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Home My WebLink AboutContract 55820-PM1PROJECT MANUAL FOR THE CONSTRUCTION OF WATER & SANITARY SEWER IMPROVEMENTS FOR INTERMODAL LOGISTICS CENTER City Project No. 103117 IPRC20-0152 FID NO. 30114-0200431-103117-E07685 X - 26764 Betsy Price David Cooke Mayor City Manager Christopher P. Harder, P.E. Director, Water Department William Johnson Director, Transportation and Public Works Department Prepared for The City of Fort Worth June, 2021 6-7-21 CSC No. 55820-PM1 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 of 8 CITY OF FORT WORTH Intermodal Logistics Center STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN #103117 Revised March 20, 2020 SECTION 00 00 10 TABLE OF CONTENTS DEVELOPER AWARDED PROJECTS Division 00 - General Conditions Last Revised 00 11 13 Invitation to Bidders 03/20/2020 00 21 13 Instructions to Bidders 03/20/2020 00 41 00 Bid Form 04/02/2014 00 42 43 Proposal Form Unit Price 05/22/2019 00 43 13 Bid Bond 04/02/2014 00 45 11 Bidders Prequalification’s 04/02/2014 00 45 12 Prequalification Statement 09/01/2015 00 45 13 Bidder Prequalification Application 03/09/2020 00 45 26 Contractor Compliance with Workers' Compensation Law 04/02/2014 00 45 40 Minority Business Enterprise Goal 08/21/2018 00 52 43 Agreement 06/16/2016 00 61 25 Certificate of Insurance 07/01/2011 00 62 13 Performance Bond 01/31/2012 00 62 14 Payment Bond 01/31/2012 00 62 19 Maintenance Bond 01/31/2012 00 72 00 General Conditions 11/15/2017 00 73 00 Supplementary Conditions 07/01/2011 00 73 10 Standard City Conditions of the Construction Contract for Developer Awarded Projects 01/10/2013 Division 01 - General Requirements Last Revised 01 11 00 Summary of Work 12/20/2012 01 25 00 Substitution Procedures 08/30/2013 01 31 19 Preconstruction Meeting 08/30/2013 01 31 20 Project Meetings 07/01/2011 01 32 33 Preconstruction Video 08/30/2013 01 33 00 Submittals 08/30/2013 01 35 13 Special Project Procedures 08/30/2013 01 45 23 Testing and Inspection Services 03/20/2020 01 50 00 Temporary Facilities and Controls 07/01/2011 01 55 26 Street Use Permit and Modifications to Traffic Control 07/01/2011 01 57 13 Storm Water Pollution Prevention Plan 07/01/2011 01 60 00 Product Requirements 03/20/2020 01 66 00 Product Storage and Handling Requirements 04/07/2014 01 70 00 Mobilization and Remobilization 04/07/2014 01 71 23 Construction Staking 04/07/2014 01 74 23 Cleaning 04/07/2014 01 77 19 Closeout Requirements 04/07/2014 01 78 23 Operation and Maintenance Data 04/07/2014 01 78 39 Project Record Documents 04/07/2014 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 8 CITY OF FORT WORTH Intermodal Logistics Center STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN #103117 Revised March 20, 2020 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project’s Contract Documents [List the Specifications which have been modified for this specific project and strike through the Specifications that were not modified. If none are modified, then write the word “NONE” to signify as such for this complete section.] Division 02 - Existing Conditions Date Modified 02 41 13 Selective Site Demolition NONE 02 41 14 Utility Removal/Abandonment NONE 02 41 15 Paving Removal NONE Division 03 - Concrete 03 30 00 Cast-In-Place Concrete NONE 03 34 13 Controlled Low Strength Material (CLSM) NONE 03 34 16 Concrete Base Material for Trench Repair NONE 03 80 00 Modifications to Existing Concrete Structures NONE Division 26 - Electrical 26 05 00 Common Work Results for Electrical NONE 26 05 10 Demolition for Electrical Systems NONE 26 05 33 Raceways and Boxes for Electrical Systems NONE 26 05 43 Underground Ducts and Raceways for Electrical Systems NONE Division 31 - Earthwork 31 10 00 Site Clearing NONE 31 23 16 Unclassified Excavation NONE 31 23 23 Borrow NONE 31 24 00 Embankments NONE 31 25 00 Erosion and Sediment Control NONE 31 36 00 Gabions NONE 31 37 00 Riprap NONE Division 32 - Exterior Improvements 32 01 17 Permanent Asphalt Paving Repair NONE 32 01 18 Temporary Asphalt Paving Repair NONE 32 01 29 Concrete Paving Repair NONE 32 11 23 Flexible Base Courses NONE 32 11 29 Lime Treated Base Courses NONE 32 11 33 Cement Treated Base Courses NONE 32 11 37 Liquid Treated Soil Stabilizer NONE 32 12 16 Asphalt Paving NONE 32 12 73 Asphalt Paving Crack Sealants NONE 32 13 13 Concrete Paving NONE 32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps NONE 32 13 73 Concrete Paving Joint Sealants NONE 32 14 16 Brick Unit Paving NONE 32 16 13 Concrete Curb and Gutters and Valley Gutters NONE 32 17 23 Pavement Markings NONE 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 8 CITY OF FORT WORTH Intermodal Logistics Center STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN #103117 Revised March 20, 2020 32 17 25 Curb Address Painting NONE 32 31 13 Chain Fences and Gates NONE 32 31 26 Wire Fences and Gates NONE 32 31 29 Wood Fences and Gates NONE 32 32 13 Cast-in-Place Concrete Retaining Walls NONE 32 91 19 Topsoil Placement and Finishing of Parkways NONE 32 92 13 Hydro-Mulching, Seeding, and Sodding NONE 32 93 43 Trees and Shrubs NONE Division 33 - Utilities 33 01 30 Sewer and Manhole Testing NONE 33 01 31 Closed Circuit Television (CCTV) Inspection NONE 33 03 10 Bypass Pumping of Existing Sewer Systems NONE 33 04 10 Joint Bonding and Electrical Isolation NONE 33 04 11 Corrosion Control Test Stations NONE 33 04 12 Magnesium Anode Cathodic Protection System NONE 33 04 30 Temporary Water Services NONE 33 04 40 Cleaning and Acceptance Testing of Water Mains NONE 33 04 50 Cleaning of Sewer Mains NONE 33 05 10 Utility Trench Excavation, Embedment, and Backfill NONE 33 05 12 Water Line Lowering NONE 33 05 13 Frame, Cover and Grade Rings - Cast Iron NONE 33 05 13.10 Frame, Cover and Grade Rings - Composite NONE 33 05 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade NONE 33 05 16 Concrete Water Vaults NONE 33 05 17 Concrete Collars NONE 33 05 20 Auger Boring NONE 33 05 21 Tunnel Liner Plate NONE 33 05 22 Steel Casing Pipe NONE 33 05 23 Hand Tunneling NONE 33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate NONE 33 05 26 Utility Markers/Locators NONE 33 05 30 Location of Existing Utilities NONE 33 11 05 Bolts, Nuts, and Gaskets NONE 33 11 10 Ductile Iron Pipe NONE 33 11 11 Ductile Iron Fittings NONE 33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe NONE 33 11 13 Concrete Pressure Pipe, Bar-Wrapped, Steel Cylinder Type NONE 33 11 14 Buried Steel Pipe and Fittings NONE 33 11 15 Pre-Stressed Concrete Cylinder Pipe NONE 33 12 10 Water Services 1-inch to 2-inch NONE 33 12 11 Large Water Meters NONE 33 12 20 Resilient Seated Gate Valve NONE 33 12 21 AWWA Rubber-Seated Butterfly Valves NONE 33 12 25 Connection to Existing Water Mains NONE 33 12 30 Combination Air Valve Assemblies for Potable Water Systems NONE 33 12 40 Fire Hydrants NONE 33 12 50 Water Sample Stations NONE 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 8 CITY OF FORT WORTH Intermodal Logistics Center STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN #103117 Revised March 20, 2020 33 12 60 Standard Blow-off Valve Assembly NONE 33 31 12 Cured in Place Pipe (CIPP) NONE 33 31 13 Fiberglass Reinforced Pipe for Gravity Sanitary Sewers NONE 33 31 15 High Density Polyethylene (HDPE) Pipe for Sanitary Sewer NONE 33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe NONE 33 31 21 Polyvinyl Chloride (PVC) Closed Profile Gravity Sanitary Sewer Pipe NONE 33 31 22 Sanitary Sewer Slip Lining NONE 33 31 23 Sanitary Sewer Pipe Enlargement NONE 33 31 50 Sanitary Sewer Service Connections and Service Line NONE 33 31 70 Combination Air Valve for Sanitary Sewer Force Mains NONE 33 39 10 Cast-in-Place Concrete Manholes NONE 33 39 20 Precast Concrete Manholes NONE 33 39 30 Fiberglass Manholes NONE 33 39 40 Wastewater Access Chamber (WAC) NONE 33 39 60 Epoxy Liners for Sanitary Sewer Structures NONE 33 41 10 Reinforced Concrete Storm Sewer Pipe/Culverts NONE 33 41 11 High Density Polyethylene (HDPE) Pipe for Storm Drain NONE 33 41 12 Reinforced Polyethlene (SRPE) Pipe NONE 33 46 00 Subdrainage NONE 33 46 01 Slotted Storm Drains NONE 33 46 02 Trench Drains NONE 33 49 10 Cast-in-Place Manholes and Junction Boxes NONE 33 49 20 Curb and Drop Inlets NONE 33 49 40 Storm Drainage Headwalls and Wingwalls NONE Division 34 - Transportation 34 41 10 Traffic Signals NONE 34 41 10.01 Attachment A – Controller Cabinet NONE 34 41 10.02 Attachment B – Controller Specification NONE 34 41 10.03 Attachment C – Software Specification NONE 34 41 11 Temporary Traffic Signals NONE 34 41 13 Removing Traffic Signals NONE 34 41 15 Rectangular Rapid Flashing Beacon NONE 34 41 16 Pedestrian Hybrid Signal NONE 34 41 20 Roadway Illumination Assemblies NONE 34 41 20.01 Arterial LED Roadway Luminaires NONE 34 41 20.02 Freeway LED Roadway Luminaires NONE 34 41 20.03 Residential LED Roadway Luminaires NONE 34 41 30 Aluminum Signs NONE 34 71 13 Traffic Control NONE 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 5 of 8 CITY OF FORT WORTH Intermodal Logistics Center STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN #103117 Revised March 20, 2020 Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City’s website at: http://fortworthtexas.gov/tpw/contractors/ or https://apps.fortworthtexas.gov/ProjectResources/ [Only list the Standard Specifications the Engineer has determined are appropriate for this specific project and strike through the Specifications not applicable to the project.] Division 02 - Existing Conditions Last Revised 02 41 13 Selective Site Demolition 12/20/2012 02 41 14 Utility Removal/Abandonment 12/20/2012 02 41 15 Paving Removal 02/02/2016 Division 03 - Concrete 03 30 00 Cast-In-Place Concrete 12/20/2012 03 34 13 Controlled Low Strength Material (CLSM) 12/20/2012 03 34 16 Concrete Base Material for Trench Repair 12/20/2012 03 80 00 Modifications to Existing Concrete Structures 12/20/2012 Division 26 - Electrical 26 05 00 Common Work Results for Electrical 11/22/2013 26 05 10 Demolition for Electrical Systems 12/20/2012 26 05 33 Raceways and Boxes for Electrical Systems 12/20/2012 26 05 43 Underground Ducts and Raceways for Electrical Systems 07/01/2011 26 05 50 Communications Multi-Duct Conduit 02/26/2016 Division 31 - Earthwork 31 10 00 Site Clearing 12/20/2012 31 23 16 Unclassified Excavation 01/28/2013 31 23 23 Borrow 01/28/2013 31 24 00 Embankments 01/28/2013 31 25 00 Erosion and Sediment Control 12/20/2012 31 36 00 Gabions 12/20/2012 31 37 00 Riprap 12/20/2012 Division 32 - Exterior Improvements 32 01 17 Permanent Asphalt Paving Repair 12/20/2012 32 01 18 Temporary Asphalt Paving Repair 12/20/2012 32 01 29 Concrete Paving Repair 12/20/2012 32 11 23 Flexible Base Courses 12/20/2012 32 11 29 Lime Treated Base Courses 12/20/2012 32 11 33 Cement Treated Base Courses 12/20/2012 32 11 37 Liquid Treated Soil Stabilizer 08/21/2015 32 12 16 Asphalt Paving 12/20/2012 32 12 73 Asphalt Paving Crack Sealants 12/20/2012 32 13 13 Concrete Paving 12/20/2012 32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps 06/05/2018 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 6 of 8 CITY OF FORT WORTH Intermodal Logistics Center STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN #103117 Revised March 20, 2020 32 13 73 Concrete Paving Joint Sealants 12/20/2012 32 14 16 Brick Unit Paving 12/20/2012 32 16 13 Concrete Curb and Gutters and Valley Gutters 10/05/2016 32 17 23 Pavement Markings 11/22/2013 32 17 25 Curb Address Painting 11/04/2013 32 31 13 Chain Fences and Gates 12/20/2012 32 31 26 Wire Fences and Gates 12/20/2012 32 31 29 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 Parkways 12/20/2012 32 92 13 Hydro-Mulching, Seeding, and Sodding 12/20/2012 32 93 43 Trees and Shrubs 12/20/2012 Division 33 - Utilities 33 01 30 Sewer and Manhole Testing 12/20/2012 33 01 31 Closed Circuit Television (CCTV) Inspection 03/03/2016 33 03 10 Bypass Pumping of Existing Sewer Systems 12/20/2012 33 04 10 Joint Bonding and Electrical Isolation 12/20/2012 33 04 11 Corrosion Control Test Stations 12/20/2012 33 04 12 Magnesium Anode Cathodic Protection 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 Sewer Mains 12/20/2012 33 05 10 Utility Trench Excavation, Embedment, and Backfill 12/12/2016 33 05 12 Water Line Lowering 12/20/2012 33 05 13 Frame, Cover and Grade Rings – Cast Iron 01/22/2016 33 05 13.10 Frame, Cover and Grade Rings – Composite 01/22/2016 33 05 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade 12/20/2012 33 05 16 Concrete Water Vaults 12/20/2012 33 05 17 Concrete Collars 12/20/2012 33 05 20 Auger Boring 12/20/2012 33 05 21 Tunnel Liner 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 12/20/2012 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 Large Water Meters 12/20/2012 33 12 20 Resilient Seated Gate Valve 12/20/2012 33 12 21 AWWA Rubber-Seated Butterfly Valves 12/20/2012 33 12 25 Connection to Existing Water Mains 02/06/2013 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 7 of 8 CITY OF FORT WORTH Intermodal Logistics Center STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN #103117 Revised March 20, 2020 33 12 30 Combination Air Valve Assemblies for Potable Water Systems 12/20/2012 33 12 40 Fire Hydrants 01/03/2014 33 12 50 Water Sample Stations 12/20/2012 33 12 60 Standard Blow-off Valve Assembly 06/19/2013 33 31 12 Cured in Place Pipe (CIPP) 12/20/2012 33 31 13 Fiberglass Reinforced Pipe for Gravity Sanitary Sewers 12/20/2012 33 31 15 High Density Polyethylene (HDPE) Pipe for Sanitary Sewer 12/20/2012 33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 06/19/2013 33 31 21 Polyvinyl Chloride (PVC) Closed Profile Gravity Sanitary Sewer Pipe 12/20/2012 33 31 22 Sanitary Sewer Slip Lining 12/20/2012 33 31 23 Sanitary Sewer Pipe Enlargement 12/20/2012 33 31 50 Sanitary Sewer Service Connections and Service Line 04/26/2013 33 31 70 Combination 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 Fiberglass Manholes 12/20/2012 33 39 40 Wastewater Access Chamber (WAC) 12/20/2012 33 39 60 Epoxy Liners for Sanitary Sewer Structures 12/20/2012 33 41 10 Reinforced Concrete Storm Sewer Pipe/Culverts 07/01/2011 33 41 11 High Density Polyethylene (HDPE) Pipe for Storm Drain 12/20/2012 33 41 12 Reinforced Polyethlene (SRPE) Pipe 11/13/2015 33 46 00 Subdrainage 12/20/2012 33 46 01 Slotted Storm Drains 07/01/2011 33 46 02 Trench Drains 07/01/2011 33 49 10 Cast-in-Place Manholes and Junction Boxes 12/20/2012 33 49 20 Curb and Drop Inlets 12/20/2012 33 49 40 Storm Drainage Headwalls and Wingwalls 07/01/2011 Division 34 - Transportation 34 41 10 Traffic Signals 10/12/2015 34 41 10.01 Attachment A – Controller Cabinet 12/18/2015 34 41 10.02 Attachment B – Controller Specification 02/2012 34 41 10.03 Attachment C – Software Specification 01/2012 34 41 11 Temporary Traffic Signals 11/22/2013 34 41 13 Removing Traffic Signals 12/20/2012 34 41 15 Rectangular Rapid Flashing Beacon 11/22/2013 34 41 16 Pedestrian Hybrid Signal 11/22/2013 34 41 20 Roadway Illumination Assemblies 12/20/2012 34 41 20.01 Arterial LED Roadway Luminaires 06/15/2015 34 41 20.02 Freeway LED Roadway Luminaires 06/15/2015 34 41 20.03 Residential LED Roadway Luminaires 06/15/2015 34 41 30 Aluminum Signs 11/12/2013 34 41 50 Single-Mode Fiber Optic Cable 02/26/2016 34 71 13 Traffic Control 11/22/2013 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 8 of 8 CITY OF FORT WORTH Intermodal Logistics Center STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN #103117 Revised March 20, 2020 [Appendix to be included for all projects] Appendix [Include appropriate Sections below. Delete Sections not used.] GC-4.01 Availability of Lands GC-4.02 Subsurface and Physical Conditions GC-4.04 Underground Facilities GC-4.06 Hazardous Environmental Condition at Site GC-6.06.D Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates (If required by City) GC-6.09 Permits and Utilities GC-6.24 Nondiscrimination GR-01 60 00 Product Requirements (Required for all Water and Sewer projects) END OF SECTION DIVISION 00 GENERAL CONDITIONS UTILITIES uua_a� D�1P-NIDPROPOSAI. Pa�cl 0l'3 SECTION 00 42 41 Deveioper Awarded Pra�ects - PROPOSAL FORM Imcmiodal Logis4u Ccn�er CP\=10? I 17 UNIT PRICE BID Bidder's Application Pru�aa I�em Informauon ^ ` Biddcr's Proposal ' Bidhu prm T �.� Drecnpuon Spcnficauou Sc:uon \'0 1,'nii uf \Ic,vurc Bid Quanuh l,ml Pncc fiid Valur - - I UI1 UI IOHI NUH111 ti I;1\U�1HU ((1\tiTRI ( I10,\ SPP( If I( .� I10\ UO( l\II:\ Iti UI l I I(ll'I R 111 �1ftI7LU PN(11L( 1� Fmm A'cnion Ala� ' :nl�� r�id?J; 13iJPra�n,�al D4P Rn n�.++_�,i o.aN-einNRONosni r.�� m i UNIT PRICE BID Hidhst hnn �,o Dc�: npnon SECTION 00 42 43 Developer Awarded Pro�ects • PROPOSAI FORM Imenuodal I.agisucs ( emer. CPVa Il�31 I � Pro�ccl Ilcm Infomulion (I11 OI IONI NUHIII tiL1Vl7:ARD(OASIHI(I10ASPICIfII�AII(1AUU(IAIfVf5 DIAI101'IR�1N\HDhDPRUJf(IS Fnrin V:r.�inn \la� ,1 •,i�� J`J; BidPr.�p,n.d Il�\P H:� .ic_,�.Iv Bidder's Application UIIY�Y� i��P • i;in rRoros,�i Pegc3 uf 1 SECTION 00 42 4J Deveioper Awertletl Pro�ecls • PROPOSAL FORM Imcmiodal LogisUce Crnicr CP\a I 113117 UNIT PRICE BID Bidder's Application Pio�crt liem In(ormauan Oiddcrs Proposal Bidlut hcm ' T — tio Dcscnpuon -- I Spctdmalian $cclion No I Unu of M.asurc Bid Quand�� Umi Priw flid Valuc UNIT I WRTER UNIi II SRNITARY SE IMPRflVE1�lENT5 5 ] .f1$6,91'i� T01 AI C�-�Ilil f JC[iol 53.�E 62. S�i j . �'' f r: This Bid is snbmilted by thr en�ity nomed 6eloN�; eiuoeR: N'riehl Comlruclion fompany, Int. 601 W. N'ell Stree� Grn�xvinc.TX 760g� fonlroc�or agrees lo camplelr N'ORK for FI�AI. ACCF:PTANCE withln CONTRAC'T rommenca �o nin ea provided in ihe General Condi�ians. F:1D OF SE('7'10\ e� : nYi� u, 71TLl: Prr� ni o,�re.: 517/2021 100 xorkine dny� ahrr �hc dele xhen �hc (I11 01 FORI NON711 5 LVAD;1RD ( O�STHL ( 110�A SPF( II IC A I IUA DOC !AIL A 1�- UN L I OI'hN >V1 ARDEU PRO1F:( fS Fnmi Vcnion Ala� L ?0l4 �i�J' �: HiJ Pru��l D�\P Re� u:..�.�� 0o as i z DAP PREQUALIfICATION STATEMENT Poge 1 of I SECTION 00 45 12 DAP — 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. i t� tli�:_ "Maj�r Work 1' e" �ox s�o�ic4e the carn letc ma�or �vork t e a�tid actual descri �tian as ro�ided i� !he Water I7�part�ne��t fc�r ��ateE� ai�d sewe�_ and "T'i'W for pavin�.. Major Work Type Contractor/Subcontractor Preyualification Com an Name Ex iration Date Water Distribution, Development 12" diameter and Wright Construction Co., Inc. 04/30/2022 smaller Water Transmission, Development, 24" and Wright Construction Co., Inc. 04/30/2022 smaller Sewer Collection System, Development, 12" and smaller Wright Construction Co., lnc. 04/30/2022 Auger Boring — 24" diameter casing and less Wright Construction Co., �nc. 04/30/2022 The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Wright Construction Co., Inc. 601 W. Wall Street Grapevine, TX 76051 DATE: END OF SECTION CIlY OF FORT WORTH Intermodal Logistics Cen[er, CPN#103117 STANDARD CONSTRUC710N PREQUALIFICATION STATEMENT— DEVELOPER AWARDED PROJECTS 00 45 12_Prequal Statement Form Version September 1, 2015 NAME/TITLE: (�(L� ;�(_NT 00 45 26 - I CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATfON LAW Page 1 of I SECTION 00 45 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it provides worker's compensation insurance coverage for all of its employees employed on City Project No 103117 . 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: Wri ht Construction Co. Inc. Company 5D] W. WaI� Stl'CEt Address . . �- � ■ � y� f ��r � ' ..r� Gra evine TX 76441 City/State/Zip THE STATE OF TEXAS COUNTY OF TARRANT Title:_ P� l7E �✓T BEF�R� ME, the i�ryde�-sigr�ed authority, on this day personally appeared ' 1:i .' �t� _ , known to me to be the person whose name is su scribed to the lnre�nin� instrument, and acknowledged to me that he/she executed the same as the act and deed of �: � �-. ,, for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN LJNDER MY HAND AND SEAL OF OFFICE thisl..�-' ` day of � L' �. , 2021. , o.�,st�PU$L DEB DONALDSON '� � ' - � �� •"f�'�'� *r * No�ry �atc, State ofTexas Notary Public in and for the State of Texas �.��y coR,r�. �res o�narzozs �'� Notary ID 11970986 END OF SECTION CITY Of FORT WORTH Intermodal Logistics l'enter STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 103117 Revised April 2, 2014 00 52 43 - 1 DeveloperA�varded Project Agreement Page 1 of 4 SECTION 00 52 43 AGREEMENT THIS AGREEMENT, authorized on 5/10/2021 is made by and between the Developer, NP-OV Fort Worth Logistics Park, LLC , authorized to do business in Texas and Contractor, Wri�ht Construction Co., Inc. , authorized to do business in Texas, acting by and through its duly authorized representative. 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 ideirtified lierein. 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: Intermodal Lo�islics Center Citv Proiect #103117 FID NO. 30114-0200431-103117-E07685 X - 26764 Article 3. CONTRACT TIME 3.1 Time is of the essence. 3.2 3.3 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract Documents are of the essence to this Contract. Final Acceptance. The Work will be complete for Final Acceptance within 100 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. 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 speciiied in Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of tlle 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 Two Hundred & Fiftv Dollars (�250.00) for each day that expires after the time specified in Paragraph 3.2 for Final Acceptance until the Gity issues the Final Letter of Acceptance. CITY OI' FORT WORTH Lrder•modal Logrstics Cente�� STANDARD CONSTRUCTION SPECIFIGATION DOCUMENTS —DEVELOPER AWARDED PROJECTS City Project #103117 Revised June 16, 2016 00 52 43 - 2 Developer Awarded Project Agreement Page 2 of 4 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 Three Mil[ion Fou�� Htindred 5ixty Trvn Thousand Five Hundred Six Thrce & 4�1104 Dollars �3 462 563.44 . ArHcle 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) l ) Proposal Form (DAP 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 1�. MBE and/or SBE Commitment Fonn (If required) 3. Staudard City Geueral Conditions of the Coustruction Contract for Developer Awarded Projects. 4. Supplementary Conditions. 5. Specifications specifically made a part of the Contract Documents by attachment or, if not attached, as incorporated by reference and described in the Table of Contents of the Project's Contract Documents. 6. Drawings. 7. Addenda. 8. 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 OP FORT WORTH /nlermoda! Logistics Cenler STANDARD CON5TRUCT[ON SPECIFICATJON DOCUMENTS — DEVELOPER AWARDED PROJECTS Ciry Projec! #l03117 Revised June 16, 2016 00 52 43 - 3 �eveloper Awarded Project Agreemenf Page 3 of 4 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 all claims arising out of, or alleged to arise out of, the work and services to be performed by the contractor, its officers, agents, employees, subcontractors, licenses or invitees under this contract. This indemnification ro�isiun is s e�i�call intended to o erate and be effecti�e e�en i�' it is afEe ed ar ror�en t�at a�t or so�ne of tlie ddma es beiii sou i�t were caused in whote ar in art b an acf amiss'tnn Qr pe li euce af the �i . 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 �•aWisian is s e�zficaA Entene�cd tu o erafe and be effecti�e e�en if i# is alle ed or ro�en that a!I or sanie of tE�c �lama es bein sou �t were caused in wtiole ❑i• in art by anv a�t, n�issio� or negii{�e:�ee nf #he eitv. Article 7. MISCELLANEOUS 7.l 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 7.3 7.4 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. 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. Severability. Any provision or part of the Contract Documents held to be unenforceable by a cotirt of competent jurisdiction shall be remaining provisions shall continue to be valid and binding CONTR.ACTOR. 7.5 Governing Law and Venue. unconstitutional, void or deemed stricken, and all upon DEVELOPER and 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. CITY OF FORT WORTH bt�ermodal Logrs�ics Cen�er STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Projecl #103117 Reyised June 16, 2016 00 52 43 - 4 Developer Awarded Project Agreement Page 4 of 4 7.6 Authority to Sign. Contractor shall attach evidence of authority to sign Agreement, if other than duly authorized signatory of the Contractor. [N WI'T'NESS 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"). Contractor: Wright Construction Co., Inc. f � � . Si nature} — IL`�c.� MA 2 (Printed Name) Title: I�RC . „�.T Company Name: Wright Construction Co., Inc. Address: 601 W. Wall Street Grapevine, TX 76051 Date: Developer: NP-OV Fort Worth Logistics Park, LLC By: NPD Management, LLC, Manager B tature) � � .� (Printed Na e) Title: lyl l� � Company Name: NP-OV Fort Worth Logistics Park, LLC By: NPD Management, LLC, Manager Address: 4825 NW 419' Street, Suite 500 Riverside, MO 64150 Date: � — � �— z � CITY OF FORT WORTH bilermodal LogrsNcs Cen�er STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PRO.IECTS Ciry Projecl #l03117 Revised June 16, 2016 Bond No. TXC613879 006213-1 PERFORMANCE BOND Page 1 of2 THE STATE OF TEXAS COUNTY OF TARRANT SECTION 00 6213 PERFORMANCE BOND § § 1CNOW ALL BY THESE PRESENTS: � That we, W.ri�ht Cnnstruction Co.. Inc. R,�, known as"Principal" herein and, Merrhants �3andin � Corr3 an Mulual , 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, NP-UV Fprf Worth_ Ln�;istics Perk, I�L� ,_,, authorized to do business in Texas ("Develope�') and the City of Fort Worth, a Texas municipal corporation ("City"), in the penal sum of, Three Me�lion �nur I-Iundre Sixt 'hvn Thousand Five iinndred �ixl� Tkree & 401,1DD Dnilars {$3 462,Sfi3;4�1 , 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. R'HEREAS, Developer and City have entered into an Agreement for the construction of communily facilities in the City of Fort Worth by and through a Community Facilities Agrecment, CFA Number 2�.-11�43 :and WHEREAS, the Principal has,entered 'uito a certain written contract with the Developer awarded the 25th day of Apl>> , 2021, 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 accessorics defined by law, in the prosecution ofthe Work, including any Change Orders, as provided for in said Conlract designated as ir�tertttodal Lv istics Center. NOW, THEREFORE, the condition of this obligation is such that if the said Principal shall faithfuily perform it obligations under the Contract and shall in all respects duly and faithfully perform the Work, including Change Urders, 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 oa 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 Sond, venue shall lie in Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division. CITY OF FORT WORTH STANDARD C1TY COND1TiONS — DEVELOPAR AWARDED PRO]ECTS Reviaed Jenuary 31, 2012 Intermodal Logiatics Center City Project #103117 Bond No. TXC613879 006213-2 PERFORMANCE BOND Pege 2 of 2 This bond is made and executed in compliance with the provisions of Chapter 2253 of the Texas Govemment Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisiona 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 11 th �day of May _a 2021. PRINCIPAL: ATTEST: rinci 1) Secretary y ir � � � I�� ?,e�! �� 1 . ,.�'+ - �itness as to Principal ��'[ `� Witness as to Surety Elena Sells, Witness Wri �ht C:rnisluxy i�m : ., Ttt BY: � r Signaturc �.- �� l�'��•t-�:.�- I '' :�`�.l__� Name and Title Address: �Ol W. Wall Street Cir� �e�•inc,'I'X 7fin5l SURETY: Merchants Rnn�3iiig (:ninE�an�� (Mutttal) BY� Si r � i ennifer Upton, Allorney-in-Fact Name and Title Address: P•O. Box 14498 C]es �•f�iiiles, iA 5[13i36•3�9fi Telephone Number: �515) 243-8171 *Note: If signed by an officer of the Surety Company, there must bc 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 frarn its mailing address, both must be provided. The date of the bond shall not be prior tn tlie date the Cvntra�t is awarded. C1TY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJEC7'S Revised Janusry 31, 2012 Intennodal Logistics Center Ciry Projcct N103117 Bond No. TXC613879 THE STATE OF TEXAS COUNTY OF TARRAN i' SECTION 00 6214 PAYMENT BOND 006214-1 PAYMENTBOND Page 1 of3 § § KNOW ALL BY THESE PRESENTS: § Tl�at we, Wri�ht CanstruGlinu Co,.lnc. , , known. as "Principal" herein, and, N�er�harits iin�idistg �ompany (A�[untal} � a corporate surety { or suretias if more than one), duly authorizcd to do business in the State of Texas, lrnowii as "Surety" herein (whcther une or more), are held and finnly bound unta tl�e Developer, NPr,UV Bart VI'nrtii i,o�isti�s Pt�rlc, �LC, authorized to do business in Texas "(Developer"), and the City of Fort Worth, a Texas municipal corparation ("City"), in the penal sarn Three iVFil3inti Four Iluiidre�3 Six � Tn•n Thnusand i'ive Hundred Six Ti�ree &�011tif10nilars �3 46Z 5G3.40 , la�vful i�ioney of the United States, to be paid in Port Worth, Tat�rant County, Tex�.s, for the payinent of which sum well and truly bc made jointly unto the Developer and the Gity as dual obligees, we bind ourselves, our heirs, executors, admiuistrators, successors and assigns, jointly and severally, finnly by these presents: WHEREAS, Developer and City have entered into an Agreement far the construction of community facilities in the City of F'ort Worth, hy ancl through a Community Facilities Agreement, CFA Number Zi-g443 ; and WNEREAS, Pri.neipal has enteced into a certain written Contract with Developer, awarded the 25th day of April _ , 2021, which ContracC is hereby referred to and made a part hereof for all purposes as if fully sct fo�th herein, to funzish all materials, equipinent, labor and otlier accessories �s defuied by law, in tlie prosecution of the Work as provided for in said Contract and designated as IR�termo�al Ln�,istics Cenier. NO'1'V, THERCFORE, THE COi�IDITION OF THIS OBLIGATION is such t.hat if Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in Chapter 2253 of tl�e Texas Government Code, as amended) in the prosecutioii of the Worlc under the Conlract, tlten tllis obligation shall be and 6ecome null and vuid; otherwise to remain in full force and effect. CtTY UF FORT WORTH Imermoda/ Logistic.r Cenler STANDARD CiTY CONDIT'IC1NS—D6'VEC.OPERAWAIiDED PROIECTS CityProjecf #1031/7 Kevised lanuary 3 I, 20J 2 Bond No. 1'XC613879 006214-2 PAYMENT BOND Page 2 0}'3 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 ilth day of ----��t�� .�_��U21• ATTEST: —i._ �_ rinci afj Secretary ' � �lc� — ' `��L. itnesg as to k�rinCspal AT"TEST: N/A (Surety) Secretary 1 � Witness as to Surcty Elena Sells, Witness PRINCIPAL: � Wri�;h1 Construclion ' ., .tni � BY: 5i �ahire Name and Title AddTess: 601 W. Wall Street Grapevine, TX 76051 SURETY; Merchanls li�ui;lin�; [;i�mpa�t}' (Mulual) BY� i�;�i � --- _ Jennifer Upton, Attorne -�act Name and Title � Address: P.O. $ox 14498 Des Moines, i�1 50306-3498 Telephone Number: �515) 2�43-8171 Note: Tf 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 CIT'Y OF FORT WORTH lntennodn!l.ogislres Cenrer STANDARD CITY CONDTTIONS — DEVELOPP.R AWARDED PROJECTS Cfry PruJece N103117 Revised January 31, 2012 Bond No. TXC613879 006214-3 PAYMENT BOND Page 3 of 3 C CIT'Y OF FORT WORTH GUenaodal Logislics Center STANDARD CITY CONDITlONS —DEVELOPL7R AWARDAD PROJECTS Clty Prujecl #103117 Reviscd January 31, 2012 Bond No. TXC613879 006219-1 MAINTENANCE BOND Page 1 of 3 THE STATE OF TEXAS COUNTY OF TARRAI�TT SECTION 00 62 19 MAINTENANCE BOND § § KNOW ALL BY THESE PRESENTS: § That we, ._ Wxi�ht CanstruGtion Co.1Inc _. . , known as "Principal" herein and, Merchants Bondin� Cnmpai�y �Mutual� _ _ ,__ �, 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 firnily bound unto the Developer, NP-�V Far�t Wp�rth La [stics Pat LLC authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation ("City"), in the sum of T�ree Millinn Four H�ndred Slxt • Twn Tl�ousand Fir+e Fiundre Sixt • Three & 40/1Q0 Dollars d62 Sd3.4f1 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment of which sum well and truly be made jointly unto the Developer and the City as dual obligees and their successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, iirmly by these presents. WHEREAS, Developer and City have entercd into an Agreement for the construction of community facilities in the City of Fort Workh by and through a Community Faciliries Agreement, CFA Number 21-Of143 ; and WAEREAS, the Principal has entered into a certain written contract with the Developer awarded the 25th day of April , 202I, whieh Contract is hereby referred to and a made part hereof for all purposes as if fully set forth herein, to fumish all materials, equipment Labor and other accessories as defined by law, in the prosecution of the Work, including any Work resulting &om a duly authorized Change Order (collectively herein, the "Work") as provided for in said Contract and designated as intermodak Ln I�.4�'es Cent_er ; and WHEREAS, Principal binds itself to use such materials and to so conshuct the Work in accordance with the plans, specifications and Contract Documents ihat the Work is and will remain free from defects in materials or workmanship for and during the period of two (2) years after the date of Fina! Accaptance of the Work by the City ("Maintenance Period"); and C1TY OF FORT WORTH STANDARD CITY CONDIT[ONS — DEVELOPER AWARDED PROJECTS Revised Jatwary 31, 2012 Intcrmodal Logistics Center City Projcct #103117 Bond No. TXC613879 006219-2 MAINTENANCE BOND Pegc 2 of 3 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part upon receiving notice from the Developer and/or City of the need thereof at any rime within the Maintenance Period. NOW THEREFORE, the condition of this obligation is such that if Principal shall remedy any defective Work, for which timely notice was provided by Developer or City, to a completion satisfactory to the City, then this obligation shall become null and void; otherwise to remain in full force and effect. PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely noticed defective Work, it is agreed that the Developer or City may cause any and all such defective Work to be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and the Surety under this Maintenance Bond; and 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; and PROVIDED FURTHER, that this obligarion shall be continuous in nature and successive recoveries may be had hereon for successive breaches. CiTY OF FORT WORTH Intemiadal Logistics Center STANDARD C1TY CONDITIONS — DEVELOPER AWARDED PROlLCTS City Projcct 1�103117 Revised Janusry J 1, 2012 Bond No. TXC613879 00 62 l9 - 3 MAINTENANCE BOND Pagc 3 of 3 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this instrument by duly authorized agents and o�cers on this the 11th day of h��lf' , 2021. PRINCIPAL: ATTEST: ` ( � �rinci al) Secreta ry 1�'�- . �--1--�' �--1_ �i—' '. 1 � �_ -- Wicncss as to Principa[ ATTEST: N/A I �� . _ Address: 601 W. Wall Street Gr�eaine, TX 76051 SURETY� P�Ierrl�ants Iic�i7d�� C:um �an • Ni�Ftusl _ �Y: � ig a �ennifer Upton, Attorney-in-Fact Name and Title Address: P•O. Box 14498 (Svrc �Sccretary f.� ,, _ Des Moines, IA 50306-3498 � l�• '�/ � � Witness as to Surety Telephone Number: 515 243-8171_ _` Elena 5ells, Witness *Note: If signed by an o�cer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CI7'Y OF FORT WORTH lntermodal Logistics Center S'fANDARD CITY COND17'IUNS — DEVBLOPER AWARllED PROIECTS City Project #103117 Revised Jauuary 31, 2012 �1. 1�'�': l - � i.� .. . — Name and Title �� ~ �E��HANTS� ��n�r�c ca�n.�.�t�� IMP�RTANT NQTICE To obtain information or make a complaint: You may contact your insurance agent at the telephone number provided by your insurance agent. You may call Merchants Bonding Company's toll-free telephone number for information or to make a complaint at: 1-800-678-8171 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 at: P. O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: http://www.tdi.state.tx.us E-mail: ConsumerProtection@tdi.state.tx.us PREMIUM AND CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact the agent first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. SUP 0032 TX (1/09) 23 �ERCHA�TS � BONDING C�MPAI�YTM POWER OF ATTORNEY Know All Persons By These Presents, that MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., both being corporations of the State of lowa (herein collectively called the "Companies") do hereby make, constitute and appoint, individually, Elena Sells; Jennifer Upton; Kathy Sells; Lanny Land; Steven W Lewis their true and lawful Attorney(s)-in-Fact, to sign its name as surety(ies) and to execute, seal and acknowledge any and all bonds, undertakings, conlracts and other wrilten instruments in ihe nature thereof, on behalf of the Companies in their business oi guaranteeing the fidelity of persons, guaranteeing the pertormance of contracls and executing or guaranteeing bonds and undehakings required or permitted in any actians or proceedings allowed by law. This Power-of-Attorney is granted and is signed and sealed by facsimile under and by authority of the following By-Laws adopted by lhe Board of Directors of Merchants Bonding Company (Mutual) on April 23, 2011 and amended August 14, 2015 and adopted by the Board of DirecYors of MerchantsNational Bonding, Inc., on October 16, 2015. "The President, Secretary, Treasurer, or any Assistanl Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attorneys-in-Fact, and to authorize them to execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and otherwritings obligatory in the nature thereof." "The signature of any aulhorized officer and the seal of the Company may be affxed by facsimile or elect�onic transmission to any Power of Attorney or Certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company, and such signature and seal when so used shall have the same force and effect as though manually fixed." In connection with obligations in favor of the Florida Department of Transportation only, it is agreed that the power and aut horily hereby given to the Attomey-in-Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State af Florida Departmenl of Transportation. It is fully understood that consenting to the Slate of Florida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee, shall not relieve this surety company of any of its obligations under its bond. In connection wilh obligations in favor of ihe Kentucky Department of Highways only, it is agreed that the power and authority hereby given to the Attorney-in-Fact cannot be modified or revoked unless prior wriiten personal notice of such intent has been given to ihe Commissioner- Department of Highways of the Commonwealth of Kentucky at least thirty (30) days prior to Ihe modification or revocation. In Witness Whereof, the Companies have caused this instrument to be signed and sealed this 2nd day of March , 2021 . .,....... ��1��. ��G' ��• a��►�... ��,� : ',��' �POq'� �'p : ; �q ,' �{Q Q .r . MERCHANTS BONDING COMPANY (MUTUAL) �y- V� qJ`�'• y; . 0��4 A9�,;,��; NIERCHANi NATIONAL gQ�FdING, INC. =�'_ -o- 0��= :w�� rn• . ".�4'� :�"• •�: —b C7:�`+ � .vi 2003 ,:;,c]; : y� 1933 ; e; gy � ,�d' • : ��,: : J�;. ��`r. %� ��''•- • ' ' Prasidsnr .,� � '�•7..` • .;�W._�' � `�: STATEOFIOWA •'��:""'a��►• •��•��►• COUNTY OF DALLAS ss. On this 2nd day of March 2021 , before me appeared Larry Taylor, to me personally known, who being by me duly sworn did say that he is President of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.; and that the seals affixed to the foregoing instrument are the Corporate Seals of the Companies; and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors. ,�P�t � s POLLY MASON . o � Commission Number 750576 � �q,�� z°°°°'` My Commission Expires a� +��P � January 07, 2023 Notary Public (Expira6on of notary's commission does not invalidate this instrument) I, William Warner, Jr., Secretary of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., do hereby certify that the above and foregoing is a true and coRect copy of the POWER-OF-ATTORNEY executed by said Companies, which is still in full force and effect and has not been amended or revoked. In Witness Whereof, I have hereunto set my hand and affixed the seal of the Companies on this 11th day of May , 2021 . `��..,. �.....,. . •'' . . . " •. y �,��t1�Np� � � �� d�NG �d�A : , y: aR�aR.��.o= •�o.Q��Aq.? : iy% � ,�;�C' tr+;�=. :Us'C' ''`'�'`'. .I�r/ ' ��. ��: -�- �'Z: 'a;� 1833 a��' Secretary .v•,, 2Q03 :�� :� :�y • .�y• .��, .�a;- •;A . :,J>��•...,....•�;J�1� • '.*J��.. �r •'`'i': . POA0018(1/20) �'`•..,.�..•_.•• ••....�•' CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS TABLE OF CONTENTS Page Article 1 – Definitions and Terminology .......................................................................................................... 1 1.01 Defined Terms ............................................................................................................................... 1 1.02 Terminology .................................................................................................................................. 5 Article 2 – Preliminary Matters ......................................................................................................................... 6 2.01 Before Starting Construction ........................................................................................................ 6 2.02 Preconstruction Conference .......................................................................................................... 6 2.03 Public Meeting .............................................................................................................................. 6 Article 3 – Contract Documents and Amending ............................................................................................... 6 3.01 Reference Standards ..................................................................................................................... 6 3.02 Amending and Supplementing Contract Documents .................................................................. 6 Article 4 – Bonds and Insurance ....................................................................................................................... 7 4.01 Licensed Sureties and Insurers ..................................................................................................... 7 4.02 Performance, Payment, and Maintenance Bonds ........................................................................ 7 4.03 Certificates of Insurance ............................................................................................................... 7 4.04 Contractor’s Insurance .................................................................................................................. 9 4.05 Acceptance of Bonds and Insurance; Option to Replace ........................................................... 12 Article 5 – Contractor’s Responsibilities ........................................................................................................ 12 5.01 Supervision and Superintendent ................................................................................................. 12 5.02 Labor; Working Hours ................................................................................................................ 13 5.03 Services, Materials, and Equipment ........................................................................................... 13 5.04 Project Schedule .......................................................................................................................... 14 5.05 Substitutes and “Or-Equals” ....................................................................................................... 14 5.06 Pre-Qualification of Bidders (Prime Contractors and Subcontractors) ..................................... 16 5.07 Concerning Subcontractors, Suppliers, and Others ................................................................... 16 5.08 Wage Rates.................................................................................................................................. 18 5.09 Patent Fees and Royalties ........................................................................................................... 19 5.10 Laws and Regulations ................................................................................................................. 19 5.11 Use of Site and Other Areas ....................................................................................................... 19 5.12 Record Documents ...................................................................................................................... 20 5.13 Safety and Protection .................................................................................................................. 21 5.14 Safety Representative ................................................................................................................. 21 5.15 Hazard Communication Programs ............................................................................................. 22 5.16 Submittals .................................................................................................................................... 22 5.17 Contractor’s General Warranty and Guarantee .......................................................................... 23 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 5.18 Indemnification ........................................................................................................................... 24 5.19 Delegation of Professional Design Services .............................................................................. 24 5.20 Right to Audit: ............................................................................................................................ 25 5.21 Nondiscrimination....................................................................................................................... 25 Article 6 – Other Work at the Site ................................................................................................................... 26 6.01 Related Work at Site ................................................................................................................... 26 Article 7 – City’s Responsibilities................................................................................................................... 26 7.01 Inspections, Tests, and Approvals .............................................................................................. 26 7.02 Limitations on City’s Responsibilities ....................................................................................... 26 7.03 Compliance with Safety Program ............................................................................................... 27 Article 8 – City’s Observation Status During Construction ........................................................................... 27 8.01 City’s Project Representative ..................................................................................................... 27 8.02 Authorized Variations in Work .................................................................................................. 27 8.03 Rejecting Defective Work .......................................................................................................... 27 8.04 Determinations for Work Performed .......................................................................................... 28 Article 9 – Changes in the Work ..................................................................................................................... 28 9.01 Authorized Changes in the Work ............................................................................................... 28 9.02 Notification to Surety .................................................................................................................. 28 Article 10 – Change of Contract Price; Change of Contract Time ................................................................ 28 10.01 Change of Contract Price ............................................................................................................ 28 10.02 Change of Contract Time............................................................................................................ 28 10.03 Delays .......................................................................................................................................... 28 Article 11 – Tests and Inspections; Correction, Removal or Acceptance of Defective Work ...................... 29 11.01 Notice of Defects ........................................................................................................................ 29 11.02 Access to Work ........................................................................................................................... 29 11.03 Tests and Inspections .................................................................................................................. 29 11.04 Uncovering Work ....................................................................................................................... 30 11.05 City May Stop the Work ............................................................................................................. 30 11.06 Correction or Removal of Defective Work ................................................................................ 30 11.07 Correction Period ........................................................................................................................ 30 11.08 City May Correct Defective Work ............................................................................................. 31 Article 12 – Completion .................................................................................................................................. 32 12.01 Contractor’s Warranty of Title ................................................................................................... 32 12.02 Partial Utilization ........................................................................................................................ 32 12.03 Final Inspection ........................................................................................................................... 32 12.04 Final Acceptance ......................................................................................................................... 33 Article 13 – Suspension of Work .................................................................................................................... 33 13.01 City May Suspend Work ............................................................................................................ 33 Article 14 – Miscellaneous .............................................................................................................................. 34 14.01 Giving Notice .............................................................................................................................. 34 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 14.02 Computation of Times ................................................................................................................ 34 14.03 Cumulative Remedies ................................................................................................................. 34 14.04 Survival of Obligations ............................................................................................................... 35 14.05 Headings ...................................................................................................................................... 35 00 73 10- 1 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 1 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 ARTICLE 1 – DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed-defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Agreement - The written instrument which is evidence of the agreement between Developer and Contractor covering the Work 2. Asbestos—Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 3. Business Day – A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 4. Buzzsaw – City’s on-line, electronic document management and collaboration system. 5. Calendar Day – A day consisting of 24 hours measured from midnight to the next midnight. 6. City— The City of Fort Worth, Texas, a Texas home-rule municipal corporation, acting by, its governing body through its City Manager, his designee, or agents authorized pursuant to its duly authorized charter on his behalf. 7. Community Facilities Agreement (CFA) -–A Contract between the Developer and the City for the Construction of one or more following public facilities within the City public right-of- way or easement: Water, Sanitary Sewer, Street, Storm Drain, Street Light, and Street Signs. A CFA may include private facilities within the right-of-way dedicated as private right-of- way or easement on a recorded plat. 8. Contract—The entire and integrated written document incorporating the Contract Documents between the Developer, Contractor, and/or City concerning the Work. The Contract supersedes prior negotiations, representations, or agreements, whether written or oral. 9. Contract Documents—Those items that make up the contract and which must include the Agreement, and it’s attachments such as standard construction specifications, standard City Conditions, other general conditions of the Developer, including: a. An Agreement 00 73 10- 2 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 2 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 b. Attachments to the Agreement i. Bid Form ii. Vendor Compliance with State Law Non-Resident Bidder iii. Prequalification Statement c. Current Prevailing Wage Rates Table (if required by City) d. Insurance Accord Form e. Payment Bond f. Performance Bond g. Maintenance Bond h. Power of Attorney for Bonds i. Workers Compensation Affidavit j. MWBE Commitment Form( If required by City) k. General Conditions l. Supplementary Conditions m. The Standard City Conditions n. Specifications specifically made part of the Contract Documents by attachment, if not attached, as incorporated by reference and described in the Table of Contents of the Project’s Contract Documents o. Drawings p. Documentation submitted by contractor prior to Notice of Award. q. The following which may be delivered or issued after the effective date if the Agreement and, if issued become an incorporated part of the Contract Documents i. Notice to Proceed ii. Field Orders iii. Change Orders iv. Letters of Final Acceptance r. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 10. Contractor—The individual or entity with whom Developer has entered into the Agreement. 11. Day or day – A day, unless otherwise defined, shall mean a Calendar Day. 12. Developer – An individual or entity that desires to make certain improvements within the City of Fort Worth 13. Drawings—That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 14. Engineer—The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the Developer. 15. Final Acceptance – The written notice given by the City to the Developer and/or Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. 00 73 10- 3 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 3 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 16. Final Inspection – Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 17. General Requirements—A part of the Contract Documents between the Developer and a Contractor. 18. Laws and Regulations—Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 19. Liens—Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 20. Milestone—A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 21. Non-Participating Change Order—A document, which is prepared for and reviewed by the City, which is signed by Contractor, and Developer, and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 22. Participating Change Order—A document, which is prepared for and approved by the City, which is signed by Contractor, Developer, and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 23. Plans – See definition of Drawings. 24. Project Schedule—A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor’s plan to accomplish the Work within the Contract Time. 25. Project—The Work to be performed under the Contract Documents. 26. Project Representative—The authorized representative of the City who will be assigned to the Site. 27. Public Meeting – An announced meeting conducted by the Developer to facilitate public participation and to assist the public in gaining an informed view of the Project. 28. Regular Working Hours – Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday thru Friday (excluding legal holidays). 29. Samples—Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. 00 73 10- 4 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 4 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 30. Schedule of Submittals—A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 31. Site—Lands or areas indicated in the Contract Documents as being furnished by City or Developer upon which the Work is to be performed, including rights-of-way, permits, and easements for access thereto, and such other lands furnished by City or Developer which are designated for the use of Contractor. 32. Specifications—That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 33. Standard City Conditions – That part of the Contract Documents setting forth requirements of the City. 34. Subcontractor—An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. 35. Submittals—All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 36. Superintendent – The representative of the Contractor who is available at all times and able to receive instructions from the City and/or Developer and to act for the Contractor. 37. Supplementary Conditions—That part of the Contract Documents which amends or supplements the General Conditions. 38. Supplier—A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 39. Underground Facilities—All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 40. Weekend Working Hours – Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. 00 73 10- 5 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 5 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 41. Work—The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Participating Change Order, Non-Participating Change Order, or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 42. Working Day – A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.B through D are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Defective: 1. The word “defective,” when modifying the word “Work,” refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to City’s written acceptance. C. Furnish, Install, Perform, Provide: 1. The word “Furnish” or the word “Install” or the word “Perform” or the word “Provide” or the word “Supply,” or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. D. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. 00 73 10- 6 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 6 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 ARTICLE 2 – PRELIMINARY MATTERS 2.01 Before Starting Construction Baseline Schedules: Submit to City in accordance with the Contract Documents, and prior to starting the Work. New schedules will be submitted to City when Participating Change Orders or Non- Participating Change Orders occur. 2.02 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.03 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor attending the Public Meeting as scheduled by the City. ARTICLE 3 – CONTRACT DOCUMENTS AND AMENDING 3.01 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.02 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Participating Change Order or a Non-Participating Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized, by one or more of the following ways: 1. A Field Order; 00 73 10- 7 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 7 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 1. City’s or Engineer’s review of a Submittal (subject to the provisions of Paragraph 5.16.C); or 2. City’s written interpretation or clarification. ARTICLE 4 – BONDS AND INSURANCE 4.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverage so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided Section 4.04. 4.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds in the name of Developer and City, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor’s obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in the name of Developer and City in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of “Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies” as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney-in-fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney-in-fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 4.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 4.01 and 4.02.C. 4.03 Certificates of Insurance Contractor shall deliver to Developer and City, with copies to each additional insured and loss payee identified in these Standard City Conditions certificates of insurance (and other evidence of insurance requested by City or any other additional insured) which Contractor is required to purchase and maintain. 00 73 10- 8 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 8 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 1. The certificate of insurance shall document the City, an as “Additional Insured” on all liability policies. 2. The Contractor’s general liability insurance shall include a, “per project” or “per location”, endorsement, which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property & Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers’ compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required, written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in these Standard City Conditions. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor’s obligation to maintain such lines of insurance coverage. 6. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. 7. Unless otherwise stated, all required insurance shall be written on the “occurrence basis”. If coverage is underwritten on a claims-made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims-made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 8. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 9. Any self-insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In 00 73 10- 9 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 9 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. 10. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a first-dollar basis, must be acceptable to and approved by the City. 11. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage’s and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 12. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either party or the underwriter on any such policies. 13. City shall not be responsible for the direct payment of insurance premium costs for Contractor’s insurance. 4.04 Contractor’s Insurance A. Workers Compensation and Employers’ Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers’ Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers’ Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor’s performance of the Work and Contractor’s other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers’ compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor’s employees. 3. The limits of liability for the insurance shall provide the following coverages for not less than the following amounts or greater where required by Laws and Regulations a. Statutory limits b. Employer's liability 00 73 10- 10 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 10 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 1) $100,000 each accident/occurrence 2) $100,000 Disease - each employee 3) $500,000 Disease - policy limit B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy, unless the City approves such exclusions in writing. 1. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project 2. Contractor's Liability Insurance under this Section which shall be on a per project basis covering the Contractor with minimum limits of: a. $1,000,000 each occurrence b. $2,000,000 aggregate limit 3. The policy must have an endorsement (Amendment – Aggregate Limits of Insurance) making the General Aggregate Limits apply separately to each job site. 4. The Commercial General Liability Insurance policies shall provide “X”, “C”, and “U” coverage’s. Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. C. Automobile Liability. A commercial business auto policy shall provide coverage on “any auto”, defined as autos owned, hired and non-owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. 1. Automobile Liability, Contractor’s Liability Insurance under this Section, which shall be in an amount not less than the following amounts: a. Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", defined as autos owned, hired and non-owned. 00 73 10- 11 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 11 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 1) $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at least: 2) $250,000 Bodily Injury per person 3) $500,000 Bodily Injury per accident / 4) $100,000 Property Damage D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the following requirements: 1. The Contractor’s construction activities will require its employees, agents, subcontractors, equipment, and material deliveries to cross railroad properties and tracks owned and operated by: ____________________________________________________________ Write the name of the railroad company. (If none, then write none) 2. The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains or other property. Such operations on railroad properties may require that Contractor to execute a “Right of Entry Agreement” with the particular railroad company or companies involved, and to this end the Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute the right-of-entry (if any) required by a railroad company. The requirements specified herein likewise relate to the Contractor’s use of private and/or construction access roads crossing said railroad company’s properties. 3. The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide coverage for not less than the following amounts, issued by companies satisfactory to the City and to the Railroad Company for a term that continues for so long as the Contractor’s operations and work cross, occupy, or touch railroad property: a. General Aggregate: _____________________________________ Enter limits provided by Railroad Company (If none, write none) b. Each Occurrence: : _____________________________________ Enter limits provided by Railroad Company (If none, write none) 4. With respect to the above outlined insurance requirements, the following shall govern: a. Where a single railroad company is involved, the Contractor shall provide one insurance policy in the name of the railroad company. However, if more than one grade separation or at-grade crossing is affected by the Project at entirely separate locations on the line or lines of the same railroad company, separate coverage may be required, each in the amount stated above. b. Where more than one railroad company is operating on the same right-of-way or where several railroad companies are involved and operated on their own separate rights-of- 00 73 10- 12 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 12 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 way, the Contractor may be required to provide separate insurance policies in the name of each railroad company. c. If, in addition to a grade separation or an at-grade crossing, other work or activity is proposed on a railroad company’s right-of-way at a location entirely separate from the grade separation or at-grade crossing, insurance coverage for this work must be included in the policy covering the grade separation. d. If no grade separation is involved but other work is proposed on a railroad company’s right-of-way, all such other work may be covered in a single policy for that railroad, even though the work may be at two or more separate locations. 5. No work or activities on a railroad company’s property to be performed by the Contractor shall be commenced until the Contractor has furnished the City with an original policy or policies of the insurance for each railroad company named, as required above. All such insurance must be approved by the City and each affected Railroad Company prior to the Contractor’s beginning work. 6. The insurance specified above must be carried until all Work to be performed on the railroad right-of-way has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. Such insurance must name the railroad company as the insured, together with any tenant or lessee of the railroad company operating over tracks involved in the Project. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 4.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the Developer and City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the Developer or City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the Developer or City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 5 – CONTRACTOR’S RESPONSIBILITIES 5.01 Supervision and Superintendent A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the 00 73 10- 13 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 13 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor’s representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 5.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City’s written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication) to perform Work: 1. for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 5.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. 00 73 10- 14 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 14 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. 5.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.01 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.01 and the General Requirements) proposed adjustments in the Project Schedule. 2. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 9. Adjustments in Contract Time for projects with City participation shall be made by participating change orders. 5.05 Substitutes and “Or-Equals” A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or “or-equal” item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. 1. “Or-Equal” Items: If in City’s sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an “or-equal” item, in which case review and approval of the proposed item may, in City’s sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 5.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and 00 73 10- 15 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 15 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City’s sole discretion an item of material or equipment proposed by Contractor does not qualify as an “or-equal” item under Paragraph 5.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 01 25 00 and: 1) shall certify that the proposed substitute item will: i. perform adequately the functions and achieve the results called for by the general design; ii. be similar in substance to that specified; iii. be suited to the same use as that specified; and 2) will state: i. the extent, if any, to which the use of the proposed substitute item will prejudice Contractor’s achievement of final completion on time; ii. whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; iii. whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; and 3) will identify: i. all variations of the proposed substitute item from that specified; ii. available engineering, sales, maintenance, repair, and replacement services; and 00 73 10- 16 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 16 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City’s sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 5.05.A.2. C. City’s Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 5.05.A and 5.05.B. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No “or-equal” or substitute will be ordered, installed or utilized until City’s review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an “or-equal.” City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor’s expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City’s Cost Reimbursement: City will record City’s costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 5.05.A.2 and 5.05.B. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents. F. Contractor’s Expense: Contractor shall provide all data in support of any proposed substitute or “or-equal” at Contractor’s expense. G. Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Participating Change Order. 5.06 Pre-Qualification of Bidders (Prime Contractors and Subcontractors) A. The Contractor and any subcontractors are required to be prequalified for the work types requiring pre-qualification 5.07 Concerning Subcontractors, Suppliers, and Others A. Minority and Women Owned Business Enterprise Compliance: 00 73 10- 17 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 17 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Required for this Contract. (Check this box if there is any City Participation) Not Required for this Contract. It is City policy to ensure the full and equitable participation by Minority and Women Business Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MWBE goal, Contractor is required to comply with the intent of the City’s MWBE Ordinance (as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MWBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MWBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MWBE. Material misrepresentation of any nature will be grounds for termination of the Contract. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. B. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor’s own acts and omissions. Nothing in the Contract Documents: 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. C. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. D. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. E. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of these Contract 00 73 10- 18 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 18 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Documents, Contractor shall provide City contract numbers and reference numbers to the Subcontractors and/or Suppliers. 5.08 Wage Rates Required for this Contract. Not Required for this Contract. A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City’s determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 11th day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and 00 73 10- 19 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 19 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. Progress Payments. With each progress payment or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 5.09 Patent Fees and Royalties A. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 5.10 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor’s compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor’s responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor’s obligations under Paragraph 3.01. 5.11 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or 00 73 10- 20 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 20 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 5.18, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City or Developer, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and shall be entitled to recover its cost in doing so. The City may withhold Final Acceptance until clean-up is complete and cost are recovered. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 5.12 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved 00 73 10- 21 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 21 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 5.13 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City’s safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor’s safety program, if any, with which City’s employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 5.13.A.2 or 5.13.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor’s duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 5.14 Safety Representative Contractor shall inform City in writing of Contractor’s designated safety representative at the Site. 00 73 10- 22 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 22 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 5.15 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 5.16 Submittals A. Contractor shall submit required Submittals to City for review and acceptance. Each submittal will be identified as required by City. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 5.16.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For-Information-Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 5.16.C. B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City’s review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City’s Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City’s review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 00 73 10- 23 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 23 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 2. City’s review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City’s review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City’s review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 5.17 Contractor’s General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor’s warranty and guarantee. B. Contractor’s warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or 2. normal wear and tear under normal usage. C. Contractor’s obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor’s obligation to perform the Work in accordance with the Contract Documents: 1. observations by City; 2. recommendation or payment by City or Developer of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or 00 73 10- 24 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 24 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 4.02.B. The City will give notice of observed defects with reasonable promptness. 5.18 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS 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. 5.19 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor’s responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional’s written approval when submitted to City. 00 73 10- 25 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 25 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 5.19, City’s review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City’s review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 5.16.C. 5.20 Right to Audit: A. The City reserves the right to audit all projects utilizing City funds B. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. C. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all Subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. D. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 5.21 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit- related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. 00 73 10- 26 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 26 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 ARTICLE 6 – OTHER WORK AT THE SITE 6.01 Related Work at Site A. City may perform other work related to the Project at the Site with City’s employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other work with City’s employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor’s Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor’s Work. Contractor’s failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor’s Work except for latent defects in the work provided by others. ARTICLE 7 – CITY’S RESPONSIBILITIES 7.01 Inspections, Tests, and Approvals City’s responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 11.03. 7.02 Limitations on City’s Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor’s means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor’s failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 5.13. 00 73 10- 27 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 27 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 7.03 Compliance with Safety Program While at the Site, City’s employees and representatives shall comply with the specific applicable requirements of Contractor’s safety programs of which City has been informed pursuant to Paragraph 5.13. ARTICLE 8 – CITY’S OBSERVATION STATUS DURING CONSTRUCTION 8.01 City’s Project Representative City will provide one or more Project Representative(s) during the construction period. The duties and responsibilities and the limitations of authority of City’s representative during construction are set forth in the Contract Documents. A. City’s Project Representative will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor’s executed Work. Based on information obtained during such visits and observations, City’s Project Representative will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City’s Project Representative will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City’s Project Representative’s efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City’s Project Representative’s visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents. 8.02 Authorized Variations in Work City’s Project Representative may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City Developer, and also on Contractor, who shall perform the Work involved promptly. 8.03 Rejecting Defective Work City will have authority to reject Work which City’s Project Representative believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 11, whether or not the Work is fabricated, installed, or completed. 00 73 10- 28 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 28 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 8.04 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City’s Project Representative will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City’s written decision will be final (except as modified to reflect changed factual conditions or more accurate data). ARTICLE 9 – CHANGES IN THE WORK 9.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Participating Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price on a project with City participation, a Field Order may be issued by the City. 9.02 Notification to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor’s responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. ARTICLE 10 – CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 10.01 Change of Contract Price A. The Contract Price may only be changed by a Participating Change Order for projects with City participation. 10.02 Change of Contract Time A. The Contract Time may only be changed by a Participating Change Order for projects with City participation. 10.03 Delays A. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. 00 73 10- 29 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 29 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 ARTICLE 11 – TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 11.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 11.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor’s safety procedures and programs so that they may comply therewith as applicable. 11.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections, which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re-tests, or approvals required for City’s acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor’s purchase thereof for incorporation in the Work. Such inspections, tests, re-tests, or approvals shall be performed by organizations approved by City. D. City may arrange for the services of an independent testing laboratory (“Testing Lab”) to perform any inspections or tests (“Testing”) for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible, with Contractor; 2. Should any Testing under this Section 11.03 D result in a “fail”, “did not pass” or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor’s cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. 00 73 10- 30 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 30 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 3. Any amounts owed for any retest under this Section 11.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Developer/Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue a letter of Final Acceptance until the Testing Lab is Paid E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. 11.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City’s observation and replaced at Contractor’s expense. 11.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 11.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 11.06 or Paragraph 11.07, Contractor shall take no action that would void or otherwise impair City’s special warranty and guarantee, if any, on said Work. 11.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract 00 73 10- 31 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 31 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor’s use by City or permitted by Laws and Regulations as contemplated in Paragraph 5.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City’s written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City’s written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. C. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 11.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor and Developer should such additional warranty coverage be required. Contractor’s obligations under this Paragraph 11.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 11.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 11.08 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 11.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven (7) days written notice to Contractor and the Developer, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 11.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor’s services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are 00 73 10- 32 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 32 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 stored elsewhere. Contractor shall allow City, City’s representatives, agents, consultants, employees, and City’s other contractors, access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Work attributable to the exercise of City’s rights and remedies under this Paragraph 11.09. ARTICLE 12 – COMPLETION 12.01 Contractor’s Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment will pass to City no later than the time of Final Acceptance and shall be free and clear of all Liens. 12.02 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which City, determines constitutes a separately functioning and usable part of the Work that can be used by City for its intended purpose without significant interference with Contractor’s performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 12.03 Final Inspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: 00 73 10- 33 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 33 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 1. within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. 12.04 Final Acceptance A. Upon completion by Contractor to City’s satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance upon the satisfaction of the following: 1. All documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; 2. consent of the surety, if any, to Final Acceptance; 3. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and 4. affidavits of payments and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. 5. after all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor’s insurance provider for resolution. 6. Issuing Final Acceptance by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. ARTICLE 13 – SUSPENSION OF WORK 13.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will stop contract time on City participation projects. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not 00 73 10- 34 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 34 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. ARTICLE 14 – MISCELLANEOUS 14.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 14.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 14.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. 00 73 10- 35 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 35 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 14.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 14.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. DIVISION 01 GENERAL REQUIREMENTS 01 11 00 - 1 DAP SUMMARY OF WORK Page 1 of 3 CITY OF FORT WORTH Intermodal Logistics Center STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project #103117 Revised December 20, 2012 SECTION 01 11 00 SUMMARY OF WORK PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Summary of Work to be performed in accordance with the Contract Documents B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1 - General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Work Covered by Contract Documents 1. Work is to include furnishing all labor, materials, and equipment, and performing all Work necessary for this construction project as detailed in the Drawings and Specifications. B. Subsidiary Work 1. Any and all Work specifically governed by documentary requirements for the project, such as conditions imposed by the Drawings or Contract Documents in which no specific item for bid has been provided for in the Proposal and the item is not a typical unit bid item included on the standard bid item list, then the item shall be considered as a subsidiary item of Work, the cost of which shall be included in the price bid in the Proposal for various bid items. C. Use of Premises 1. Coordinate uses of premises under direction of the City. 2. Assume full responsibility for protection and safekeeping of materials and equipment stored on the Site. 3. Use and occupy only portions of the public streets and alleys, or other public places or other rights-of-way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by the City. a. A reasonable amount of tools, materials, and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. 01 11 00 - 2 DAP SUMMARY OF WORK Page 2 of 3 CITY OF FORT WORTH Intermodal Logistics Center STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project #103117 Revised December 20, 2012 b. Excavated and waste materials shall be stored in such a way as not to interfere with the use of spaces that may be designated to be left free and unobstructed and so as not to inconvenience occupants of adjacent property. c. If the street is occupied by railroad tracks, the Work shall be carried on in such manner as not to interfere with the operation of the railroad. 1) All Work shall be in accordance with railroad requirements set forth in Division 0 as well as the railroad permit. D. Work within Easements 1. Do not enter upon private property for any purpose without having previously obtained permission from the owner of such property. 2. Do not store equipment or material on private property unless and until the specified approval of the property owner has been secured in writing by the Contractor and a copy furnished to the City. 3. Unless specifically provided otherwise, clear all rights-of-way or easements of obstructions which must be removed to make possible proper prosecution of the Work as a part of the project construction operations. 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, lawns, fences, culverts, curbing, and all other types of structures or improvements, to all water, sewer, and gas lines, to all conduits, overhead pole lines, or appurtenances thereof, including the construction of temporary fences and to all other public or private property adjacent to the Work. 5. Notify the proper representatives of the owners or occupants of the public or private lands of interest in lands which might be affected by the Work. a. Such notice shall be made at least 48 hours in advance of the beginning of the Work. b. Notices shall be applicable to both public and private utility companies and any corporation, company, individual, or other, either as owners or occupants, whose land or interest in land might be affected by the Work. c. Be responsible for all damage or injury to property of any character resulting from any act, omission, neglect, or misconduct in the manner or method or execution of the Work, or at any time due to defective work, material, or equipment. 6. Fence a. Restore all fences encountered and removed during construction of the Project to the original or a better than original condition. b. Erect temporary fencing in place of the fencing removed whenever the Work is not in progress and when the site is vacated overnight, and/or at all times to provide site security. c. The cost for all fence work within easements, including removal, temporary closures and replacement, shall be subsidiary to the various items bid in the project proposal, unless a bid item is specifically provided in the proposal. 01 11 00 - 3 DAP SUMMARY OF WORK Page 3 of 3 CITY OF FORT WORTH Intermodal Logistics Center STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project #103117 Revised December 20, 2012 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 01 25 00 - 1 DAP SUBSTITUTION PROCEDURES Page 1 of 4 CITY OF FORT WORTH Intermodal Logistics Center STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project #103117 Revised August 30, 2013 SECTION 01 25 00 SUBSTITUTION PROCEDURES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. The procedure for requesting the approval of substitution of a product that is not equivalent to a product which is specified by descriptive or performance criteria or defined by reference to 1 or more of the following: a. Name of manufacturer b. Name of vendor c. Trade name d. Catalog number 2. Substitutions are not "or-equals". B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Request for Substitution - General 1. Within 30 days after award of Contract (unless noted otherwise), the City will consider formal requests from Contractor for substitution of products in place of those specified. 2. Certain types of equipment and kinds of material are described in Specifications by means of references to names of manufacturers and vendors, trade names, or catalog numbers. a. When this method of specifying is used, it is not intended to exclude from consideration other products bearing other manufacturer's or vendor's names, trade names, or catalog numbers, provided said products are "or-equals," as determined by City. 3. Other types of equipment and kinds of material may be acceptable substitutions under the following conditions: a. Or-equals are unavailable due to strike, discontinued production of products meeting specified requirements, or other factors beyond control of Contractor; or, 01 25 00 - 2 DAP SUBSTITUTION PROCEDURES Page 2 of 4 CITY OF FORT WORTH Intermodal Logistics Center STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project #103117 Revised August 30, 2013 b. Contractor proposes a cost and/or time reduction incentive to the City. 1.5 SUBMITTALS A. See Request for Substitution Form (attached) B. Procedure for Requesting Substitution 1. Substitution shall be considered only: a. After award of Contract b. Under the conditions stated herein 2. Submit 3 copies of each written request for substitution, including: a. Documentation 1) Complete data substantiating compliance of proposed substitution with Contract Documents 2) Data relating to changes in construction schedule, when a reduction is proposed 3) Data relating to changes in cost b. For products 1) Product identification a) Manufacturer's name b) Telephone number and representative contact name c) Specification Section or Drawing reference of originally specified product, including discrete name or tag number assigned to original product in the Contract Documents 2) Manufacturer's literature clearly marked to show compliance of proposed product with Contract Documents 3) Itemized comparison of original and proposed product addressing product characteristics including, but not necessarily limited to: a) Size b) Composition or materials of construction c) Weight d) Electrical or mechanical requirements 4) Product experience a) Location of past projects utilizing product b) Name and telephone number of persons associated with referenced projects knowledgeable concerning proposed product c) Available field data and reports associated with proposed product 5) Samples a) Provide at request of City. b) Samples become the property of the City. c. For construction methods: 1) Detailed description of proposed method 2) Illustration drawings C. Approval or Rejection 1. Written approval or rejection of substitution given by the City 2. City reserves the right to require proposed product to comply with color and pattern of specified product if necessary to secure design intent. 3. In the event the substitution is approved, if a reduction in cost or time results, it will be documented by Change Order. 01 25 00 - 3 DAP SUBSTITUTION PROCEDURES Page 3 of 4 CITY OF FORT WORTH Intermodal Logistics Center STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project #103117 Revised August 30, 2013 4. Substitution will be rejected if: a. Submittal is not through the Contractor with his stamp of approval b. Request is not made in accordance with this Specification Section c. In the Developer’s opinion, acceptance will require substantial revision of the original design d. In the City’s or Developer’s opinion, substitution will not perform adequately the function consistent with the design intent 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. In making request for substitution or in using an approved product, the Contractor represents that the Contractor: 1. Has investigated proposed product, and has determined that it is adequate or superior in all respects to that specified, and that it will perform function for which it is intended 2. Will provide same guarantee for substitute item as for product specified 3. Will coordinate installation of accepted substitution into Work, to include building modifications if necessary, making such changes as may be required for Work to be complete in all respects 4. Waives all claims for additional costs related to substitution which subsequently arise 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 01 25 00 - 4 DAP SUBSTITUTION PROCEDURES Page 4 of 4 CITY OF FORT WORTH Intermodal Logistics Center STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project #103117 Revised August 30, 2013 EXHIBIT A REQUEST FOR SUBSTITUTION FORM: TO: PROJECT: DATE: We hereby submit for your consideration the following product instead of the specified item for the above project: SECTION PARAGRAPH SPECIFIED ITEM Proposed Substitution: Reason for Substitution: Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Fill in Blanks Below: A. Will the undersigned contractor pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? B. What effect does substitution have on other trades? C. Differences between proposed substitution and specified item? D. Differences in product cost or product delivery time? E. Manufacturer's guarantees of the proposed and specified items are: Equal Better (explain on attachment) The undersigned states that the function, appearance and quality are equivalent or superior to the specified item. Submitted By: For Use by City Signature Recommended Recommended as noted Firm Not recommended Received late Address By Date Date Remarks Telephone For Use by City: Approved Rejected City Date 01 31 19 - 1 DAP PRECONSTRUCTION MEETING Page 1 of 3 CITY OF FORT WORTH Intermodal Logistics Center STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project #103117 Revised August 30, 2013 SECTION 01 31 19 PRECONSTRUCTION MEETING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Provisions for the preconstruction meeting to be held prior to the start of Work to clarify construction contract administration procedures B. Deviations from this City of Fort Worth Standard Specification 1. No construction schedule required unless requested by the City. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Attend preconstruction meeting. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meeting administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. B. Preconstruction Meeting 1. A preconstruction meeting will be held within 14 days after the delivery of the distribution package to the City. a. The meeting will be scheduled and administered by the City. 2. The Project Representative will preside at the meeting, prepare the notes of the meeting and distribute copies of same to all participants who so request by fully completing the attendance form to be circulated at the beginning of the meeting. 3. Attendance shall include: a. Developer and Consultant b. Contractor's project manager c. Contractor's superintendent d. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request 01 31 19 - 2 DAP PRECONSTRUCTION MEETING Page 2 of 3 CITY OF FORT WORTH Intermodal Logistics Center STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project #103117 Revised August 30, 2013 e. Other City representatives f. Others as appropriate 4. Preliminary Agenda may include: a. Introduction of Project Personnel b. General Description of Project c. Status of right-of-way, utility clearances, easements or other pertinent permits d. Contractor’s work plan and schedule e. Contract Time f. Notice to Proceed g. Construction Staking h. Progress Payments i. Extra Work and Change Order Procedures j. Field Orders k. Disposal Site Letter for Waste Material l. Insurance Renewals m. Payroll Certification n. Material Certifications and Quality Control Testing o. Public Safety and Convenience p. Documentation of Pre-Construction Conditions q. Weekend Work Notification r. Legal Holidays s. Trench Safety Plans t. Confined Space Entry Standards u. Coordination with the City’s representative for operations of existing water systems v. Storm Water Pollution Prevention Plan w. Coordination with other Contractors x. Early Warning System y. Contractor Evaluation z. Special Conditions applicable to the project aa. Damages Claims bb. Submittal Procedures cc. Substitution Procedures dd. Correspondence Routing ee. Record Drawings ff. Temporary construction facilities gg. MBE/SBE procedures hh. Final Acceptance ii. Final Payment jj. Questions or Comments 01 31 19 - 3 DAP PRECONSTRUCTION MEETING Page 3 of 3 CITY OF FORT WORTH Intermodal Logistics Center STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project #103117 Revised August 30, 2013 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 01 32 33 - 1 DAP PRECONSTRUCTION VIDEO Page 1 of 2 CITY OF FORT WORTH Intermodal Logistics Center STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project #103117 Revised August 30, 2013 SECTION 01 32 33 PRECONSTRUCTION VIDEO PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative and procedural requirements for: a. Preconstruction Videos B. Deviations from this City of Fort Worth Standard Specification 1. Though not mandatory, it is highly recommended on infill developer projects. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Preconstruction Video 1. Produce a preconstruction video of the site/alignment, including all areas in the vicinity of and to be affected by construction. a. Provide digital copy of video upon request by the City. 2. Retain a copy of the preconstruction video until the end of the maintenance surety period. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] 01 32 33 - 2 DAP PRECONSTRUCTION VIDEO Page 2 of 2 CITY OF FORT WORTH Intermodal Logistics Center STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project #103117 Revised August 30, 2013 PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 01 33 00 - 1 DAP SUBMITTALS Page 1 of 8 CITY OF FORT WORTH Intermodal Logistics Center STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project #103117 Revised August 30, 2013 SECTION 01 33 00 DAP SUBMITTALS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. General methods and requirements of submissions applicable to the following Work-related submittals: a. Shop Drawings b. Product Data (including Standard Product List submittals) c. Samples d. Mock Ups B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Notify the City in writing, at the time of submittal, of any deviations in the submittals from the requirements of the Contract Documents. 2. Coordination of Submittal Times a. Prepare, prioritize and transmit each submittal sufficiently in advance of performing the related Work or other applicable activities, or within the time specified in the individual Work Sections, of the Specifications. b. Contractor is responsible such that the installation will not be delayed by processing times including, but not limited to: a) Disapproval and resubmittal (if required) b) Coordination with other submittals c) Testing d) Purchasing e) Fabrication f) Delivery g) Similar sequenced activities c. No extension of time will be authorized because of the Contractor's failure to transmit submittals sufficiently in advance of the Work. 01 33 00 - 2 DAP SUBMITTALS Page 2 of 8 CITY OF FORT WORTH Intermodal Logistics Center STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project #103117 Revised August 30, 2013 d. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Submittal Numbering 1. When submitting shop drawings or samples, utilize a 9-character submittal cross- reference identification numbering system in the following manner: a. Use the first 6 digits of the applicable Specification Section Number. b. For the next 2 digits number use numbers 01-99 to sequentially number each initial separate item or drawing submitted under each specific Section number. c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical submittal number would be as follows: 03 30 00-08-B 1) 03 30 00 is the Specification Section for Concrete 2) 08 is the eighth initial submittal under this Specification Section 3) B is the third submission (second resubmission) of that particular shop drawing C. Contractor Certification 1. Review shop drawings, product data and samples, including those by subcontractors, prior to submission to determine and verify the following: a. Field measurements b. Field construction criteria c. Catalog numbers and similar data d. Conformance with the Contract Documents 2. Provide each shop drawing, sample and product data submitted by the Contractor with a Certification Statement affixed including: a. The Contractor's Company name b. Signature of submittal reviewer c. Certification Statement 1) “By this submittal, I hereby represent that I have determined and verified field measurements, field construction criteria, materials, dimensions, catalog numbers and similar data and I have checked and coordinated each item with other applicable approved shop drawings." D. Submittal Format 1. Fold shop drawings larger than 8 ½ inches x 11 inches to 8 ½ inches x 11inches. 2. Bind shop drawings and product data sheets together. 3. Order a. Cover Sheet 1) Description of Packet 2) Contractor Certification b. List of items / Table of Contents c. Product Data /Shop Drawings/Samples /Calculations E. Submittal Content 1. The date of submission and the dates of any previous submissions 01 33 00 - 3 DAP SUBMITTALS Page 3 of 8 CITY OF FORT WORTH Intermodal Logistics Center STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project #103117 Revised August 30, 2013 2. The Project title and number 3. Contractor identification 4. The names of: a. Contractor b. Supplier c. Manufacturer 5. Identification of the product, with the Specification Section number, page and paragraph(s) 6. Field dimensions, clearly identified as such 7. Relation to adjacent or critical features of the Work or materials 8. Applicable standards, such as ASTM or Federal Specification numbers 9. Identification by highlighting of deviations from Contract Documents 10. Identification by highlighting of revisions on resubmittals 11. An 8-inch x 3-inch blank space for Contractor and City stamps F. Shop Drawings 1. As specified in individual Work Sections includes, but is not necessarily limited to: a. Custom-prepared data such as fabrication and erection/installation (working) drawings b. Scheduled information c. Setting diagrams d. Actual shopwork manufacturing instructions e. Custom templates f. Special wiring diagrams g. Coordination drawings h. Individual system or equipment inspection and test reports including: 1) Performance curves and certifications i. As applicable to the Work 2. Details a. Relation of the various parts to the main members and lines of the structure b. Where correct fabrication of the Work depends upon field measurements 1) Provide such measurements and note on the drawings prior to submitting for approval. G. Product Data 1. For submittals of product data for products included on the City’s Standard Product List, clearly identify each item selected for use on the Project. 2. For submittals of product data for products not included on the City’s Standard Product List, submittal data may include, but is not necessarily limited to: a. Standard prepared data for manufactured products (sometimes referred to as catalog data) 1) Such as the manufacturer's product specification and installation instructions 2) Availability of colors and patterns 3) Manufacturer's printed statements of compliances and applicability 4) Roughing-in diagrams and templates 5) Catalog cuts 6) Product photographs 01 33 00 - 4 DAP SUBMITTALS Page 4 of 8 CITY OF FORT WORTH Intermodal Logistics Center STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project #103117 Revised August 30, 2013 7) Standard wiring diagrams 8) Printed performance curves and operational-range diagrams 9) Production or quality control inspection and test reports and certifications 10) Mill reports 11) Product operating and maintenance instructions and recommended spare-parts listing and printed product warranties 12) As applicable to the Work H. Samples 1. As specified in individual Sections, include, but are not necessarily limited to: a. Physical examples of the Work such as: 1) Sections of manufactured or fabricated Work 2) Small cuts or containers of materials 3) Complete units of repetitively used products color/texture/pattern swatches and range sets 4) Specimens for coordination of visual effect 5) Graphic symbols and units of Work to be used by the City for independent inspection and testing, as applicable to the Work I. Do not start Work requiring a shop drawing, sample or product data nor any material to be fabricated or installed prior to the approval or qualified approval of such item. 1. Fabrication performed, materials purchased or on-site construction accomplished which does not conform to approved shop drawings and data is at the Contractor's risk. 2. The City will not be liable for any expense or delay due to corrections or remedies required to accomplish conformity. 3. Complete project Work, materials, fabrication, and installations in conformance with approved shop drawings, applicable samples, and product data. J. Submittal Distribution 1. Electronic Distribution a. Confirm development of Project directory for electronic submittals to be uploaded to City’s Buzzsaw site, or another external FTP site approved by the City. b. Shop Drawings 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals b) If Contractor requires more than 1 hard copy of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. c. Product Data 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals d. Samples 1) Distributed to the Project Representative 2. Hard Copy Distribution (if required in lieu of electronic distribution) 01 33 00 - 5 DAP SUBMITTALS Page 5 of 8 CITY OF FORT WORTH Intermodal Logistics Center STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project #103117 Revised August 30, 2013 a. Shop Drawings 1) Distributed to the City 2) Copies a) 8 copies for mechanical submittals b) 7 copies for all other submittals c) If Contractor requires more than 3 copies of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. b. Product Data 1) Distributed to the City 2) Copies a) 4 copies c. Samples 1) Distributed to the Project Representative 2) Copies a) Submit the number stated in the respective Specification Sections. 3. Distribute reproductions of approved shop drawings and copies of approved product data and samples, where required, to the job site file and elsewhere as directed by the City. a. Provide number of copies as directed by the City but not exceeding the number previously specified. K. Submittal Review 1. The review of shop drawings, data and samples will be for general conformance with the design concept and Contract Documents. This is not to be construed as: a. Permitting any departure from the Contract requirements b. Relieving the Contractor of responsibility for any errors, including details, dimensions, and materials c. Approving departures from details furnished by the City, except as otherwise provided herein 2. The review and approval of shop drawings, samples or product data by the City does not relieve the Contractor from his/her responsibility with regard to the fulfillment of the terms of the Contract. a. All risks of error and omission are assumed by the Contractor, and the City will have no responsibility therefore. 3. The Contractor remains responsible for details and accuracy, for coordinating the Work with all other associated work and trades, for selecting fabrication processes, for techniques of assembly and for performing Work in a safe manner. 4. If the shop drawings, data or samples as submitted describe variations and show a departure from the Contract requirements which City finds to be in the interest of the City and to be so minor as not to involve a change in Contract Price or time for performance, the City may return the reviewed drawings without noting an exception. 5. Submittals will be returned to the Contractor under 1 of the following codes: a. Code 1 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or comments on the submittal. a) When returned under this code the Contractor may release the equipment and/or material for manufacture. b. Code 2 01 33 00 - 6 DAP SUBMITTALS Page 6 of 8 CITY OF FORT WORTH Intermodal Logistics Center STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project #103117 Revised August 30, 2013 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the notations and comments IS NOT required by the Contractor. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. c. Code 3 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned when notations and comments are extensive enough to require a resubmittal of the package. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. b) This resubmittal is to address all comments, omissions and non-conforming items that were noted. c) Resubmittal is to be received by the City within 15 Calendar Days of the date of the City's transmittal requiring the resubmittal. d. Code 4 1) "NOT APPROVED" is assigned when the submittal does not meet the intent of the Contract Documents. a) The Contractor must resubmit the entire package revised to bring the submittal into conformance. b) It may be necessary to resubmit using a different manufacturer/vendor to meet the Contract Documents. 6. Resubmittals a. Handled in the same manner as first submittals 1) Corrections other than requested by the City 2) Marked with revision triangle or other similar method a) At Contractor’s risk if not marked b. Submittals for each item will be reviewed no more than twice at the City’s expense. 1) All subsequent reviews will be performed at times convenient to the City and at the Contractor's expense, based on the City's or City Representative’s then prevailing rates. 2) Provide Contractor reimbursement to the City within 30 Calendar Days for all such fees invoiced by the City. c. The need for more than 1 resubmission or any other delay in obtaining City's review of submittals, will not entitle the Contractor to an extension of Contract Time. 7. Partial Submittals a. City reserves the right to not review submittals deemed partial, at the City’s discretion. b. Submittals deemed by the City to be not complete will be returned to the Contractor, and will be considered "Not Approved" until resubmitted. c. The City may at its option provide a list or mark the submittal directing the Contractor to the areas that are incomplete. 8. If the Contractor considers any correction indicated on the shop drawings to constitute a change to the Contract Documents, then written notice must be provided thereof to the Developer at least 7 Calendar Days prior to release for manufacture. 01 33 00 - 7 DAP SUBMITTALS Page 7 of 8 CITY OF FORT WORTH Intermodal Logistics Center STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project #103117 Revised August 30, 2013 9. When the shop drawings have been completed to the satisfaction of the City, the Contractor may carry out the construction in accordance therewith and no further changes therein except upon written instructions from the City. 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days following receipt of submittal by the City. L. Mock ups 1. Mock Up units as specified in individual Sections, include, but are not necessarily limited to, complete units of the standard of acceptance for that type of Work to be used on the Project. Remove at the completion of the Work or when directed. M. Qualifications 1. If specifically required in other Sections of these Specifications, submit a P.E. Certification for each item required. N. Request for Information (RFI) 1. Contractor Request for additional information a. Clarification or interpretation of the contract documents b. When the Contractor believes there is a conflict between Contract Documents c. When the Contractor believes there is a conflict between the Drawings and Specifications 1) Identify the conflict and request clarification 2. Sufficient information shall be attached to permit a written response without further information. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] 01 33 00 - 8 DAP SUBMITTALS Page 8 of 8 CITY OF FORT WORTH Intermodal Logistics Center STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project #103117 Revised August 30, 2013 PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days 01 35 13 - 1 DAP SPECIAL PROJECT PROCEDURES Page 1 of 7 CITY OF FORT WORTH Intermodal Logistics Center STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project #103117 Revised August, 30, 2013 SECTION 01 35 13 SPECIAL PROJECT PROCEDURES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. The procedures for special project circumstances that includes, but is not limited to: a. Coordination with the Texas Department of Transportation b. Work near High Voltage Lines c. Confined Space Entry Program d. Air Pollution Watch Days e. Use of Explosives, Drop Weight, Etc. f. Water Department Notification g. Public Notification Prior to Beginning Construction h. Coordination with United States Army Corps of Engineers i. Coordination within Railroad permits areas j. Dust Control k. Employee Parking B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 3. Section 33 12 25 – Connection to Existing Water Mains 1.2 REFERENCES A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. 3. North Central Texas Council of Governments (NCTCOG) – Clean Construction Specification 1.3 ADMINISTRATIVE REQUIREMENTS A. Coordination with the Texas Department of Transportation 1. When work in the right-of-way which is under the jurisdiction of the Texas Department of Transportation (TxDOT): a. Notify the Texas Department of Transportation prior to commencing any work therein in accordance with the provisions of the permit 01 35 13 - 2 DAP SPECIAL PROJECT PROCEDURES Page 2 of 7 CITY OF FORT WORTH Intermodal Logistics Center STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project #103117 Revised August, 30, 2013 b. All work performed in the TxDOT right-of-way shall be performed in compliance with and subject to approval from the Texas Department of Transportation B. Work near High Voltage Lines 1. Regulatory Requirements a. All Work near High Voltage Lines (more than 600 volts measured between conductors or between a conductor and the ground) shall be in accordance with Health and Safety Code, Title 9, Subtitle A, Chapter 752. 2. Warning sign a. Provide sign of sufficient size meeting all OSHA requirements. 3. Equipment operating within 10 feet of high voltage lines will require the following safety features a. Insulating cage-type of guard about the boom or arm b. Insulator links on the lift hook connections for back hoes or dippers c. Equipment must meet the safety requirements as set forth by OSHA and the safety requirements of the owner of the high voltage lines 4. Work within 6 feet of high voltage electric lines a. Notification shall be given to: 1) The power company (example: ONCOR) a) Maintain an accurate log of all such calls to power company and record action taken in each case. b. Coordination with power company 1) After notification coordinate with the power company to: a) Erect temporary mechanical barriers, de-energize the lines, or raise or lower the lines c. No personnel may work within 6 feet of a high voltage line before the above requirements have been met. C. Confined Space Entry Program 1. Provide and follow approved Confined Space Entry Program in accordance with OSHA requirements. 2. Confined Spaces include: a. Manholes b. All other confined spaces in accordance with OSHA’s Permit Required for Confined Spaces D. Use of Explosives, Drop Weight, Etc. 1. When Contract Documents permit on the project the following will apply: a. Public Notification 1) Submit notice to City and proof of adequate insurance coverage, 24 hours prior to commencing. 2) Minimum 24 hour public notification in accordance with Section 01 31 13 E. Water Department Coordination 1. During the construction of this project, it will be necessary to deactivate, for a period of time, existing lines. The Contractor shall be required to coordinate with the Water Department to determine the best times for deactivating and activating those lines. 01 35 13 - 3 DAP SPECIAL PROJECT PROCEDURES Page 3 of 7 CITY OF FORT WORTH Intermodal Logistics Center STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project #103117 Revised August, 30, 2013 2. Coordinate any event that will require connecting to or the operation of an existing City water line system with the City’s representative. a. Coordination shall be in accordance with Section 33 12 25. b. If needed, obtain a hydrant water meter from the Water Department for use during the life of named project. c. In the event that a water valve on an existing live system be turned off and on to accommodate the construction of the project is required, coordinate this activity through the appropriate City representative. 1) Do not operate water line valves of existing water system. a) Failure to comply will render the Contractor in violation of Texas Penal Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor will be prosecuted to the full extent of the law. b) In addition, the Contractor will assume all liabilities and responsibilities as a result of these actions. F. Public Notification Prior to Beginning Construction 1. Prior to beginning construction on any block in the project, on a block by block basis, prepare and deliver a notice or flyer of the pending construction to the front door of each residence or business that will be impacted by construction. The notice shall be prepared as follows: a. Post notice or flyer 7 days prior to beginning any construction activity on each block in the project area. 1) Prepare flyer on the Contractor’s letterhead and include the following information: a) Name of Project b) City Project No (CPN) c) Scope of Project (i.e. type of construction activity) d) Actual construction duration within the block e) Name of the contractor’s foreman and phone number f) Name of the City’s inspector and phone number g) City’s after-hours phone number 2) A sample of the ‘pre-construction notification’ flyer is attached as Exhibit A. 3) Submit schedule showing the construction start and finish time for each block of the project to the inspector. 4) Deliver flyer to the City Inspector for review prior to distribution. b. No construction will be allowed to begin on any block until the flyer is delivered to all residents of the block. G. Public Notification of Temporary Water Service Interruption during Construction 1. In the event it becomes necessary to temporarily shut down water service to residents or businesses during construction, prepare and deliver a notice or flyer of the pending interruption to the front door of each affected resident. 2. Prepared notice as follows: a. The notification or flyer shall be posted 24 hours prior to the temporary interruption. b. Prepare flyer on the contractor’s letterhead and include the following information: 1) Name of the project 2) City Project Number 01 35 13 - 4 DAP SPECIAL PROJECT PROCEDURES Page 4 of 7 CITY OF FORT WORTH Intermodal Logistics Center STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project #103117 Revised August, 30, 2013 3) Date of the interruption of service 4) Period the interruption will take place 5) Name of the contractor’s foreman and phone number 6) Name of the City’s inspector and phone number c. A sample of the temporary water service interruption notification is attached as Exhibit B. d. Deliver a copy of the temporary interruption notification to the City inspector for review prior to being distributed. e. No interruption of water service can occur until the flyer has been delivered to all affected residents and businesses. f. Electronic versions of the sample flyers can be obtained from the Project Construction Inspector. H. Coordination with United States Army Corps of Engineers (USACE) 1. At locations in the Project where construction activities occur in areas where USACE permits are required, meet all requirements set forth in each designated permit. I. Coordination within Railroad Permit Areas 1. At locations in the project where construction activities occur in areas where railroad permits are required, meet all requirements set forth in each designated railroad permit. This includes, but is not limited to, provisions for: a. Flagmen b. Inspectors c. Safety training d. Additional insurance e. Insurance certificates f. Other employees required to protect the right-of-way and property of the Railroad Company from damage arising out of and/or from the construction of the project. Proper utility clearance procedures shall be used in accordance with the permit guidelines. 2. Obtain any supplemental information needed to comply with the railroad’s requirements. J. Dust Control 1. Use acceptable measures to control dust at the Site. a. If water is used to control dust, capture and properly dispose of waste water. b. If wet saw cutting is performed, capture and properly dispose of slurry. K. Employee Parking 1. Provide parking for employees at locations approved by the City. 01 35 13 - 5 DAP SPECIAL PROJECT PROCEDURES Page 5 of 7 CITY OF FORT WORTH Intermodal Logistics Center STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project #103117 Revised August, 30, 2013 1.4 SUBMITTALS [NOT USED] 1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.6 CLOSEOUT SUBMITTALS [NOT USED] 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.8 QUALITY ASSURANCE [NOT USED] 1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.10 FIELD [SITE] CONDITIONS [NOT USED] 1.11 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.3.B – Added requirement of compliance with Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. 01 35 13 - 6 DAP SPECIAL PROJECT PROCEDURES Page 6 of 7 CITY OF FORT WORTH Intermodal Logistics Center STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project #103117 Revised August, 30, 2013 EXHIBIT A (To be printed on Contractor’s Letterhead) Date: CPN No.: Project Name: Mapsco Location: Limits of Construction: THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. <CONTRACTOR’S SUPERINTENDENT> AT <TELEPHONE NO.> OR Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL 01 35 13 - 7 DAP SPECIAL PROJECT PROCEDURES Page 7 of 7 CITY OF FORT WORTH Intermodal Logistics Center STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project #103117 Revised August, 30, 2013 EXHIBIT B or as 2s DAP TESTING AND INSPECTION SERVICES Page 1 of 2 SECTION Ol 45 23 TESTING AND INSPECTION SERVICES PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Testing and inspection services procedures and coardination B. Deviations from this City of Fort Worth Standard Specification l. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division D— Bidding Requirements; Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES �-1. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. a. Contractor is responsible for performing, coordinatii�g, and payment of all Quality Control testing. b. City is responsible for performing aiid payment for first set of Quality Assurance testing. 1) If the first Quality Assurance test performed by the City fails, the Contractor is responsible for payment of subsequent Quality Assurance testing until a passing test occurs. a) Final acceptance will not be issued by City until all required payments for testing by Contractor have been paid in full. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATNE REQUIREMENTS A. Testing 1. Complete testing in accordance with the Contract Documents. 2. Coordination a. When testing is required to be performed by the City, notify City, sufficiently in advance, when testing is needed. b. When testing is required to be completed by the Contractor, notify City, sufficiently in advance, that testing will be performed. 3. Distribution of Testing Reports a. Electronic Distribution 1) Confirm development of Project directory for electronic subinittals to be uploaded to the City's document management system, or another form of distribution approved by the City. CTTY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS [Inscrt Projcct Numbcr] Revised March 20, 2020 01 45 23 DAP TESTING AND INSPECTION SERVICES Page 2 of 2 2) Upload test reports to designated project directory and notify appropriate City representatives via email of submittal posting. 3) Hard Copies a) 1 copy for a11 subinittals submitted to the Project Representative b. Hard Copy Distribution (if required in lieu of electronic distribution) 1) Tests performed by City a) Distribute 1 hard copy to the Contractor 2) Tests performed by the Contractor a) Distribute 3 hard copies to City's Project Representative 4. Provide City's Project Representative with trip tickets for each delivered load of Concrete or Lime material including the following information: a. Name of pit b. Date of delivery c. Material delivered B. Inspection l. Inspection or lack of inspection does not relieve the Contractor from obligation to perform work in accordance with the Contract Documents. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED) 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 03/20/2020 D.V. Magana Removed reference to Buzzsaw and noted thaYelectronic submittals be uploaded through the City's document management system. GITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTInN SPECIFICATION DOCUMGNTS — DEVELQPER AWARDED PROJECTS [Insert Project Number] Revised March 20, 2020 01 50 00 - 1 DAP TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 CITY OF FORT WORTH Intermodal Logistics Center STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project #103117 Revised JULY 1, 2011 SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Provide temporary facilities and controls needed for the Work including, but not necessarily limited to: a. Temporary utilities b. Sanitary facilities c. Storage Sheds and Buildings d. Dust control e. Temporary fencing of the construction site B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Temporary Utilities 1. Obtaining Temporary Service a. Make arrangements with utility service companies for temporary services. b. Abide by rules and regulations of utility service companies or authorities having jurisdiction. c. Be responsible for utility service costs until Work is approved for Final Acceptance. 1) Included are fuel, power, light, heat and other utility services necessary for execution, completion, testing and initial operation of Work. 2. Water a. Contractor to provide water required for and in connection with Work to be performed and for specified tests of piping, equipment, devices or other use as required for the completion of the Work. b. Provide and maintain adequate supply of potable water for domestic consumption by Contractor personnel and City’s Project Representatives. c. Coordination 1) Contact City 1 week before water for construction is desired 01 50 00 - 2 DAP TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 CITY OF FORT WORTH Intermodal Logistics Center STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project #103117 Revised JULY 1, 2011 d. Contractor Payment for Construction Water 1) Obtain construction water meter from City for payment as billed by City’s established rates. 3. Electricity and Lighting a. Provide and pay for electric powered service as required for Work, including testing of Work. 1) Provide power for lighting, operation of equipment, or other use. b. Electric power service includes temporary power service or generator to maintain operations during scheduled shutdown. 4. Telephone a. Provide emergency telephone service at Site for use by Contractor personnel and others performing work or furnishing services at Site. 5. Temporary Heat and Ventilation a. Provide temporary heat as necessary for protection or completion of Work. b. Provide temporary heat and ventilation to assure safe working conditions. B. Sanitary Facilities 1. Provide and maintain sanitary facilities for persons on Site. a. Comply with regulations of State and local departments of health. 2. Enforce use of sanitary facilities by construction personnel at job site. a. Enclose and anchor sanitary facilities. b. No discharge will be allowed from these facilities. c. Collect and store sewage and waste so as not to cause nuisance or health problem. d. Haul sewage and waste off-site at no less than weekly intervals and properly dispose in accordance with applicable regulation. 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 4. Remove facilities at completion of Project C. Storage Sheds and Buildings 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor above ground level for materials and equipment susceptible to weather damage. 2. Storage of materials not susceptible to weather damage may be on blocks off ground. 3. Store materials in a neat and orderly manner. a. Place materials and equipment to permit easy access for identification, inspection and inventory. 4. Equip building with lockable doors and lighting, and provide electrical service for equipment space heaters and heating or ventilation as necessary to provide storage environments acceptable to specified manufacturers. 5. Fill and grade site for temporary structures to provide drainage away from temporary and existing buildings. 6. Remove building from site prior to Final Acceptance. D. Temporary Fencing 1. Provide and maintain for the duration or construction when required in contract documents E. Dust Control 01 50 00 - 3 DAP TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 CITY OF FORT WORTH Intermodal Logistics Center STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project #103117 Revised JULY 1, 2011 1. Contractor is responsible for maintaining dust control through the duration of the project. a. Contractor remains on-call at all times b. Must respond in a timely manner F. Temporary Protection of Construction 1. Contractor or subcontractors are responsible for protecting Work from damage due to weather. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Temporary Facilities 1. Maintain all temporary facilities for duration of construction activities as needed. 3.5 [REPAIR] / [RESTORATION] 3.6 RE-INSTALLATION 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES A. Temporary Facilities 01 50 00 - 4 DAP TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 CITY OF FORT WORTH Intermodal Logistics Center STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project #103117 Revised JULY 1, 2011 1. Remove all temporary facilities and restore area after completion of the Work, to a condition equal to or better than prior to start of Work. 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 01 55 26 - 1 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 CITY OF FORT WORTH Intermodal Logistics Center STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project #103117 Revised July 1, 2011 SECTION 01 55 26 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative procedures for: a. Street Use Permit b. Modification of approved traffic control c. Removal of Street Signs B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 3. Section 34 71 13 – Traffic Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this specification refer to the current reference standard published at the time of the latest revision date logged at the end of this specification, unless a date is specifically cited. 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 1.4 ADMINISTRATIVE REQUIREMENTS A. Traffic Control 1. General a. When traffic control plans are included in the Drawings, provide Traffic Control in accordance with Drawings and Section 34 71 13. b. When traffic control plans are not included in the Drawings, prepare traffic control plans in accordance with Section 34 71 13 and submit to City for review. 1) Allow minimum 10 working days for review of proposed Traffic Control. B. Street Use Permit 1. Prior to installation of Traffic Control, a City Street Use Permit is required. a. To obtain Street Use Permit, submit Traffic Control Plans to City Transportation and Public Works Department. 01 55 26 - 2 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 CITY OF FORT WORTH Intermodal Logistics Center STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project #103117 Revised July 1, 2011 1) Allow a minimum of 5 working days for permit review. 2) Contractor’s responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. C. Modification to Approved Traffic Control 1. Prior to installation traffic control: a. Submit revised traffic control plans to City Department Transportation and Public Works Department. 1) Revise Traffic Control plans in accordance with Section 34 71 13. 2) Allow minimum 5 working days for review of revised Traffic Control. 3) It is the Contractor’s responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. D. Removal of Street Sign 1. If it is determined that a street sign must be removed for construction, then contact City Transportation and Public Works Department, Signs and Markings Division to remove the sign. E. Temporary Signage 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting requirements of the latest edition of the Texas Manual on Uniform Traffic Control Devices (MUTCD). 2. Install temporary sign before the removal of permanent sign. 3. When construction is complete, to the extent that the permanent sign can be reinstalled, contact the City Transportation and Public Works Department, Signs and Markings Division, to reinstall the permanent sign. F. Traffic Control Standards 1. Traffic Control Standards can be found on the City’s Buzzsaw website. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION 01 55 26 - 3 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 CITY OF FORT WORTH Intermodal Logistics Center STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project #103117 Revised July 1, 2011 Revision Log DATE NAME SUMMARY OF CHANGE 01 57 13 - 1 DAP STORM WATER POLLUTION PREVENTION Page 1 of 3 CITY OF FORT WORTH Intermodal Logistics Center STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project #103117 Revised July 1, 2011 SECTION 01 57 13 STORM WATER POLLUTION PREVENTION PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Procedures for Storm Water Pollution Prevention Plans B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 3. Section 31 25 00 – Erosion and Sediment Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Construction Activities resulting in less than 1 acre of disturbance a. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 2. Construction Activities resulting in greater than 1 acre of disturbance a. Measurement and Payment shall be in accordance with Section 31 25 00. 1.3 REFERENCES A. Abbreviations and Acronyms 1. Notice of Intent: NOI 2. Notice of Termination: NOT 3. Storm Water Pollution Prevention Plan: SWPPP 4. Texas Commission on Environmental Quality: TCEQ 5. Notice of Change: NOC A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. Integrated Storm Management (iSWM) Technical Manual for Construction Controls 1.4 ADMINISTRATIVE REQUIREMENTS A. General 1. Contractor is responsible for resolution and payment of any fines issued associated with compliance to Stormwater Pollution Prevention Plan. 01 57 13 - 2 DAP STORM WATER POLLUTION PREVENTION Page 2 of 3 CITY OF FORT WORTH Intermodal Logistics Center STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project #103117 Revised July 1, 2011 B. Construction Activities resulting in: 1. Less than 1 acre of disturbance a. Provide erosion and sediment control in accordance with Section 31 25 00 and Drawings. 2. 1 to less than 5 acres of disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) TCEQ Small Construction Site Notice Required under general permit TXR150000 a) Sign and post at job site b) Prior to Preconstruction Meeting, send 1 copy to City Department of Transportation and Public Works, Environmental Division, (817) 392- 6088. 2) Provide erosion and sediment control in accordance with: a) Section 31 25 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 3. 5 acres or more of Disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee a) Sign and post at job site b) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 2) TCEQ Notice of Change required if making changes or updates to NOI 3) Provide erosion and sediment control in accordance with: a) Section 31 25 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 4) Once the project has been completed and all the closeout requirements of TCEQ have been met a TCEQ Notice of Termination can be submitted. a) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 1.5 SUBMITTALS A. SWPPP 1. Submit in accordance with Section 01 33 00, except as stated herein. a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City as follows: 1) 1 copy to the City Project Manager a) City Project Manager will forward to the City Department of Transportation and Public Works, Environmental Division for review 01 57 13 - 3 DAP STORM WATER POLLUTION PREVENTION Page 3 of 3 CITY OF FORT WORTH Intermodal Logistics Center STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project #103117 Revised July 1, 2011 B. Modified SWPPP 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City in accordance with Section 01 33 00. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 0 I 60 00 DAP NRODUCT REQUIREMENTS Page 1 of 2 SECTION O1 60 00 PRODUCT REQU[REMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. References for Product Requirements and City Standard Products List B. Deviations from this City of Fort Worth Standard Specification l. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Fonns and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A list of City approved products for use is available through the City's website at: https://apns.forrivorthtexas.gov/ProiectResources/ and following the directory path: 02 - Construction Documents\Standard Products List A. Only products specifically included on City's Standard Product List in these Contract Documents shall be allowed for use on the Project. 1. Any subsequently approved products will only be allowed for use upon specitic approval by the City. B. Any specific product requirements in the Contract Documents supersede similar products included on the City's Standard Product List. 1. The City reserves the right to not allow products to be used for certain projects even though the product is listed on the City's Standard Product List. C. Although a specific product is included on City's Standard Product List, not all products from that manufacturer are approved for use, including but not limited to, that manufacturer's standard product. D. See Section O1 33 00 for submittal requirements of Product Data included on City's Standard Product List. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPI:CII�ICA�'ION D(�CUMGN'T'ti — DI�.VRI.OPGR AWARDGD PRO.IIiCTS �Inscrt Projcct Numbcr] Kevised March 20, 2020 01 60 00 DAP PRODUCT REQUIREMENTS Page 2 af 2 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] l.11 FIELD [SITE] CONDITIONS [NOT USED] L12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMAR� OF CHANGE 10112/I2 D. Johnson Modified Location of City's Standard Product List 4/7/2014 M.Domenech Revised for DAP application 03/20/2020 D.V. Magana Removed reference to Buzzsaw and noted that the City approved products list is accessible through the City's website. CITY OF FORT WORTH [Inserk Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMCNTS — DGVELOPLR AWARDrD PRO;IECTS [Insert Projcct Number] Revised March 20, 2020 01 66 00 - 1 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 CITY OF FORT WORTH Intermodal Logistics Center STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project #103117 Revised April 7, 2014 SECTION 01 66 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Scheduling of product delivery 2. Packaging of products for delivery 3. Protection of products against damage from: a. Handling b. Exposure to elements or harsh environments B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY AND HANDLING A. Delivery Requirements 1. Schedule delivery of products or equipment as required to allow timely installation and to avoid prolonged storage. 2. Provide appropriate personnel and equipment to receive deliveries. 3. Delivery trucks will not be permitted to wait extended periods of time on the Site for personnel or equipment to receive the delivery. 01 66 00 - 2 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 CITY OF FORT WORTH Intermodal Logistics Center STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project #103117 Revised April 7, 2014 4. Deliver products or equipment in manufacturer's original unbroken cartons or other containers designed and constructed to protect the contents from physical or environmental damage. 5. Clearly and fully mark and identify as to manufacturer, item and installation location. 6. Provide manufacturer's instructions for storage and handling. B. Handling Requirements 1. Handle products or equipment in accordance with these Contract Documents and manufacturer’s recommendations and instructions. C. Storage Requirements 1. Store materials in accordance with manufacturer’s recommendations and requirements of these Specifications. 2. Make necessary provisions for safe storage of materials and equipment. a. Place loose soil materials and materials to be incorporated into Work to prevent damage to any part of Work or existing facilities and to maintain free access at all times to all parts of Work and to utility service company installations in vicinity of Work. 3. Keep materials and equipment neatly and compactly stored in locations that will cause minimum inconvenience to other contractors, public travel, adjoining owners, tenants and occupants. a. Arrange storage to provide easy access for inspection. 4. Restrict storage to areas available on construction site for storage of material and equipment as shown on Drawings, or approved by City’s Project Representative. 5. Provide off-site storage and protection when on-site storage is not adequate. a. Provide addresses of and access to off-site storage locations for inspection by City’s Project Representative. 6. Do not use lawns, grass plots or other private property for storage purposes without written permission of owner or other person in possession or control of premises. 7. Store in manufacturers’ unopened containers. 8. Neatly, safely and compactly stack materials delivered and stored along line of Work to avoid inconvenience and damage to property owners and general public and maintain at least 3 feet from fire hydrant. 9. Keep public and private driveways and street crossings open. 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to satisfaction of City’s Project Representative. a. Total length which materials may be distributed along route of construction at one time is 1,000 linear feet, unless otherwise approved in writing by City’s Project Representative. 01 66 00 - 3 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 CITY OF FORT WORTH Intermodal Logistics Center STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project #103117 Revised April 7, 2014 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 ERECTION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL A. Tests and Inspections 1. Inspect all products or equipment delivered to the site prior to unloading. B. Non-Conforming Work 1. Reject all products or equipment that are damaged, used or in any other way unsatisfactory for use on the project. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION A. Protect all products or equipment in accordance with manufacturer's written directions. B. Store products or equipment in location to avoid physical damage to items while in storage. C. Protect equipment from exposure to elements and keep thoroughly dry if required by the manufacturer. 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION 01 66 00 - 4 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 CITY OF FORT WORTH Intermodal Logistics Center STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project #103117 Revised April 7, 2014 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application 01 70 00 - 1 DAP MOBILIZATION AND REMOBILIZATION Page 1 of 4 CITY OF FORT WORTH Intermodal Logistics Center STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project #103117 Revised April 7, 2014 SECTION 01 70 00 MOBILIZATION AND REMOBILIZATION PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Mobilization and Demobilization a. Mobilization 1) Transportation of Contractor’s personnel, equipment, and operating supplies to the Site 2) Establishment of necessary general facilities for the Contractor’s operation at the Site 3) Premiums paid for performance and payment bonds 4) Transportation of Contractor’s personnel, equipment, and operating supplies to another location within the designated Site 5) Relocation of necessary general facilities for the Contractor’s operation from 1 location to another location on the Site. b. Demobilization 1) Transportation of Contractor’s personnel, equipment, and operating supplies away from the Site including disassembly 2) Site Clean-up 3) Removal of all buildings and/or other facilities assembled at the Site for this Contract c. Mobilization and Demobilization do not include activities for specific items of work that are for which payment is provided elsewhere in the contract. 2. Remobilization a. Remobilization for Suspension of Work specifically required in the Contract Documents or as required by City includes: 1) Demobilization a) Transportation of Contractor’s personnel, equipment, and operating supplies from the Site including disassembly or temporarily securing equipment, supplies, and other facilities as designated by the Contract Documents necessary to suspend the Work. b) Site Clean-up as designated in the Contract Documents 2) Remobilization a) Transportation of Contractor’s personnel, equipment, and operating supplies to the Site necessary to resume the Work. b) Establishment of necessary general facilities for the Contractor’s operation at the Site necessary to resume the Work. 3) No Payments will be made for: a) Mobilization and Demobilization from one location to another on the Site in the normal progress of performing the Work. b) Stand-by or idle time c) Lost profits 3. Mobilizations and Demobilization for Miscellaneous Projects a. Mobilization and Demobilization 01 70 00 - 2 DAP MOBILIZATION AND REMOBILIZATION Page 2 of 4 CITY OF FORT WORTH Intermodal Logistics Center STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project #103117 Revised April 7, 2014 1) Mobilization shall consist of the activities and cost on a Work Order basis necessary for: a) Transportation of Contractor’s personnel, equipment, and operating supplies to the Site for the issued Work Order. b) Establishment of necessary general facilities for the Contractor’s operation at the Site for the issued Work Order 2) Demobilization shall consist of the activities and cost necessary for: a) Transportation of Contractor’s personnel, equipment, and operating supplies from the Site including disassembly for each issued Work Order b) Site Clean-up for each issued Work Order c) Removal of all buildings or other facilities assembled at the Site for each Work Oder b. Mobilization and Demobilization do not include activities for specific items of work for which payment is provided elsewhere in the contract. 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects a. A Mobilization for Miscellaneous Projects when directed by the City and the mobilization occurs within 24 hours of the issuance of the Work Order. B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Mobilization and Demobilization a. Measure 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 2. Remobilization for suspension of Work as specifically required in the Contract Documents a. Measurement 1) Measurement for this Item shall be per each remobilization performed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under “Measurement” will be paid for at the unit price per each “Specified Remobilization” in accordance with Contract Documents. c. The price shall include: 1) Demobilization as described in Section 1.1.A.2.a.1) 2) Remobilization as described in Section 1.1.A.2.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. 01 70 00 - 3 DAP MOBILIZATION AND REMOBILIZATION Page 3 of 4 CITY OF FORT WORTH Intermodal Logistics Center STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project #103117 Revised April 7, 2014 3. Remobilization for suspension of Work as required by City a. Measurement and Payment 1) This shall be submitted as a Contract Claim in accordance with Article 10 of Section 00 72 00. 2) No payments will be made for standby, idle time, or lost profits associated with this Item. 4. Mobilizations and Demobilizations for Miscellaneous Projects a. Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilization required by the Contract Documents b. Payment 1) The Work performed and materials furnished in accordance with this Item and measured as provided under “Measurement” will be paid for at the unit price per each “Work Order Mobilization” in accordance with Contract Documents. Demobilization shall be considered subsidiary to mobilization and shall not be paid for separately. c. The price shall include: 1) Mobilization as described in Section 1.1.A.3.a.1) 2) Demobilization as described in Section 1.1.A.3.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects a. Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilization required by the Contract Documents b. Payment 1) The Work performed and materials furnished in accordance with this Item and measured as provided under “Measurement” will be paid for at the unit price per each “Work Order Emergency Mobilization” in accordance with Contract Documents. Demobilization shall be considered subsidiary to mobilization and shall not be paid for separately. c. The price shall include 1) Mobilization as described in Section 1.1.A.4.a) 2) Demobilization as described in Section 1.1.A.3.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 01 70 00 - 4 DAP MOBILIZATION AND REMOBILIZATION Page 4 of 4 CITY OF FORT WORTH Intermodal Logistics Center STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project #103117 Revised April 7, 2014 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application 01 71 23 - 1 CONSTRUCTION STAKING AND SURVEY Page 1 of 8 CITY OF FORT WORTH 103117 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Intermodal Logistics Center Revised February 14, 2018 SECTION 01 71 23 1 CONSTRUCTION STAKING AND SURVEY 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. Requirements for construction staking and construction survey 6 B. Deviations from this City of Fort Worth Standard Specification 7 1. See Changes (Highlighted in Yellow). 8 C. Related Specification Sections include, but are not necessarily limited to: 9 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 10 2. Division 1 – General Requirements 11 1.2 PRICE AND PAYMENT PROCEDURES 12 A. Measurement and Payment 13 1. Construction Staking 14 a. Measurement 15 1) This Item is considered subsidiary to the various Items bid. 16 b. Payment 17 1) The work performed and the materials furnished in accordance with this 18 Item are subsidiary to the various Items bid and no other compensation will 19 be allowed. 20 2. Construction Survey 21 a. Measurement 22 1) This Item is considered subsidiary to the various Items bid. 23 b. Payment 24 1) The work performed and the materials furnished in accordance with this 25 Item are subsidiary to the various Items bid and no other compensation will be 26 allowed. 27 3. As-Built Survey 28 a. Measurement 29 1) This Item is considered subsidiary to the various Items bid. 30 b. Payment 31 1) The work performed and the materials furnished in accordance with this 32 Item are subsidiary to the various Items bid and no other compensation will be 33 allowed. 34 35 36 37 38 39 40 01 71 23 - 2 CONSTRUCTION STAKING AND SURVEY Page 2 of 8 CITY OF FORT WORTH 103117 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Intermodal Logistics Center Revised February 14, 2018 1.3 REFERENCES 1 A. Definitions 2 1. Construction Survey - The survey measurements made prior to or while 3 construction is in progress to control elevation, horizontal position, dimensions and 4 configuration of structures/improvements included in the Project Drawings. 5 2. As-built Survey –The measurements made after the construction of the 6 improvement features are complete to provide position coordinates for the features 7 of a project. 8 3. Construction Staking – The placement of stakes and markings to provide offsets 9 and elevations to cut and fill in order to locate on the ground the designed 10 structures/improvements included in the Project Drawings. Construction staking 11 shall include staking easements and/or right of way if indicated on the plans. 12 4. Survey “Field Checks” – Measurements made after construction staking is 13 completed and before construction work begins to ensure that structures marked on 14 the ground are accurately located per Project Drawings. 15 B. Technical References 16 1. City of Fort Worth – Construction Staking Standards (available on City’s Buzzsaw 17 website) – 01 71 23.16.01_ Attachment A_Survey Staking Standards 18 2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available 19 on City’s Buzzsaw website). 20 3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision 21 4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land 22 Surveying in the State of Texas, Category 5 23 24 1.4 ADMINISTRATIVE REQUIREMENTS 25 A. The Contractor’s selection of a surveyor must comply with Texas Government 26 Code 2254 (qualifications based selection) for this project. 27 1.5 SUBMITTALS 28 A. Submittals, if required, shall be in accordance with Section 01 33 00. 29 B. All submittals shall be received and reviewed by the City prior to delivery of work. 30 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 31 A. Field Quality Control Submittals 32 1. Documentation verifying accuracy of field engineering work, including coordinate 33 conversions if plans do not indicate grid or ground coordinates. 34 2. Submit “Cut-Sheets” conforming to the standard template provided by the City 35 (refer to 01 71 23.16.01 – Attachment A – Survey Staking Standards). 36 37 1.7 CLOSEOUT SUBMITTALS 38 B. As-built Redline Drawing Submittal 39 01 71 23 - 3 CONSTRUCTION STAKING AND SURVEY Page 3 of 8 CITY OF FORT WORTH 103117 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Intermodal Logistics Center Revised February 14, 2018 1. Submit As-Built Survey Redline Drawings documenting the locations/elevations of 1 constructed improvements signed and sealed by Registered Professional Land 2 Surveyor (RPLS) responsible for the work (refer to 01 71 23.16.01 – Attachment A 3 – Survey Staking Standards) . 4 2. Contractor shall submit the proposed as-built and completed redline drawing 5 submittal one (1) week prior to scheduling the project final inspection for City 6 review and comment. Revisions, if necessary, shall be made to the as-built redline 7 drawings and resubmitted to the City prior to scheduling the construction final 8 inspection. 9 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 10 1.9 QUALITY ASSURANCE 11 A. Construction Staking 12 1. Construction staking will be performed by the Contractor. 13 2. Coordination 14 a. Contact City and Developer’s Project Representative at least one week in 15 advance notifying the City of when Construction Staking is scheduled. 16 b. It is the Contractor’s responsibility to coordinate staking such that 17 construction activities are not delayed or negatively impacted. 18 3. General 19 a. Contractor is responsible for preserving and maintaining stakes. If City 20 surveyors or Developer’s Project Representative are required to re-stake for 21 any reason, the Contractor will be responsible for costs to perform staking. If 22 in the opinion of the City, a sufficient number of stakes or markings have been 23 lost, destroyed disturbed or omitted that the contracted Work cannot take place 24 then the Contractor will be required to stake or re-stake the deficient areas. 25 B. Construction Survey 26 1. Construction Survey will be performed by the Contractor. 27 2. Coordination 28 a. Contractor to verify that horizontal and vertical control data established in the 29 design survey and required for construction survey is available and in place. 30 3. General 31 a. Construction survey will be performed in order to construct the work shown 32 on the Construction Drawings and specified in the Contract Documents. 33 b. For construction methods other than open cut, the Contractor shall perform 34 construction survey and verify control data including, but not limited to, the 35 following: 36 1) Verification that established benchmarks and control are accurate. 37 2) Use of Benchmarks to furnish and maintain all reference lines and grades 38 for tunneling. 39 3) Use of line and grades to establish the location of the pipe. 40 4) Submit to the City copies of field notes used to establish all lines and 41 grades, if requested, and allow the City to check guidance system setup prior 42 to beginning each tunneling drive. 43 5) Provide access for the City, if requested, to verify the guidance system and 44 the line and grade of the carrier pipe. 45 01 71 23 - 4 CONSTRUCTION STAKING AND SURVEY Page 4 of 8 CITY OF FORT WORTH 103117 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Intermodal Logistics Center Revised February 14, 2018 6) The Contractor remains fully responsible for the accuracy of the work and 1 correction of it, as required. 2 7) Monitor line and grade continuously during construction. 3 8) Record deviation with respect to design line and grade once at each pipe 4 joint and submit daily records to the City. 5 9) If the installation does not meet the specified tolerances (as outlined in 6 Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct 7 the installation in accordance with the Contract Documents. 8 C. As-Built Survey 9 1. Required As-Built Survey will be performed by the Contractor. 10 2. Coordination 11 a. Contractor is to coordinate with City to confirm which features require as-12 built surveying. 13 b. It is the Contractor’s responsibility to coordinate the as-built survey and 14 required measurements for items that are to be buried such that construction 15 activities are not delayed or negatively impacted. 16 c. For sewer mains and water mains 12” and under in diameter, it is acceptable 17 to physically measure depth and mark the location during the progress of 18 construction and take as-built survey after the facility has been buried. The 19 Contractor is responsible for the quality control needed to ensure accuracy. 20 3. General 21 a. The Contractor shall provide as-built survey including the elevation and 22 location (and provide written documentation to the City) of construction 23 features during the progress of the construction including the following: 24 1) Water Lines 25 a) Top of pipe elevations and coordinates for waterlines at the following 26 locations: 27 (1) Minimum every 250 linear feet, including 28 (2) Horizontal and vertical points of inflection, curvature, 29 etc. 30 (3) Fire line tee 31 (4) Plugs, stub-outs, dead-end lines 32 (5) Casing pipe (each end) and all buried fittings 33 2) Sanitary Sewer 34 a) Top of pipe elevations and coordinates for force mains and siphon 35 sanitary sewer lines (non-gravity facilities) at the following locations: 36 (1) Minimum every 250 linear feet and any buried fittings 37 (2) Horizontal and vertical points of inflection, curvature, 38 etc. 39 3) Stormwater – Not Applicable 40 b. The Contractor shall provide as-built survey including the elevation and 41 location (and provide written documentation to the City) of construction 42 features after the construction is completed including the following: 43 1) Manholes 44 a) Rim and flowline elevations and coordinates for each manhole 45 2) Water Lines 46 a) Cathodic protection test stations 47 b) Sampling stations 48 c) Meter boxes/vaults (All sizes) 49 01 71 23 - 5 CONSTRUCTION STAKING AND SURVEY Page 5 of 8 CITY OF FORT WORTH 103117 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Intermodal Logistics Center Revised February 14, 2018 d) Fire hydrants 1 e) Valves (gate, butterfly, etc.) 2 f) Air Release valves (Manhole rim and vent pipe) 3 g) Blow off valves (Manhole rim and valve lid) 4 h) Pressure plane valves 5 i) Underground Vaults 6 (1) Rim and flowline elevations and coordinates for each 7 Underground Vault. 8 3) Sanitary Sewer 9 a) Cleanouts 10 (1) Rim and flowline elevations and coordinates for each 11 b) Manholes and Junction Structures 12 (1) Rim and flowline elevations and coordinates for each 13 manhole and junction structure. 14 4) Stormwater – Not Applicable 15 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 16 1.11 FIELD [SITE] CONDITIONS [NOT USED] 17 1.12 WARRANTY 18 PART 2 - PRODUCTS 19 A. A construction survey will produce, but will not be limited to: 20 1. Recovery of relevant control points, points of curvature and points of intersection. 21 2. Establish temporary horizontal and vertical control elevations (benchmarks) 22 sufficiently permanent and located in a manner to be used throughout construction. 23 3. The location of planned facilities, easements and improvements. 24 a. Establishing final line and grade stakes for piers, floors, grade beams, parking 25 areas, utilities, streets, highways, tunnels, and other construction. 26 b. A record of revisions or corrections noted in an orderly manner for reference. 27 c. A drawing, when required by the client, indicating the horizontal and vertical 28 location of facilities, easements and improvements, as built. 29 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all 30 construction staking projects. These cut sheets shall be on the standard city template 31 which can be obtained from the Survey Superintendent (817-392-7925). 32 5. Digital survey files in the following formats shall be acceptable: 33 a. AutoCAD (.dwg) 34 b. ESRI Shapefile (.shp) 35 c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use 36 standard templates, if available) 37 6. Survey files shall include vertical and horizontal data tied to original project 38 control and benchmarks, and shall include feature descriptions 39 PART 3 - EXECUTION 40 3.1 INSTALLERS 41 01 71 23 - 6 CONSTRUCTION STAKING AND SURVEY Page 6 of 8 CITY OF FORT WORTH 103117 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Intermodal Logistics Center Revised February 14, 2018 A. Tolerances: 1 1. The staked location of any improvement or facility should be as accurate as 2 practical and necessary. The degree of precision required is dependent on many 3 factors all of which must remain judgmental. The tolerances listed hereafter are 4 based on generalities and, under certain circumstances, shall yield to specific 5 requirements. The surveyor shall assess any situation by review of the overall plans 6 and through consultation with responsible parties as to the need for specific 7 tolerances. 8 a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical 9 tolerance. Horizontal alignment for earthwork and rough cut should not exceed 10 1.0 ft. tolerance. 11 b. Horizontal alignment on a structure shall be within .0.1ft tolerance. 12 c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and 13 walkways shall be located within the confines of the site boundaries and, 14 occasionally, along a boundary or any other restrictive line. Away from any 15 restrictive line, these facilities should be staked with an accuracy producing no 16 more than 0.05ft. tolerance from their specified locations. 17 d. Underground and overhead utilities, such as sewers, gas, water, telephone and 18 electric lines, shall be located horizontally within their prescribed areas or 19 easements. Within assigned areas, these utilities should be staked with an 20 accuracy producing no more than 0.1 ft tolerance from a specified location. 21 e. The accuracy required for the vertical location of utilities varies widely. Many 22 underground utilities require only a minimum cover and a tolerance of 0.1 ft. 23 should be maintained. Underground and overhead utilities on planned profile, 24 but not depending on gravity flow for performance, should not exceed 0.1 ft. 25 tolerance. 26 B. Surveying instruments shall be kept in close adjustment according to manufacturer’s 27 specifications or in compliance to standards. The City reserves the right to request a 28 calibration report at any time and recommends regular maintenance schedule be 29 performed by a certified technician every 6 months. 30 1. Field measurements of angles and distances shall be done in such fashion as to 31 satisfy the closures and tolerances expressed in Part 3.1.A. 32 2. Vertical locations shall be established from a pre-established benchmark and 33 checked by closing to a different bench mark on the same datum. 34 3. Construction survey field work shall correspond to the client’s plans. Irregularities 35 or conflicts found shall be reported promptly to the City. 36 4. Revisions, corrections and other pertinent data shall be logged for future reference. 37 38 3.2 EXAMINATION [NOT USED] 39 3.3 PREPARATION [NOT USED] 40 3.4 APPLICATION 41 3.5 REPAIR / RESTORATION 42 A. If the Contractor’s work damages or destroys one or more of the control 43 monuments/points set by the City or Developer’s Project Representative, the monuments 44 shall be adequately referenced for expedient restoration. 45 01 71 23 - 7 CONSTRUCTION STAKING AND SURVEY Page 7 of 8 CITY OF FORT WORTH 103117 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Intermodal Logistics Center Revised February 14, 2018 1. Notify City or Developer’s Project Representative if any control data needs to be 1 restored or replaced due to damage caused during construction operations. 2 a. Contractor shall perform replacements and/or restorations. 3 b. The City or Developer’s Project Representative may require at any time a 4 survey “Field Check” of any monument or benchmarks that are set be verified 5 by the City surveyors or Developer’s Project Representative before further 6 associated work can move forward. 7 3.6 RE-INSTALLATION [NOT USED] 8 3.7 FIELD [OR] SITE QUALITY CONTROL 9 A. It is the Contractor’s responsibility to maintain all stakes and control data placed by the 10 City or Developer’s Project Representative in accordance with this Specification. This 11 includes easements and right of way, if noted on the plans. 12 B. Do not change or relocate stakes or control data without approval from the City. 13 3.8 SYSTEM STARTUP 14 A. Survey Checks 15 1. The City reserves the right to perform a Survey Check at any time deemed 16 necessary. 17 2. Checks by City personnel or 3rd party contracted surveyor are not intended to 18 relieve the contractor of his/her responsibility for accuracy. 19 20 3.9 ADJUSTING [NOT USED] 21 3.10 CLEANING [NOT USED] 22 3.11 CLOSEOUT ACTIVITIES [NOT USED] 23 3.12 PROTECTION [NOT USED] 24 3.13 MAINTENANCE [NOT USED] 25 3.14 ATTACHMENTS [NOT USED] 26 END OF SECTION 27 28 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 8/31/2017 M. Owen Added instruction and modified measurement & payment under 1.2; added definitions and references under 1.3; modified 1.6; added 1.7 closeout submittal requirements; modified 1.9 Quality Assurance; added PART 2 – PRODUCTS ; Added 3.1 Installers; added 3.5 Repair/Restoration; and added 3.8 System Startup. 2/14/2018 M Owen Removed “blue text”; revised measurement and payment sections for Construction Staking and As-Built Survey; added reference to selection compliance with TGC 2254; revised action and Closeout submittal requirements; added acceptable depth 01 71 23 - 8 CONSTRUCTION STAKING AND SURVEY Page 8 of 8 CITY OF FORT WORTH 103117 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Intermodal Logistics Center Revised February 14, 2018 measurement criteria; revised list of items requiring as-built survey “during” and “after” construction; and revised acceptable digital survey file format 1 01 74 23 - 1 DAP CLEANING Page 1 of 4 CITY OF FORT WORTH Intermodal Logistics Center STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project #103117 Revised April 7, 2014 SECTION 01 74 23 CLEANING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Intermediate and final cleaning for Work not including special cleaning of closed systems specified elsewhere B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 3. Section 32 92 13 – Hydro-Mulching, Seeding and Sodding 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Scheduling 1. Schedule cleaning operations so that dust and other contaminants disturbed by cleaning process will not fall on newly painted surfaces. 2. Schedule final cleaning upon completion of Work and immediately prior to final inspection. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Store cleaning products and cleaning wastes in containers specifically designed for those materials. 01 74 23 - 2 DAP CLEANING Page 2 of 4 CITY OF FORT WORTH Intermodal Logistics Center STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project #103117 Revised April 7, 2014 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 MATERIALS A. Cleaning Agents 1. Compatible with surface being cleaned 2. New and uncontaminated 3. For manufactured surfaces a. Material recommended by manufacturer 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING A. General 1. Prevent accumulation of wastes that create hazardous conditions. 2. Conduct cleaning and disposal operations to comply with laws and safety orders of governing authorities. 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in storm or sanitary drains or sewers. 4. Dispose of degradable debris at an approved solid waste disposal site. 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an alternate manner approved by City and regulatory agencies. 01 74 23 - 3 DAP CLEANING Page 3 of 4 CITY OF FORT WORTH Intermodal Logistics Center STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project #103117 Revised April 7, 2014 6. Handle materials in a controlled manner with as few handlings as possible. 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with this project. 8. Remove all signs of temporary construction and activities incidental to construction of required permanent Work. 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to have the cleaning completed at the expense of the Contractor. 10. Do not burn on-site. B. Intermediate Cleaning during Construction 1. Keep Work areas clean so as not to hinder health, safety or convenience of personnel in existing facility operations. 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 3. Confine construction debris daily in strategically located container(s): a. Cover to prevent blowing by wind b. Store debris away from construction or operational activities c. Haul from site at a minimum of once per week 4. Vacuum clean interior areas when ready to receive finish painting. a. Continue vacuum cleaning on an as-needed basis, until Final Acceptance. 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which may become airborne or transported by flowing water during the storm. C. Exterior (Site or Right of Way) Final Cleaning 1. Remove trash and debris containers from site. a. Re-seed areas disturbed by location of trash and debris containers in accordance with Section 32 92 13. 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object that may hinder or disrupt the flow of traffic along the roadway. 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, junction boxes and inlets. 4. If no longer required for maintenance of erosion facilities, and upon approval by City, remove erosion control from site. 5. Clean signs, lights, signals, etc. 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] 01 74 23 - 4 DAP CLEANING Page 4 of 4 CITY OF FORT WORTH Intermodal Logistics Center STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project #103117 Revised April 7, 2014 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application 01 77 19 - 1 DAP CLOSEOUT REQUIREMENTS Page 1 of 3 CITY OF FORT WORTH Intermodal Logistics Center STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project #103117 Revised April 7, 2014 SECTION 01 77 19 CLOSEOUT REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. The procedure for closing out a contract B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Guarantees, Bonds and Affidavits 1. No application for final payment will be accepted until all guarantees, bonds, certificates, licenses and affidavits required for Work or equipment as specified are satisfactorily filed with the City. B. Release of Liens or Claims 1. No application for final payment will be accepted until satisfactory evidence of release of liens has been submitted to the City. 1.5 SUBMITTALS A. Submit all required documentation to City’s Project Representative. 01 77 19 - 2 DAP CLOSEOUT REQUIREMENTS Page 2 of 3 CITY OF FORT WORTH Intermodal Logistics Center STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project #103117 Revised April 7, 2014 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 CLOSEOUT PROCEDURE A. Prior to requesting Final Inspection, submit: 1. Project Record Documents in accordance with Section 01 78 39 2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 01 74 23. C. Final Inspection 1. After final cleaning, provide notice to the City Project Representative that the Work is completed. a. The City will make an initial Final Inspection with the Contractor present. b. Upon completion of this inspection, the City will notify the Contractor, in writing within 10 business days, of any particulars in which this inspection reveals that the Work is defective or incomplete. 2. Upon receiving written notice from the City, immediately undertake the Work required to remedy deficiencies and complete the Work to the satisfaction of the City. 3. Upon completion of Work associated with the items listed in the City's written notice, inform the City, that the required Work has been completed. Upon receipt of this notice, the City, in the presence of the Contractor, will make a subsequent Final Inspection of the project. 4. Provide all special accessories required to place each item of equipment in full operation. These special accessory items include, but are not limited to: a. Specified spare parts b. Adequate oil and grease as required for the first lubrication of the equipment c. Initial fill up of all chemical tanks and fuel tanks d. Light bulbs e. Fuses f. Vault keys g. Handwheels h. Other expendable items as required for initial start-up and operation of all equipment D. Notice of Project Completion 01 77 19 - 3 DAP CLOSEOUT REQUIREMENTS Page 3 of 3 CITY OF FORT WORTH Intermodal Logistics Center STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project #103117 Revised April 7, 2014 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). E. Supporting Documentation 1. Coordinate with the City Project Representative to complete the following additional forms: a. Final Payment Request b. Statement of Contract Time c. Affidavit of Payment and Release of Liens d. Consent of Surety to Final Payment e. Pipe Report (if required) f. Contractor’s Evaluation of City g. Performance Evaluation of Contractor F. Letter of Final Acceptance 1. Upon review and acceptance of Notice of Project Completion and Supporting Documentation, in accordance with General Conditions, City will issue Letter of Final Acceptance and release the Final Payment Request for payment. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application 01 78 23 - 1 DAP OPERATION AND MAINTENANCE DATA Page 1 of 5 CITY OF FORT WORTH Intermodal Logistics Center STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project #103117 Revised April 7, 2014 SECTION 01 78 23 OPERATION AND MAINTENANCE DATA PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Product data and related information appropriate for City's maintenance and operation of products furnished under Contract 2. Such products may include, but are not limited to: a. Traffic Controllers b. Irrigation Controllers (to be operated by the City) c. Butterfly Valves B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Schedule 1. Submit manuals in final form to the City within 30 calendar days of product shipment to the project site. 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 01 33 00. All submittals shall be approved by the City prior to delivery. 1.6 INFORMATIONAL SUBMITTALS A. Submittal Form 1. Prepare data in form of an instructional manual for use by City personnel. 2. Format a. Size: 8 ½ inches x 11 inches b. Paper 1) 40 pound minimum, white, for typed pages 2) Holes reinforced with plastic, cloth or metal c. Text: Manufacturer’s printed data, or neatly typewritten 01 78 23 - 2 DAP OPERATION AND MAINTENANCE DATA Page 2 of 5 CITY OF FORT WORTH Intermodal Logistics Center STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project #103117 Revised April 7, 2014 d. Drawings 1) Provide reinforced punched binder tab, bind in with text 2) Reduce larger drawings and fold to size of text pages. e. Provide fly-leaf for each separate product, or each piece of operating equipment. 1) Provide typed description of product, and major component parts of equipment. 2) Provide indexed tabs. f. Cover 1) Identify each volume with typed or printed title "OPERATING AND MAINTENANCE INSTRUCTIONS". 2) List: a) Title of Project b) Identity of separate structure as applicable c) Identity of general subject matter covered in the manual 3. Binders a. Commercial quality 3-ring binders with durable and cleanable plastic covers b. When multiple binders are used, correlate the data into related consistent groupings. 4. If available, provide an electronic form of the O&M Manual. B. Manual Content 1. Neatly typewritten table of contents for each volume, arranged in systematic order a. Contractor, name of responsible principal, address and telephone number b. A list of each product required to be included, indexed to content of the volume c. List, with each product: 1) The name, address and telephone number of the subcontractor or installer 2) A list of each product required to be included, indexed to content of the volume 3) Identify area of responsibility of each 4) Local source of supply for parts and replacement d. Identify each product by product name and other identifying symbols as set forth in Contract Documents. 2. Product Data a. Include only those sheets which are pertinent to the specific product. b. Annotate each sheet to: 1) Clearly identify specific product or part installed 2) Clearly identify data applicable to installation 3) Delete references to inapplicable information 3. Drawings a. Supplement product data with drawings as necessary to clearly illustrate: 1) Relations of component parts of equipment and systems 2) Control and flow diagrams b. Coordinate drawings with information in Project Record Documents to assure correct illustration of completed installation. c. Do not use Project Record Drawings as maintenance drawings. 4. Written text, as required to supplement product data for the particular installation: a. Organize in consistent format under separate headings for different procedures. b. Provide logical sequence of instructions of each procedure. 01 78 23 - 3 DAP OPERATION AND MAINTENANCE DATA Page 3 of 5 CITY OF FORT WORTH Intermodal Logistics Center STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project #103117 Revised April 7, 2014 5. Copy of each warranty, bond and service contract issued a. Provide information sheet for City personnel giving: 1) Proper procedures in event of failure 2) Instances which might affect validity of warranties or bonds C. Manual for Materials and Finishes 1. Submit 5 copies of complete manual in final form. 2. Content, for architectural products, applied materials and finishes: a. Manufacturer's data, giving full information on products 1) Catalog number, size, composition 2) Color and texture designations 3) Information required for reordering special manufactured products b. Instructions for care and maintenance 1) Manufacturer's recommendation for types of cleaning agents and methods 2) Cautions against cleaning agents and methods which are detrimental to product 3) Recommended schedule for cleaning and maintenance 3. Content, for moisture protection and weather exposure products: a. Manufacturer's data, giving full information on products 1) Applicable standards 2) Chemical composition 3) Details of installation b. Instructions for inspection, maintenance and repair D. Manual for Equipment and Systems 1. Submit 5 copies of complete manual in final form. 2. Content, for each unit of equipment and system, as appropriate: a. Description of unit and component parts 1) Function, normal operating characteristics and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Operating procedures 1) Start-up, break-in, routine and normal operating instructions 2) Regulation, control, stopping, shut-down and emergency instructions 3) Summer and winter operating instructions 4) Special operating instructions c. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Alignment, adjusting and checking d. Servicing and lubrication schedule 1) List of lubricants required e. Manufacturer's printed operating and maintenance instructions f. Description of sequence of operation by control manufacturer 1) Predicted life of parts subject to wear 2) Items recommended to be stocked as spare parts g. As installed control diagrams by controls manufacturer h. Each contractor's coordination drawings 1) As installed color coded piping diagrams 01 78 23 - 4 DAP OPERATION AND MAINTENANCE DATA Page 4 of 5 CITY OF FORT WORTH Intermodal Logistics Center STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project #103117 Revised April 7, 2014 i. Charts of valve tag numbers, with location and function of each valve j. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage k. Other data as required under pertinent Sections of Specifications 3. Content, for each electric and electronic system, as appropriate: a. Description of system and component parts 1) Function, normal operating characteristics, and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Circuit directories of panelboards 1) Electrical service 2) Controls 3) Communications c. As installed color coded wiring diagrams d. Operating procedures 1) Routine and normal operating instructions 2) Sequences required 3) Special operating instructions e. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Adjustment and checking f. Manufacturer's printed operating and maintenance instructions g. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage h. Other data as required under pertinent Sections of Specifications 4. Prepare and include additional data when the need for such data becomes apparent during instruction of City's personnel. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Provide operation and maintenance data by personnel with the following criteria: 1. Trained and experienced in maintenance and operation of described products 2. Skilled as technical writer to the extent required to communicate essential data 3. Skilled as draftsman competent to prepare required drawings 01 78 23 - 5 DAP OPERATION AND MAINTENANCE DATA Page 5 of 5 CITY OF FORT WORTH Intermodal Logistics Center STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project #103117 Revised April 7, 2014 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION 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 01 78 39 - 1 DAP PROJECT RECORD DOCUMENTS Page 1 of 4 CITY OF FORT WORTH Intermodal Logistics Center STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project #103117 Revised April 7, 2014 SECTION 01 78 39 PROJECT RECORD DOCUMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Work associated with the documenting the project and recording changes to project documents, including: a. Record Drawings b. Water Meter Service Reports c. Sanitary Sewer Service Reports d. Large Water Meter Reports B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to City’s Project Representative. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Accuracy of Records 1. Thoroughly coordinate changes within the Record Documents, making adequate and proper entries on each page of Specifications and each sheet of Drawings and other Documents where such entry is required to show the change properly. 2. Accuracy of records shall be such that future search for items shown in the Contract Documents may rely reasonably on information obtained from the approved Project Record Documents. 01 78 39 - 2 DAP PROJECT RECORD DOCUMENTS Page 2 of 4 CITY OF FORT WORTH Intermodal Logistics Center STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project #103117 Revised April 7, 2014 3. To facilitate accuracy of records, make entries within 24 hours after receipt of information that the change has occurred. 4. Provide factual information regarding all aspects of the Work, both concealed and visible, to enable future modification of the Work to proceed without lengthy and expensive site measurement, investigation and examination. 1.10 STORAGE AND HANDLING A. Storage and Handling Requirements 1. Maintain the job set of Record Documents completely protected from deterioration and from loss and damage until completion of the Work and transfer of all recorded data to the final Project Record Documents. 2. In the event of loss of recorded data, use means necessary to again secure the data to the City's approval. a. In such case, provide replacements to the standards originally required by the Contract Documents. 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED] 2.2 RECORD DOCUMENTS A. Job set 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no charge to the Contractor, 1 complete set of all Documents comprising the Contract. B. Final Record Documents 1. At a time nearing the completion of the Work and prior to Final Inspection, provide the City 1 complete set of all Final Record Drawings in the Contract. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 MAINTENANCE DOCUMENTS A. Maintenance of Job Set 1. Immediately upon receipt of the job set, identify each of the Documents with the title, "RECORD DOCUMENTS - JOB SET". 01 78 39 - 3 DAP PROJECT RECORD DOCUMENTS Page 3 of 4 CITY OF FORT WORTH Intermodal Logistics Center STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project #103117 Revised April 7, 2014 2. Preservation a. Considering the Contract completion time, the probable number of occasions upon which the job set must be taken out for new entries and for examination, and the conditions under which these activities will be performed, devise a suitable method for protecting the job set. b. Do not use the job set for any purpose except entry of new data and for review by the City, until start of transfer of data to final Project Record Documents. c. Maintain the job set at the site of work. 3. Coordination with Construction Survey a. At a minimum clearly mark any deviations from Contract Documents associated with installation of the infrastructure. 4. Making entries on Drawings a. Record any deviations from Contract Documents. b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the change by graphic line and note as required. c. Date all entries. d. Call attention to the entry by a "cloud" drawn around the area or areas affected. e. In the event of overlapping changes, use different colors for the overlapping changes. 5. Conversion of schematic layouts a. In some cases on the Drawings, arrangements of conduits, circuits, piping, ducts, and similar items, are shown schematically and are not intended to portray precise physical layout. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) However, design of future modifications of the facility may require accurate information as to the final physical layout of items which are shown only schematically on the Drawings. b. Show on the job set of Record Drawings, by dimension accurate to within 1 inch, the centerline of each run of items. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in ceiling plenum", "exposed", and the like). 3) Make all identification sufficiently descriptive that it may be related reliably to the Specifications. c. The City may waive the requirements for conversion of schematic layouts where, in the City's judgment, conversion serves no useful purpose. However, do not rely upon waivers being issued except as specifically issued in writing by the City. B. Final Project Record Documents 1. Transfer of data to Drawings a. Carefully transfer change data shown on the job set of Record Drawings to the corresponding final documents, coordinating the changes as required. b. Clearly indicate at each affected detail and other Drawing a full description of changes made during construction, and the actual location of items. c. Call attention to each entry by drawing a "cloud" around the area or areas affected. 01 78 39 - 4 DAP PROJECT RECORD DOCUMENTS Page 4 of 4 CITY OF FORT WORTH Intermodal Logistics Center STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project #103117 Revised April 7, 2014 d. Make changes neatly, consistently and with the proper media to assure longevity and clear reproduction. 2. Transfer of data to other Documents a. If the Documents, other than Drawings, have been kept clean during progress of the Work, and if entries thereon have been orderly to the approval of the City, the job set of those Documents, other than Drawings, will be accepted as final Record Documents. b. If any such Document is not so approved by the City, secure a new copy of that Document from the City at the City's usual charge for reproduction and handling, and carefully transfer the change data to the new copy to the approval of the City. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP Application GC-4.01 AVAILABILITY OF LAND Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\WATER\ALLIANCE WE16.dwgG M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 10900 NONE T.J.M.J.S.B. 2/25/2021 1 4 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 10:47 AM PERMANENT WATER FACILITY EASEMENT STATE OF TEXAS: COUNTY OF DENTON: BEING a tract of land situated in the J. Burns Survey, Abstract No. 76, Denton County, Texas, being a portion of that tract of land as described in deed Alliance West, LP, recorded in 2019-41700, Official Records, Denton County, Texas (ORDCT), and being more particularly described as follows: COMMENCING at a reentrant corner in the east line of said Alliance West tract, being the northwest corner of a tract of land as described in deed to the BNSF Railway Company, recorded in 2010-48943, ORDCT, from which a TXDOT monument with aluminum disc found in the south line of State Highway No. 114 and the north line of said Alliance West tract bears North 62 degrees 18 minutes 24 seconds West, 2761.15 feet, and another TXDOT monument with aluminum disc found in the south line of said State Highway No. 114 and the north line of said Alliance West tract bears North 44 degrees 25 minutes 48 seconds East, 1745.75 feet; THENCE South 00 degrees 21 minutes 07 seconds West, along the west line of said BNSF Railway Company tract and said reentrant line of said Alliance West tract, a distance of 962.27 feet to the POINT OF BEGINNING of the herein described tract of land; THENCE South 00 degrees 21 minutes 07 seconds West, along the west line of said BNSF Railway Company tract and said reentrant line of said Alliance West tract, a distance of 20.00 feet; THENCE departing the west line of said BNSF Railway Company tract, across said Alliance West tract, as follows: South 89 degrees 46 minutes 37 seconds West, a distance of 206.87 feet; NORTH, a distance of 20.00 feet; North 89 degrees 46 minutes 37 seconds East, a distance of 206.99 feet to the POINT OF BEGINNING and containing 4,139 square feet or 0.095 acre of land. NOTE: Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of 1983 as derived from GPS observation. EXHIBIT "A" ALLIANCE WEST, LP 2019-41700 O.R.D.C.T. (NO PROPERTY CORNER CALLS) P.O.C. STATE HIGHWAY No. 114 TXDOT MONUMENT WITH ALUMINUM DISC FOUND NOT FOUND DEED 619.90' DEED L=386.96' DEED 374.05' N 6 2 ° 1 8 ' 2 4 " W 2 7 6 1 . 1 5 'S 00°21'07" W 962.27'DEED CORNER P.O.B. Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\WATER\ALLIANCE WE16 COMM DETAIL.dwg6000 SCALE IN FEET G M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 10900 1"=600' T.J.M.J.S.B. 2/25/2021 2 4 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 10:49 AM SEE SHEET 4 EXHIBIT "A" BNSF RAILWAY COMPANY 2010-48943, O.R.D.C.T (NO PROPERTY CORNERS FOUND). P.O.C. STATE HIGHWAY No. 114 TXDOT MONUMENT WITH ALUMINUM DISC FOUND NOT FOUND DEED 827.31'N 44°25'48" E1745.75'ALLIANCE WEST, LP 2019-41700 O.R.D.C.T. (NO PROPERTY CORNER CALLS)S 00°21'07" W 962.27'DEED CORNER P.O.B. Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\WATER\ALLIANCE WE16 COMM DETAIL.dwg6000 SCALE IN FEET G M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 10900 1"=600' T.J.M.J.S.B. 2/25/2021 3 4 SEE SHEET 4 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 10:49 AM EXHIBIT "A" APPROXIMATE LOCATION CANTERA RESOURCES, INC EXHIBIT "B" 30' PIPELINE EASEMENT AND RIGHT OF WAY VOL. 4845, PG. 2115, D.R.D.C.T. APPROXIMATE LOCATION CANTERA RESOURCES, INC EXHIBIT "c" 30' PIPELINE EASEMENT AND RIGHT OF WAY VOL. 4845, PG. 2115, D.R.D.C.T. APPROXIMATE LOCATION BRAZOS ELECTRIC POWER COOPERATIVE, INC. 100' R.O.W. EASEMENT VOL. 2142, PG. 332, D.R.D.C.T. VOL. 2460, PG. 424, D.R.D.C.T. APPROXIMATE LOCATION ENTERPRISE TEXAS PIPELINE LLC 50' PERMANENT PIPELINE EASEMENT AND RIGHT OF WAY 2009-64287, O.R.D.C.T. BNSF RAILWAY COMPANY 2010-48943 O.R.D.C.T. ALLIANCE WEST, LP 2019-41700 O.R.D.C.T. APPROXIMATE LOCATION MITCHELL ENERGY CORPORATION 40' PERMANENT PIPELINE AND ROAD EASEMENT VOL. 4541, PG. 1607, D.R.D.C.T. VOL. 4541, PG. 1619, D.R.D.C.T. APPROXIMATE LOCATION CROSSTEX NORTH TEXAS GATHERING, L.P. 50' PERMANENT PIPELINE EASEMENT AND RIGHT OF WAY 2007-53761, O.R.D.C.T. J. BU R N S S U R V E Y ABST R A C T N o. 7 6 A-76A-76 S 00°21'07" W 962.27'P.O.B. 20' PERMANENT WATER FACILITY EASEMENT 4,139 SQ. FT. 0.095 AC. BNSF RAILWAY COMPANY 2010-48943 O.R.D.C.T.APPROXIMATE LOCATIONCITY OF FORT WORTH25' WATER FACILITY EASEMENT2021-4899, O.R.D.C.T.206.99' N 89°46'37" E S 89°46'37" W 206.87' S 00°21'07" W 20.00'NORTH 20.00' Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\WATER\ALLIANCE WE16.dwg1000 SCALE IN FEET G M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 10900 1"=100' T.J.M.J.S.B. 2/25/2021 4 4 SEE SHEETS 2 & 3 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 10:48 AM EXHIBIT "A" Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\WATER\BNSF WE14.dwgG M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 1 4 10900 NONE T.J.M.J.S.B. 3/9/2021 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 1:37 PM PERMANENT WATER FACILITY EASEMENT STATE OF TEXAS: COUNTY OF DENTON: BEING a tract of land situated in the C. Perry Survey, Abstract No. 1031, Denton County, Texas, being a portion of that tract of land as described in Agreed Judgement to The Atchison, Topeka and Santa Fe Railway Company, recorded in 93-R0021055, Official Records, Denton County, Texas (ORDCT), and being more particularly described as follows: COMMENCING at a 5/8” rebar capped Dunaway found in the easterly line of the B.N. & S.F. Railroad (variable width R.O.W. per 93-R0021055, ORDCT), being the most northerly corner of a tract of land as described in deed to the BNSF Railway Company, recorded in 2020-14394,ORDCT and an angle point the west line of a remainder of a tract of land as described in deed to The M.T. Cole Family Partnership No. 2, LP, recorded in 2009-102749, ORDCT; THENCE along the easterly line of said B.N. & S.F. Railroad R.O.W. and the westerly line of said M.T. Cole Family Partnership No. 2 tract, as follows: North 21 degrees 57 minutes 33 seconds East, a distance of 664.28 feet to a point at the beginning of a tangent curve to the right, having a radius of 2,764.93 feet, from which a 5/8” rebar found bears South 81degrees 24 minutes West, 0.57 feet; Northeasterly, along said curve, having a central angle of 01 degree 25 minutes 26 seconds, an arc distance of 68.71 feet (deed 68.93 feet), and a chord that bears North 22 degrees 40 minutes 16 seconds East, 68.70 feet to a 1/2” rebar found; South 66 degrees 36 minutes 45 seconds East, radial to said curve, a distance of 50.00 feet to the beginning of a curve to the right radial to said line, having a radius of 2,714.93 feet; Northeasterly, along said curve, having a central angle of 16 degrees 26 minutes 50 seconds, an arc distance of 779.34 feet, and a chord that bears North 31 degrees 36 minutes 23 seconds East, 776.67 feet to the POINT OF BEGINNING of the herein described tract of land; THENCE North 56 degrees 28 minutes 23 minutes West, departing the westerly line of said M.T. Cole Family Partnership No. 2 tract, across said B.N. & S.F. Railroad R.O.W., a distance of 326.76 feet to the westerly line of said B.N. & S.F. Railroad R.O.W. and the easterly line of a tract of land as described in deed to the BNSF Railway Company, recorded in 2010-48943,ORDCT; THENCE Northeasterly, along the westerly line of said B.N. & S.F. Railroad R.O.W., the easterly line of said BNSF Railway Company tract, and a non-tangent curve to the right, having a radius of 3039.93 feet, a central angle of 00 degrees 22 minutes 44 seconds, an arc distance of 20.10 feet, and a chord that bears North 39 degrees 20 minutes 36 seconds East, 20.10 feet; THENCE South 56 degrees 28 minutes 23 seconds East, departing the easterly line of said BNSF Railway Company tract, across said B.N. & S.F. Railroad R.O.W., a distance of 327.01 feet to the easterly line of said B.N. & S.F. Railroad R.O.W. and the westerly line of said M.T. Cole Family Partnership No. 2 tract; THENCE Southwesterly, along the easterly line of said B.N. & S.F. Railroad R.O.W., the westerly line of said M.T. Cole Family Partnership No. 2 tract, and a non-tangent curve to the left, having a radius of 2714.93 feet, a central angle of 00 degrees 25 minutes 29 seconds, an arc distance of 20.13 feet, and a chord that bears South 40 degrees 02 minutes 33 seconds West, 20.13 feet to the POINT OF BEGINNING and containing 6,583 square feet or 0.150 acre of land; NOTE: Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of 1983 as derived from GPS observation. EXHIBIT "A" P.O.C. (REMAINDER) THE M.T. COLE FAMILY PARTNERSHIP No. 2, LP 2009-102749 O.R.D.C.T. APPROXIMATE LOCATION ONCOR ELECTRIC DELIVERY COMPANY, LLC 70' EASEMENT AND RIGHT OF WAY 2015-138941, O.R.D.C.T. APPROXIMATE LOCATION SOUTHWESTERN GAS PIPELINE, INC. 30' PIPELINE EASEMENT VOL. 4950, PG. 1329, D.R.D.C.T. 1/2"R.F. 5/8"R.C.F. "DUNAWAY"BNSF RAILWAY COMPANY2020-14394, O.R.D.C.T.POINT FOR CORNER (5/8"R.F. AT S 81°24' W, 0.57')N 21°57'33" E 664.28'BNSF RAILWAY COMPANY 2010-48943 O.R.D.C.T. (REMAINDER) THE M.T. COLE FAMILY PARTNERSHIP No. 2, LP 2009-102749 O.R.D.C.T.C. PERRY SURVEYABSTRACT No. 1031L1 C1200'THE ATCHISON TOPEKAAND SANTA FERAILWAY COMPANY93-R0021055O.R.D.C.T.B.N. & S.F.RAILROADSheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\WATER\BNSF WE14.dwg2000 SCALE IN FEET G M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 2 4 10900 1"=200' T.J.M.J.S.B. 3/9/2021 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 1:37 PM MA T C H L I N E EXHIBIT "A" SE E S H E E T 3 SEE SHEET 4 FOR LINE AND CURVE DATA (REMAINDER) THE M.T. COLE FAMILY PARTNERSHIP No. 2, LP 2009-102749 O.R.D.C.T.C. PERRY SURVEYABSTRACT No. 1031A-1031A-710A-1031LOT 1X, BLOCK 43 TRAILS OF ELIZABETH CREEK 2020-226 O.R.D.C.T. APPROXIMATE LOCATION ONCOR ELECTRIC DELIVERY COMPANY, LLC 70' EASEMENT AND RIGHT OF WAY 2015-138941, O.R.D.C.T. APPROXIMATE LOCATION SOUTHWESTERN GAS PIPELINE, INC. 30' PIPELINE EASEMENT VOL. 4950, PG. 1329, D.R.D.C.T. APPROXIMATE LOCATION EXHIBIT "B" DRAINAGE EASEMENT 93-R0021055 O.R.D.C.T. APPROXIMATE LOCATION MITCHELL ENERGY CORPORATION 45' PIPELINE AND ROAD EASEMENT TO PADS 4, 3, 2 & 1 2004-53748, O.R.D.C.T. VOL. 4518, PG. 275, D.R.D.C.T. APPROXIMATE LOCATION MITCHELL ENERGY CORPORATION PAD 2 2004-53748, O.R.D.C.T. VOL. 4518, PG. 275, D.R.D.C.T. 20' PERMANENT WATER FACILITY EASEMENT 6,538 SQ. FT. 0.150 AC. 1/2"R.F. B.N. & S.F. RAIL R OA D ENLINK GAS PINFLAGS BNSF RAILWAY COMPANY 2010-48943 O.R.D.C.T. COWTOWN PIPELINE, L.P. 2009-17582 O.R.D.C.T. POINT FOR CORNER (5/8"R.F. AT S 81°24' W, 0.57') P.O.B. N 5 6 ° 2 8 ' 2 3 " W 32 6 . 7 6 ' 32 7 . 0 1 ' S 5 6 ° 2 8 ' 2 3 " E THE ATCHISON TOPEKA AND SANTA FE RAILWAY COMPANY 93-R0021055 O.R.D.C.T. L1 C1C2C3 C4 200' 32 5 ' ELIZA B E T H CREEK Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\WATER\BNSF WE14.dwg2000 SCALE IN FEET G M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 3 4 10900 1"=200' T.J.M.J.S.B. 3/9/2021 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 1:37 PM EXHIBIT "A" MA T C H L I N E SE E S H E E T 2 SEE SHEET 4 FOR LINE AND CURVE DATA CURVE TABLE CURVE # C1 C2 C3 C4 RADIUS 2764.93' 2714.93' 3039.93' 2714.93' ARC LENGTH 68.71' 779.34' 20.10' 20.13' DELTA ANGLE 1°25'26" 16°26'50" 0°22'44" 0°25'29" CHORD BEARING N22°40'16"E N31°36'23"E N39°20'36"E S40°02'33"W CHORD LENGTH 68.70' 776.67' 20.10' 20.13' LINE TABLE LINE # L1 BEARING S66°36'45"E DISTANCE 50.00' Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\WATER\BNSF WE14.dwgG M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 4 4 10900 NONE T.J.M.J.S.B. 3/9/2021 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 1:37 PM EXHIBIT "A" Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\WATER\BNSF WE15.dwgG M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 10900 NONE T.J.M.J.S.B. 2/25/2021 1 10 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 11:37 AM PERMANENT WATER FACILITY EASEMENT STATE OF TEXAS: COUNTY OF DENTON: BEING a tract of land situated in the J. Burns Survey, Abstract No. 76 and the C. Perry Survey, Abstract No. 1031, Denton County, Texas, being a portion of that tract of land as described in deed to the BNSF Railway Company, recorded in 2010-48943, Official Records, Denton County, Texas (ORDCT), and being more particularly described as follows: COMMENCING at the northwest corner of said BNSF Railway Company tract per said deed recorded in 2010-48943, ORDCT, being a reentrant corner in the east line of a tract of land as described in deed to Alliance West, LP, recorded in 2019-41700, ORDCT, from which a TXDOT monument with aluminum disc found in the south line of State Highway No. 114 and the north line of said Alliance West tract bears North 62 degrees 18 minutes 24 seconds West, 2761.15 feet, and another TXDOT monument with aluminum disc found in the south line of said State Highway No. 114 and the north line of said Alliance West tract bears North 44 degrees 25 minutes 48 seconds East, 1745.75 feet; THENCE South 00 degrees 21 minutes 07 seconds West, along the west line of said BNSF Railway Company tract and said reentrant line of said Alliance West tract, a distance of 962.27 feet to the POINT OF BEGINNING of the herein described tract of land; THENCE departing said reentrant line of said Alliance West tract, across said BNSF Railway Company tract, as follows: North 89 degrees 46 minutes 37 seconds East, a distance of 3,110.24 feet; South 67 degrees 43 minutes 23 seconds East, a distance of 336.70 feet; South 56 degrees 28 minutes 23 seconds East, a distance of 177.69 feet to a point in the westerly line of the B.N. & S.F. Railroad (called 325' R.O.W.) and the east line of said BNSF Railway Company tract; EXHIBIT "A" Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\WATER\BNSF WE15.dwgG M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 10900 NONE T.J.M.J.S.B. 2/25/2021 2 10 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 11:37 AM THENCE Southwesterly, along the westerly line of said B.N. & S.F. Railroad R.O.W., the east line of said BNSF Railway Company tract, and a non-tangent curve to the left, having a radius of 3,039.93 feet, a central angle of 00 degrees 22 minutes 44 seconds, an arc distance of 20.10 feet, and a chord that bears South 39 degrees 20 minutes 36 seconds West, 20.10 feet; THENCE departing the westerly line of said B.N. & S.F. Railroad R.O.W., across said BNSF Railway Company tract, as follows: North 56 degrees 28 minutes 23 seconds West, non-tangent to said curve, a distance of 173.68 feet; North 67 degrees 43 minutes 23 seconds West, a distance of 330.75 feet; South 89 degrees 46 minutes 37 seconds West, a distance of 3,106.46 feet to a point in the west line of said BNSF Railway Company tract and said reentrant line of said Alliance West tract; THENCE North 00 degrees 21 minutes 07 seconds East, along the west line of said BNSF Railway Company tract and said reentrant line of said Alliance West tract a distance of 20.00 feet to the POINT OF BEGINNING and containing 72,355 square feet or 1.661 acres of land. NOTE: Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of 1983 as derived from GPS observation. EXHIBIT "A" ALLIANCE WEST, LP 2019-41700 O.R.D.C.T. (NO PROPERTY CORNER CALLS) P.O.C. STATE HIGHWAY No. 114 P.O.B. TXDOT MONUMENT WITH ALUMINUM DISC FOUND NOT FOUND DEED 619.90' DEED L=386.96' DEED 374.05' N 6 2 ° 1 8 ' 2 4 " W 2 7 6 1 . 1 5 ' N 44°25'48" E 1745.75'S 00°21'07" W 962.27'DEED CORNER Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\WATER\BNSF WE15 COMM DETAIL.dwg6000 SCALE IN FEET G M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 10900 1"=600' T.J.M.J.S.B. 2/25/2021 3 10 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 4:12 PM SEE SHEET 5 EXHIBIT "A" BNSF RAILWAY COMPANY 2010-48943, O.R.D.C.T (NO PROPERTY CORNERS FOUND). P.O.C. STATE HIGHWAY No. 114 P.O.B. TXDOT MONUMENT WITH ALUMINUM DISC FOUND TXDOT MONUMENT WITH ALUMINUM DISC FOUND NOT FOUND DEED 827.31'N 44°25'48" E 1745.75'ALLIANCE WEST, LP 2019-41700 O.R.D.C.T. (NO PROPERTY CORNER CALLS)S 00°21'07" W 962.27'DEED CORNER Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\WATER\BNSF WE15 COMM DETAIL.dwg6000 SCALE IN FEET G M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 10900 1"=600' T.J.M.J.S.B. 2/25/2021 4 10 SEE SHEET 5 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 4:12 PM EXHIBIT "A" APPROXIMATE LOCATION CANTERA RESOURCES, INC EXHIBIT "B" 30' PIPELINE EASEMENT AND RIGHT OF WAY VOL. 4845, PG. 2115, D.R.D.C.T. APPROXIMATE LOCATION CANTERA RESOURCES, INC EXHIBIT "c" 30' PIPELINE EASEMENT AND RIGHT OF WAY VOL. 4845, PG. 2115, D.R.D.C.T. APPROXIMATE LOCATION BRAZOS ELECTRIC POWER COOPERATIVE, INC. 100' R.O.W. EASEMENT VOL. 2142, PG. 332, D.R.D.C.T. VOL. 2460, PG. 424, D.R.D.C.T. APPROXIMATE LOCATION ENTERPRISE TEXAS PIPELINE LLC 50' PERMANENT PIPELINE EASEMENT AND RIGHT OF WAY 2009-64287, O.R.D.C.T. BNSF RAILWAY COMPANY 2010-48943 O.R.D.C.T. ALLIANCE WEST, LP 2019-41700 O.R.D.C.T. APPROXIMATE LOCATION MITCHELL ENERGY CORPORATION 40' PERMANENT PIPELINE AND ROAD EASEMENT VOL. 4541, PG. 1607, D.R.D.C.T. VOL. 4541, PG. 1619, D.R.D.C.T. APPROXIMATE LOCATION CROSSTEX NORTH TEXAS GATHERING, L.P. 50' PERMANENT PIPELINE EASEMENT AND RIGHT OF WAY 2007-53761, O.R.D.C.T. J. BU R N S S U R V E Y ABST R A C T N o. 7 6 A-76A-76 S 00°21'07" W 962.27'N 89°46'37" E 3110.24' S 89°46'37" W 3106.46' P.O.B. N 00°21'07" E 20.00' 20' PERMANENT WATER FACILITY EASEMENT 72,355 SQ. FT. 1.661 AC. BNSF RAILWAY COMPANY 2010-48943 O.R.D.C.T. CITY OF FORT WORTH 25' WATER FACILITY EASEMENT 2021-4899, O.R.D.C.T. Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\WATER\BNSF WE15.dwg1000 SCALE IN FEET G M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 10900 1"=100' T.J.M.J.S.B. 2/25/2021 5 10 MATCH LINESEE SHEET 6SEE SHEETS 3 & 4 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 11:46 AM EXHIBIT "A" APPROXIMATE LOCATION MITCHELL ENERGY CORPORATION LOCATION PAD VOL. 4541, PG. 1607, D.R.D.C.T. VOL. 4541, PG. 1619, D.R.D.C.T. APPROXIMATE LOCATION MITCHELL ENERGY CORPORATION 40' PERMANENT PIPELINE AND ROAD EASEMENT VOL. 4541, PG. 1607, D.R.D.C.T. VOL. 4541, PG. 1619, D.R.D.C.T. APPROXIMATE LOCATION CROSSTEX NORTH TEXAS GATHERING, L.P. 50' PERMANENT PIPELINE EASEMENT AND RIGHT OF WAY 2007-53761, O.R.D.C.T. APPROXIMATE LOCATION CANTERA RESOURCES, INC EXHIBIT "B" 30' PIPELINE EASEMENT AND RIGHT OF WAY VOL. 4845, PG. 2115, D.R.D.C.T. APPROXIMATE LOCATION BRAZOS ELECTRIC POWER COOPERATIVE, INC. 100' R.O.W. EASEMENT VOL. 2142, PG. 332, D.R.D.C.T. VOL. 2460, PG. 424, D.R.D.C.T. APPROXIMATE LOCATION ENTERPRISE TEXAS PIPELINE LLC 50' PERMANENT PIPELINE EASEMENT AND RIGHT OF WAY 2009-64287, O.R.D.C.T. BNSF RAILWAY COMPANY 2010-48943 O.R.D.C.T. BNSF RAILWAY COMPANY 2010-48943 O.R.D.C.T. J. BU R N S S U R V E Y ABST R A C T N o. 7 6 N 89°46'37" E 3110.24' S 89°46'37" W 3106.46' 20' PERMANENT WATER FACILITY EASEMENT 72,355 SQ. FT. 1.661 AC. Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\WATER\BNSF WE15.dwg1000 SCALE IN FEET G M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 10900 1"=100' T.J.M.J.S.B. 2/25/2021 6 10 MATCH LINESEE SHEET 7MATCH LINESEE SHEET 5PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 11:46 AM EXHIBIT "A" APPROXIMATE LOCATION MITCHELL ENERGY CORPORATION LOCATION PAD VOL. 4541, PG. 1607, D.R.D.C.T. VOL. 4541, PG. 1619, D.R.D.C.T. APPROXIMATE LOCATION CROSSTEX NORTH TEXAS GATHERING, L.P. 50' PERMANENT PIPELINE EASEMENT AND RIGHT OF WAY 2007-53761, O.R.D.C.T. APPROXIMATE LOCATION CANTERA RESOURCES, INC EXHIBIT "B" 30' PIPELINE EASEMENT AND RIGHT OF WAY VOL. 4845, PG. 2115, D.R.D.C.T. APPROXIMATE LOCATION ENTERPRISE TEXAS PIPELINE LLC 50' PERMANENT PIPELINE EASEMENT AND RIGHT OF WAY 2009-64287, O.R.D.C.T. APPROXIMATE LOCATION BRAZOS ELECTRIC POWER COOPERATIVE, INC. 100' R.O.W. EASEMENT VOL. 2142, PG. 332, D.R.D.C.T. VOL. 2460, PG. 424, D.R.D.C.T. BNSF RAILWAY COMPANY 2010-48943 O.R.D.C.T. BNSF RAILWAY COMPANY 2010-48943 O.R.D.C.T. J. BU R N S S U R V E Y ABST R A C T N o. 7 6 N 89°46'37" E 3110.24' S 89°46'37" W 3106.46' 20' PERMANENT WATER FACILITY EASEMENT 72,355 SQ. FT. 1.661 AC. Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\WATER\BNSF WE15.dwg1000 SCALE IN FEET G M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 10900 1"=100' T.J.M.J.S.B. 2/25/2021 7 10 MATCH LINESEE SHEET 8MATCH LINESEE SHEET 6PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 11:46 AM EXHIBIT "A" APPROXIMATE LOCATION CROSSTEX NORTH TEXAS GATHERING, L.P. SITE EASEMENT 2009-74214, O.R.D.C.T.BNSF RAILWAY COMPANY 2010-48943 O.R.D.C.T. BNSF RAILWAY COMPANY 2010-48943 O.R.D.C.T. APPROXIMATE LOCATION ENTERPRISE TEXAS PIPELINE LLC 50' PERMANENT PIPELINE EASEMENT AND RIGHT OF WAY 2009-64287, O.R.D.C.T. APPROXIMATE LOCATION BRAZOS ELECTRIC POWER COOPERATIVE, INC. 100' R.O.W. EASEMENT VOL. 2142, PG. 332, D.R.D.C.T. VOL. 2460, PG. 424, D.R.D.C.T. APPROXIMATE LOCATION CROSSTEX NORTH TEXAS GATHERING, L.P. 50' PERMANENT PIPELINE EASEMENT AND RIGHT OF WAY 2007-53761, O.R.D.C.T. APPROXIMATE LOCATION CANTERA RESOURCES, INC EXHIBIT "B" 30' PIPELINE EASEMENT AND RIGHT OF WAY VOL. 4845, PG. 2115, D.R.D.C.T. EASEMENT AND RIGHT OF WAY J. BU R N S S U R V E Y ABST R A C T N o. 7 6 N 89°46'37" E 3110.24' S 89°46'37" W 3106.46' 20' PERMANENT WATER FACILITY EASEMENT 72,355 SQ. FT. 1.661 AC. Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\WATER\BNSF WE15.dwg1000 SCALE IN FEET G M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 10900 1"=100' T.J.M.J.S.B. 2/25/2021 8 10 MATCH LINESEE SHEET 9MATCH LINESEE SHEET 7PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 11:46 AM EXHIBIT "A" APPROXIMATE LOCATION CROSSTEX NORTH TEXAS GATHERING, L.P. 200' x 200' SURFACE SITE 2005-160285, O.R.D.C.T. APPROXIMATE LOCATION CROSSTEX NORTH TEXAS GATHERING, L.P. 50' PERMANENT PIPELINE, ROAD & UTILITY EASEMENT 2005-160285, O.R.D.C.T. TXU ELECTRIC DELIVERY COMPANY 50' EASEMENT AND RIGHT OF WAY 2006-86519, O.R.D.C.T. APPROXIMATE LOCATION CANTERA RESOURCES, INC 30' WIDE EASEMENT VOL. 4893, PG. 903, D.R.D.C.T. APPROXIMATE LOCATION CROSSTEX NORTH TEXAS PIPELINE, L.P. AT LEAST 25' WIDE ROAD ROAD & UTILITY EASEMENT 2009-74214, O.R.D.C.T. APPROXIMATE LOCATION CROSSTEX NORTH TEXAS GATHERING, L.P. SITE EASEMENT 2009-74214, O.R.D.C.T. APPROXIMATE LOCATION ENTERPRISE TEXAS PIPELINE LLC 50' PERMANENT PIPELINE EASEMENT AND RIGHT OF WAY 2009-64287, O.R.D.C.T. APPROXIMATE LOCATION BRAZOS ELECTRIC POWER COOPERATIVE, INC. 100' R.O.W. EASEMENT VOL. 2142, PG. 332, D.R.D.C.T. VOL. 2460, PG. 424, D.R.D.C.T. APPROXIMATE LOCATION CROSSTEX NORTH TEXAS GATHERING, L.P. 50' PERMANENT PIPELINE EASEMENT AND RIGHT OF WAY 2007-53761, O.R.D.C.T. APPROXIMATE LOCATION CANTERA RESOURCES, INC EXHIBIT "B" 30' PIPELINE EASEMENT AND RIGHT OF WAY VOL. 4845, PG. 2115, D.R.D.C.T. BNSF RAILWAY COMPANY 2010-48943 O.R.D.C.T. BNSF RAILWAY COMPANY 2010-48943, O.R.D.C.T. BNSF RAILWAY C. PE R R Y S U R V E Y ABST R A C T N o. 1 0 3 1 A-1031 A-76 A-1031A-76J. BU R N S S U R V E Y ABST R A C T N o. 7 6 N 89°46'37" E 3110.24' S 67 ° 4 3 ' 2 3 " E 3 3 6 . 7 0 ' N 6 7 ° 4 3 ' 2 3 " W 3 3 0 . 7 5 ' S 89°46'37" W 3106.46' 20' PERMANENT WATER FACILITY EASEMENT 72,355 SQ. FT. 1.661 AC. APPROXIMATE LOCATION ENERGY TRANSFER FUEL, LP 50' PERMANENT EASEMENT & R.O.W. 2010-95019, O.R.D.C.T. APPROXIMATE LOCATION ENTERPRISE TEXAS PIPELINE LLC 50' PERMANENT PIPELINE EASEMENT AND RIGHT OF WAY 2009-64286, O.R.D.C.T. APPROXIMATE LOCATION CROSSTEX NORTH TEXAS PIPELINE, L.P. 50' PERMANENT PIPELINE EASEMENT 2005-160284, O.R.D.C.T. Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\WATER\BNSF WE15.dwg1000 SCALE IN FEET G M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 10900 1"=100' T.J.M.J.S.B. 2/25/2021 9 10 MATCH LINESEE SHEET 10MATCH LINESEE SHEET 8EXHIBIT "A" APPROXIMATE LOCATION EXHIBIT "H" DRAINAGE EASEMENT 93-R0021055, O.R.D.C.T. APPROXIMATE LOCATION CROSSTEX NORTH TEXAS PIPELINE, L.P. 50' PERMANENT PIPELINE EASEMENT 2005-160284, O.R.D.C.T. APPROXIMATE LOCATION EAGLE MOUNTAIN PIPELINE COMPANY, L.P. 30' PERMANENT EASEMENT 2005-107362, O.R.D.C.T. BNSF RAILWAY COMPANY 2010-48943 O.R.D.C.T. COWTOWN PIPELINE, L.P. 2009-17582 O.R.D.C.T.ENTERPRISE TEXAS PIPELINE LLC 2009-64232 O.R.D.C.T.APPROXIMATE LOCATION BRAZOS ELECTRIC POWER COOPERATIVE, INC. 100' R.O.W. EASEMENT VOL. 2142, PG. 332, D.R.D.C.T. VOL. 2460, PG. 424, D.R.D.C.T.A-1081C. PE R R Y S U R V E Y ABST R A C T N o. 1 0 3 1 R=3039.93' L=20.10' ∆=0°22'44" CB=S39°20'36"W CL=20.10' N 5 6 ° 2 8 ' 2 3 " W 17 3 . 6 8 ' 177.69' S 56°28'23" E 20' PERMANENT WATER FACILITY EASEMENT 72,355 SQ. FT. 1.661 AC.325'B.N. & S.F. RAILROADR=2714.93'Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\WATER\BNSF WE15.dwg1000 SCALE IN FEET G M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 10900 1"=100' T.J.M.J.S.B. 2/25/2021 10 10MATCH LINESEE SHEET 9PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 11:46 AM EXHIBIT "A" Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\SEWER\COLE SE5.dwgG M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/9/2021 7:51 AM 1 17 10900 NONE T.J.M.J.S.B. 2/23/2021 EXHIBIT "A" PERMANENT SANITARY SEWER FACILITY EASEMENT TRACT 1 STATE OF TEXAS: COUNTY OF DENTON: BEING a tract of land situated the L. Butler Survey, Abstract No. 64, Denton County, Texas, being a portion of a tract of land as described in deed to The M.T. Cole Family Partnership No. 2, LP, recorded in 2009-102749, Official Records, Denton County, Texas (ORDCT), and being more particularly described as follows: COMMENCING at a 5/8” rebar capped Dunaway found in the northwesterly line of Blue Mound Road - F.M. 156 (variable width R.O.W. per 2007-110923, ORDCT) at the most southerly corner of Lot 1R, Block 1, Northpoint Alliance Industrial Park, an addition to the City of Fort Worth, Denton County, Texas as recorded in 2020-401, ORDCT; THENCE departing the northwesterly line of said Blue Mound Road, along the southwesterly line of said Lot 1R, Block 1, as follows: North 47 degrees 51 minutes 10 seconds West, a distance of 102.37 feet to a 5/8” rebar capped Dunaway found; North 41 degrees 00 minutes 36 seconds West, a distance of 100.72 feet to a 5/8” rebar capped Dunaway found; North 47 degrees 51 minutes 10 seconds West, a distance of 1011.16 feet to the POINT OF BEGINNING of the herein described tract of land; THENCE departing the southwesterly line of said Lot 1R, Block 1, across said M.T. Cole tract, as follows: South 24 degrees 01 minute 03 seconds West, a distance of 111.92 feet; South 54 degrees 00 minutes 16 seconds East, a distance of 315.95 feet; South 35 degrees 59 minutes 44 seconds West, a distance of 40.00 feet; Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\SEWER\COLE SE5.dwgG M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/9/2021 7:51 AM 2 17 10900 NONE T.J.M.J.S.B. 2/23/2021 EXHIBIT "A" North 54 degrees 00 minutes 16 seconds West, a distance of 348.35 feet; North 24 degrees 01 minute 03 seconds East, a distance of 157.42 feet to the southwesterly line of said Lot 1R, Block 1; THENCE South 47 degrees 51 minutes 10 seconds East, along the southwesterly line of said Lot 1R, Block 1, a distance of 42.09 feet to the POINT OF BEGINNING and containing 18,673 square feet or 0.429 acre of land. NOTE: Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of 1983 as derived from GPS observation. CITY OF FORT WORTH 25' PERMANENT WATER FACILITY EASEMENT 2018-9514, O.R.D.C.T. APPROXIMATE LOCATION 30' SWG PIPELINE, LLC EASEMENT 2019-110375, O.R.D.C.T. APPROXIMATE LOCATION 30' SWG PIPELINE, LLC EASEMENT 2019-110376, O.R.D.C.T. APPROXIMATE LOCATION MITCHELL ENERGY CORPORATION 20' PIPELINE R.O.W. AND EASEMENT VOL. 2742, PG. 762, D.R.D.C.T. (LOCATION PER 2005-1946 EXHIBIT"A") APPROXIMATE LOCATION MITCHELL ENERGY CORPORATION MAIN E-W ROAD FROM ENTRANCE WESTERLY 20' ROAD EASEMENT VOL. 4518, PG. 275, D.R.D.C.T. ROAD EASEMENT "B" NO WIDTH STATED. 20' SHOWN 2004-53748, O.R.D.C.T.BLUE MOUND ROAD(F.M. 156 - VARIABLE WIDTH R.O.W.)2007-110923, O.R.D.C.T.20' PERMANENT WATER FACILITY EASEMENT 2020-230, O.R.D.C.T. B O L D R U L E R R O A D 100' PUBLIC ACCESS EASEMENT 2020-401, O.R.D.C.T. (REMAINDER) THE M.T. COLE FAMILY PARTNERSHIP No. 2, LP 2009-102749 O.R.D.C.T. 10' AT&T EASEMENT 2020-83598 O.R.D.C.T. 20' PERMANENT WATER FACILITY EASEMENT 2020-401, O.R.D.C.T. 60' UTILITY EASEMENT 2020-401, O.R.D.C.T. 30' PERMANENT SEWER FACILITY EASEMENT 2020-230, O.R.D.C.T. LOT 1R, BLOCK 1 NORTHPOINT ALLIANCE INDUSTRIAL PARK 2020-401 O.R.D.C.T.L. BUTLER SURVEYABSTRACT No. 64A-1553 A. ROBERTSON SURVEYABSTRACT No. 1553A-64 P.O.C.N 4 7 ° 5 1 ' 1 0 " W 1 0 1 1 . 1 5 ' L 1 L 2 5/8" RCF 5/8" RCF 5/8" RCFSheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\SEWER\COLE SE5.dwg1000 SCALE IN FEET G M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/9/2021 7:51 AMMATCH LINESEE SHEET 4SEE SHEET 5 FOR LINE DATA 3 17 10900 1"=100' T.J.M.J.S.B. 2/23/2021 EXHIBIT "A" 20' PERMANENT WATER FACILITY EASEMENT 2020-401, O.R.D.C.T. 20' PERMANENT WATER FACILITY EASEMENT 2020-230, O.R.D.C.T. 10' AT&T EASEMENT 2020-83598 O.R.D.C.T. 10' AT&T EASEMENT 2020-83600 O.R.D.C.T. 20' PERMANENT WATER FACILITY EASEMENT 2020-401, O.R.D.C.T. 100' PUBLIC ACCESS EASEMENT 2020-401, O.R.D.C.T. 60' UTILITY EASEMENT 2020-401, O.R.D.C.T.L. BUTLER SURVEYABSTRACT No. 64LOT 1R, BLOCK 1 NORTHPOINT ALLIANCE INDUSTRIAL PARK 2020-401 O.R.D.C.T. (REMAINDER) THE M.T. COLE FAMILY PARTNERSHIP No. 2, LP 2009-102749 O.R.D.C.T. B O L D R U L E R R O A D P.O.B. TRACT 1 40' PERMANENT SANITARY SEWER FACILITY EASEMENT 18,673 SQ. FT. 0.429 AC. N 5 4 ° 0 0 ' 1 6 " W 3 4 8 . 3 5 ' S 5 4 ° 0 0 ' 1 6 " E 3 1 5 . 9 5 ' N 4 7 ° 5 1 ' 1 0 " W 1 0 1 1 . 1 5 'L3L4L5L 6 Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\SEWER\COLE SE5.dwg1000 SCALE IN FEET G M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 MATCH LINESEE SHEET 3SEE SHEET 5 FOR LINE DATA 4 17 10900 1"=100' T.J.M.J.S.B. 2/23/2021 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/9/2021 7:51 AM EXHIBIT "A" LINE TABLE LINE # L1 L2 L3 L4 L5 L6 BEARING N47°51'10"W N41°00'36"W S24°01'03"W S35°59'44"W N24°01'03"E S47°51'10"E DISTANCE 102.37' 100.72' 111.92' 40.00' 157.42' 42.09' Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\SEWER\COLE SE5.dwgG M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 5 17 10900 1"=100' T.J.M.J.S.B. 2/23/2021 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/9/2021 7:51 AM EXHIBIT "A" Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\SEWER\COLE SE11.dwgG M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/9/2021 7:54 AM 6 17 10900 NONE T.J.M.J.S.B. 2/23/2021 EXHIBIT "A" PERMANENT SANITARY SEWER FACILITY EASEMENT TRACT 2 STATE OF TEXAS: COUNTY OF DENTON: BEING a tract of land situated in the L. Butler Survey, Abstract No. 64 and the C. Perry Survey, Abstract No. 1031, Denton County, Texas, being a portion of that tract of land as described in deed to The M.T. Cole Family Partnership No. 2, LP, recorded in 2009-102749, Official Records, Denton County, Texas (ORDCT), and being more particularly described as follows: COMMENCING at a 5/8” rebar capped Dunaway found at the most westerly corner of Lot 1R, Block 1, Northpoint Alliance Industrial Park, an addition to the City of Fort Worth, Denton County, Texas as recorded in 2020-401, ORDCT, said point being a reentrant corner in the northeasterly line of a tract of land as described in deed to NP-OV Fort Worth Logistics Park, LLC, recorded in 2020-70676, ORDCT, from which a 5/8 rebar capped Dunaway found at the most southerly corner of said Lot 1R, Block 1 bears South 50 degrees 52 minutes 33 seconds East, 2432.99 feet; THENCE North 41 degrees 23 minutes 43 seconds East, along the northwesterly line of said Lot 1R, Block 1, a distance of 291.57 feet to the POINT OF BEGINNING of the herein described tract of land; THENCE departing the northwesterly line of said Lot 1R, Block 1, across said M.T. Cole Family Partnership No. 2 tract, as follows: North 59 degrees 47 minutes 05 seconds West, a distance of 139.12 feet; WEST, a distance of 671.85 feet; NORTH, a distance of 40.00 feet; EAST, a distance of 682.65 feet; South 59 degrees 47 minutes 05 seconds East, a distance of 157.83 feet to the northwesterly line of said Lot 1R, Block 1; THENCE South 41 degrees 23 minutes 43 seconds West, along the northwesterly line of said Lot 1R, Block 1, a distance of 40.77 feet to the POINT OF BEGINNING and containing 33,029 square feet or 0.758 acre of land. NOTE: Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of 1983 as derived from GPS observation. NP-OV FORT WORTH LOGISTICS PARK, LLC 2020-70676 O.R.D.C.T. APPROXIMATE LOCATION MITCHELL ENERGY CORPORATION 45' PIPELINE AND ROAD EASEMENT TO PADS 4, 3, 2 & 1 2004-53748, O.R.D.C.T. VOL. 4518, PG. 275, D.R.D.C.T. APPROXIMATE LOCATION MITCHELL ENERGY CORPORATION PAD 9 2004-53748, O.R.D.C.T. FLOODPLAIN EASEMENT 2020-401, O.R.D.C.T. APPROXIMATE LOCATION MITCHELL ENERGY CORPORATION PAD 4 2004-53748, O.R.D.C.T. VOL. 4518, PG. 275, D.R.D.C.T.A-64A-1031(REMAINDER) THE M.T. COLE FAMILY PARTNERSHIP No. 2, LP 2009-102749 O.R.D.C.T. LOT 1R, BLOCK 1 NORTHPOINT ALLIANCE INDUSTRIAL PARK 2020-401 O.R.D.C.T. 100' PUBLIC ACCESS EASEMENT 2020-401, O.R.D.C.T. 60' UTILITY EASEMENT 2020-401, O.R.D.C.T. 20' PERMANENT WATER FACILITY EASEMENT 2020-401, O.R.D.C.T. 20' PERMANENT WATER FACILITY EASEMENT 2020-401, O.R.D.C.T.L. BUTLER SURVEYABSTRACT No. 64B O L D R U L E R R O A D P.O.C. P.O.B. (REMAINDER) THE M.T. COLE FAMILY PARTNERSHIP No. 2, LP 2009-102749 O.R.D.C.T.C. PERRY SURVEYABSTRACT No. 1031TRACT 2 40' PERMANENT SANITARY SEWER FACILITY EASEMENT 33,029 SQ. FT. 0.758 AC. S 41°23'43" W 40.77'N 41°23'43" E 291.57'L1 L3 15' ONCOR EASEMENT AND R.O.W. 2020-186022. O.R.D.C.T. 15' ONCOR EASEMENT AND R.O.W. 2020-186021. O.R.D.C.T. PUBLIC ACCESS EASEMENT 2020-401, O.R.D.C.T. 5/8" RCF Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\SEWER\COLE SE11.dwg1000 SCALE IN FEET G M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/9/2021 7:54 AMMATCH LINESEE SHEET 8SEE SHEET 8 FOR LINE DATA 7 17 10900 1"=100' T.J.M.J.S.B. 2/23/2021 EXHIBIT "A" A-1031(REMAINDER) NP-OV FORT WORTH PROJECT CY, LLC 2020-70675 O.R.D.C.T. TRACT 2 40' PERMANENT SANITARY SEWER FACILITY EASEMENT 33,029 SQ. FT. 0.758 AC.C. PERRY SURVEYABSTRACT No. 1031(REMAINDER) THE M.T. COLE FAMILY PARTNERSHIP No. 2, LP 2009-102749 O.R.D.C.T. WEST 671.85' EAST 682.65'N 41°23'43" E 291.57'L2LINE TABLE LINE # L1 L2 L3 BEARING N59°47'05"W N00°00'00"E S59°47'05"E DISTANCE 139.12' 40.00' 157.83' Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\SEWER\COLE SE11.dwg1000 SCALE IN FEET G M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 MATCH LINESEE SHEET 78 17 10900 1"=100' T.J.M.J.S.B. 2/23/2021 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/9/2021 7:54 AM EXHIBIT "A" Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\SEWER\COLE SE3.dwgG M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/9/2021 7:57 AM 9 17 10900 NONE T.J.M.J.S.B. 2/23/2021 EXHIBIT "A" PERMANENT SANITARY SEWER FACILITY EASEMENT TRACT 3 STATE OF TEXAS: COUNTY OF DENTON: BEING a tract of land situated in the L. Butler Survey, Abstract No. 64 and the A. King Survey, Abstract No. 710, Denton County, Texas, being a portion of that tract of land as described in deed to The M.T. Cole Family Partnership No. 2, LP, recorded in 2009-102749, Official Records, Denton County, Texas (ORDCT), and being more particularly described as follows: COMMENCING at 5/8” rebar capped Dunaway found at the most westerly corner of Lot 1R, Block 1, Northpoint Alliance Industrial Park, an addition to the City of Fort Worth, Denton County, Texas as recorded in 2020-401, ORDCT, said point being a reentrant corner in the northeasterly line of a tract of land as described in deed to NP-OV Fort Worth Logistics Park, LLC, recorded in 2020-70676, ORDCT, from which a 5/8 rebar capped Dunaway found at the most southerly corner of said Lot 1R, Block 1 bears South 50 degrees 52 minutes 33 seconds East, 2432.99 feet; THENCE North 41 degrees 23 minutes 43 seconds East, along the northwesterly line of said Lot 1R, Block 1, a distance of 715.69 feet to the POINT OF BEGINNING of the herein described tract of land; THENCE departing the northwesterly line of said Lot 1R, Block 1, across said M.T. Cole Family Partnership No. 2 tract, as follows: North 11 degrees 08 minutes 11 seconds East, a distance of 79.38 feet; North 41 degrees 23 minutes 43 seconds East, a distance of 312.77 feet; North 30 degrees 00 minutes 38 seconds East, a distance of 323.44 feet; North 63 degrees 30 minutes 13 seconds East, a distance of 169.64 feet; North 41 degrees 23 minutes 43 seconds East, a distance of 608.89 feet; South 59 degrees 07 minutes 06 seconds East, a distance of 40.68 feet to a point in the northwesterly line of said Lot 1R, Block 1; Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\SEWER\COLE SE3.dwgG M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/9/2021 7:57 AM 10 17 10900 NONE T.J.M.J.S.B. 2/23/2021 EXHIBIT "A" THENCE South 41 degrees 23 minutes 43 seconds West, along the northwesterly line of said Lot 1R, Block 1, a distance of 624.13 feet; THENCE departing the northwesterly line of said Lot 1R, Block 1, across said M.T. Cole Family Partnership No. 2 tract, as follows: South 63 degrees 30 minutes 13 seconds West, a distance of 165.42 feet; South 30 degrees 00 minutes 38 seconds West, a distance of 315.40 feet to a point in the northwesterly line of said Lot 1R, Block 1; THENCE South 41 degrees 23 minutes 43 seconds West, along the northwesterly line of said Lot 1R, Block 1, a distance of 385.32 feet to the POINT OF BEGINNING and containing 58,100 square feet or 1.334 acres of land. NOTE: Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of 1983 as derived from GPS observation. NP-OV FORT WORTH LOGISTICS PARK, LLC 2020-70676 O.R.D.C.T. APPROXIMATE LOCATION MITCHELL ENERGY CORPORATION 45' PIPELINE AND ROAD EASEMENT TO PADS 4, 3, 2 & 1 2004-53748, O.R.D.C.T. VOL. 4518, PG. 275, D.R.D.C.T. APPROXIMATE LOCATION MITCHELL ENERGY CORPORATION PAD 9 2004-53748, O.R.D.C.T. FLOODPLAIN EASEMENT 2020-401, O.R.D.C.T. APPROXIMATE LOCATION MITCHELL ENERGY CORPORATION PAD 4 2004-53748, O.R.D.C.T. VOL. 4518, PG. 275, D.R.D.C.T.A-64A-1031(REMAINDER) THE M.T. COLE FAMILY PARTNERSHIP No. 2, LP 2009-102749 O.R.D.C.T. LOT 1R, BLOCK 1 NORTHPOINT ALLIANCE INDUSTRIAL PARK 2020-401 O.R.D.C.T. 100' PUBLIC ACCESS EASEMENT 2020-401, O.R.D.C.T. 60' UTILITY EASEMENT 2020-401, O.R.D.C.T. 20' PERMANENT WATER FACILITY EASEMENT 2020-401, O.R.D.C.T. 20' PERMANENT WATER FACILITY EASEMENT 2020-401, O.R.D.C.T.L. BUTLER SURVEYABSTRACT No. 64B O L D R U L E R R O A D P.O.C. (REMAINDER) THE M.T. COLE FAMILY PARTNERSHIP No. 2, LP 2009-102749 O.R.D.C.T.C. PERRY SURVEYABSTRACT No. 1031N 41°23'43" E 715.69'15' ONCOR EASEMENT AND R.O.W. 2020-186022. O.R.D.C.T. 15' ONCOR EASEMENT AND R.O.W. 2020-186021. O.R.D.C.T. PUBLIC ACCESS EASEMENT 2020-401, O.R.D.C.T. 5/8" RCF Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\SEWER\COLE SE3.dwg1000 SCALE IN FEET G M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/9/2021 7:57 AM MATCH LINE SEE SHEET 12 11 17 10900 1"=100' T.J.M.J.S.B. 2/23/2021 EXHIBIT "A" P.O.B. TRACT 3 40' PERMANENT SANITARY SEWER FACILITY EASEMENT 58,100 SQ. FT. 1.334 AC.L. BUTLER SURVEYABSTRACT No. 64APPROXIMATE LOCATION MITCHELL ENERGY CORPORATION 45' PIPELINE AND ROAD EASEMENT TO PADS 4, 3, 2 & 1 2004-53748, O.R.D.C.T. VOL. 4518, PG. 275, D.R.D.C.T. FLOODPLAIN EASEMENT 2020-401, O.R.D.C.T. (REMAINDER) THE M.T. COLE FAMILY PARTNERSHIP No. 2, LP 2009-102749 O.R.D.C.T. LOT 1R, BLOCK 1 NORTHPOINT ALLIANCE INDUSTRIAL PARK 2020-401 O.R.D.C.T.N 41°23'43" E 715.69'N 41°23'43" E 312.77'N 30°00'38" E 323.44'S 30°00'38" W 315.40'S 41°23'43" W 385.32' N 11°08'11" E 79.38' Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\SEWER\COLE SE3.dwg1000 SCALE IN FEET G M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 12 17 10900 1"=100' T.J.M.J.S.B. 2/23/2021 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/9/2021 7:57 AM MATCH LINE SEE SHEET 13 MATCH LINE SEE SHEET 11 EXHIBIT "A" A-64A-710A. KING SURVEYABSTRACT No. 710L. BUTLER SURVEYABSTRACT No. 64APPROXIMATE LOCATION DEVON ENERGY PRODUCTION COMPANY, L.P. 20' ELECTRIC EASEMENT 2011-67135, O.R.D.C.T. LOT 1R, BLOCK 1 NORTHPOINT ALLIANCE INDUSTRIAL PARK 2020-401 O.R.D.C.T. (REMAINDER) THE M.T. COLE FAMILY PARTNERSHIP No. 2, LP 2009-102749 O.R.D.C.T. APPROXIMATE LOCATION MITCHELL ENERGY CORPORATION 45' PIPELINE AND ROAD EASEMENT TO PADS 4, 3, 2 & 1 2004-53748, O.R.D.C.T. VOL. 4518, PG. 275, D.R.D.C.T. FLOODPLAIN EASEMENT 2020-401, O.R.D.C.T. TRACT 3 40' PERMANENT SANITARY SEWER FACILITY EASEMENT 58,100 SQ. FT. 1.334 AC.N 41°23'43" E 608.89'S 41°23'43" W 624.13' 169.6 4' N 63° 3 0' 1 3" E S 63°30'13" W 165.42' S 59°07'06" E 40.68' Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\SEWER\COLE SE3.dwg1000 SCALE IN FEET G M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 13 17 10900 1"=100' T.J.M.J.S.B. 2/23/2021 MATCH LINE SEE SHEET 12 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/9/2021 7:57 AM EXHIBIT "A" Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\SEWER\COLE SE17.dwgG M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 14 17 10900 NONE T.J.M.J.S.B. 3/9/2021 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/9/2021 7:59 AM PERMANENT SANITARY SEWER FACILITY EASEMENT TRACT 4 STATE OF TEXAS: COUNTY OF DENTON: BEING a tract of land situated in the A. King Survey, Abstract No. 710, Denton County, Texas, being a portion of that tract of land as described in deed to The M.T. Cole Family Partnership No. 2 LP, recorded in 2009-102749, Official Records, Denton County, Texas (ORDCT), and being more particularly described as follows: COMMENCING at a 5/8” rebar capped Dunaway found at the most westerly corner of Lot 1R, Block 1, Northpoint Alliance Industrial Park, an addition to the City of Fort Worth, Denton County, Texas as recorded in 2020-401, ORDCT, said point being a reentrant corner in the northeasterly line of a tract of land as described in deed to NP-OV Fort Worth Logistics Park, LLC, recorded in 2020-70676, ORDCT, from which a 5/8 rebar capped Dunaway found at the most southerly corner of said Lot 1R, Block 1 bears South 50 degrees 52 minutes 33 seconds East, 2432.99 feet; THENCE North 41 degrees 23 minutes 43 seconds East, along the northwesterly line of said Lot 1R, Block 1, a distance of 7.87 feet to a corner in the northeasterly line of said NP-OV Fort Worth Logistics Park tract and a corner of a remainder portion of said M.T. Cole Family Partnership No. 2 tract; THENCE North 07 degrees 40 minutes 10 seconds West, departing the northwesterly line of said Lot 1R, Block 1, across said M.T. Cole Family Partnership No. 2 tract, a distance of 4,362.27 feet to the POINT OF BEGINNING of the herein described tract of land; THENCE across said M.T. Cole Family Partnership No. 2 tract, as follows: North 77 degrees 06 minutes 51 seconds West, a distance of 30.00 feet; North 12 degrees 53 minutes 09 seconds East, a distance of 70.75 feet to a point in the line common to the northeasterly line of said M.T. Cole Family Partnership No. 2 remainder tract, the southwesterly line of Lot 1X, Block 43 of Trails of Elizabeth Creek, an addition to the City of Fort Worth, Denton County, Texas as recorded in 2020-226, ORDCT, and the approximate centerline of Elizabeth Creek, from which an angle point in said common line bears North 83 degrees 28 minutes 06 seconds West,147.00 feet; EXHIBIT "A" Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\SEWER\COLE SE17.dwgG M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 15 17 10900 NONE T.J.M.J.S.B. 3/9/2021 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/9/2021 7:59 AM THENCE South 83 degrees 28 minutes 06 seconds East, along said common line a distance of 30.19 feet; THENCE South 12 degrees 53 minutes 09 seconds West, departing said common line, across said M.T. Cole Family Partnership No. 2 tract, a distance of 74.09 feet to the POINT OF BEGINNING and containing 2,173 square feet or 0.050 acre of land. NOTE: Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of 1983 as derived from GPS observation. EXHIBIT "A" LOT 1R, BLOCK 1 NORTHPOINT ALLIANCE INDUSTRIAL PARK 2020-401 O.R.D.C.T. B O L D R U L E R R O A D (REMAINDER) THE M.T. COLE FAMILY PARTNERSHIP No. 2, LP 2009-102749 O.R.D.C.T. B.N. & S.F. RAIL R OA D LOT 1X, BLOCK 43 TRAILS OF ELIZABETH CREEK 2020-226 O.R.D.C.T. P.O.C. P.O.B. TRACT 4 N 07°40'10" W 4362.27'N 41°23'43" E 7.87' 5/8"R.C.F. "DUNAWAY" SEE SHEET 17 E L I ZA B E T H CR E E K 5/8"R.C.F. AT THE WEST CORNER OF LOT 1R, BLOCK 1 N 41°23'43" ESheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\SEWER\COLE SE17 COMM.dwg200 SCALE IN FEET G M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 16 17 10900 1"=1000' T.J.M.J.S.B. 3/9/2021 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/9/2021 7:59 AM LOT 1X, BLOCK 43 TRAILS OF ELIZABETH CREEK 2020-226, O.R.D.C.T. FORESTAR (USA) REAL ESTATE GROUP INC. 2018-27156 O.R.D.C.T. (REMAINDER) THE M.T. COLE FAMILY PARTNERSHIP No. 2, LP 2009-102749 O.R.D.C.T. APPROXIMATE LOCATION VARIABLE WIDTH CITY OF FORT WORTH SEWER FACILITY EASEMENT D218135015, O.P.R.T.C.T. APPROXIMATE LOCATION CITY OF FORT WORTH DRAINAGE FACILITY EASEMENT 2020-73917, O.R.D.C.T. P.O.B. TRACT 4 TRACT 4 30' PERMANENT SANITARY SEWER FACILITY EASEMENT 2,173 SQ. FT. 0.050 AC. ELIZABETH CREEK A. KING S U R V E Y ABSTRA C T N O . 7 1 0 FLOODPLAIN EASEMENT 2020-226, O.R.D.C.T. S 83°28'06" E 94.84' L1L2L3 L4SEE SHEET 16 N 83°28'06" W 147.00' LINE TABLE LINE # L1 L2 L3 L4 BEARING N77°06'51"W N12°53'09"E S83°28'06"E S12°53'09"W DISTANCE 30.00' 70.75' 30.19' 74.09' Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\SEWER\COLE SE17.dwg1000 SCALE IN FEET G M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 17 17 10900 1"=100' T.J.M.J.S.B. 3/9/2021 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/9/2021 8:00 AM EXHIBIT "A" Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\WATER\COLE WE6.dwgG M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 8:00 AM 1 22 10900 NONE T.J.M.J.S.B. 2/23/2021 PERMANENT WATER FACILITY EASEMENT TRACT 1 STATE OF TEXAS: COUNTY OF DENTON: BEING a tract of land situated the A. Robertson Survey, Abstract No. 1553, the G. Overton Survey, Abstract No. 972, and the L. Butler Survey, Abstract No. 64, Denton County, Texas, being a portion of a tract of land as described in deed to The M.T. Cole Family Partnership No. 2, LP, recorded in 2009-102749, Official Records, Denton County, Texas (ORDCT), being a portion of a tract of land as described in deed to The M.T. Cole Family Partnership No. 2, LP, recorded in 2019-72025, ORDCT, and being more particularly described as follows: COMMENCING at a 5/8” rebar capped Dunaway found in the northwesterly line of Blue Mound Road - F.M. 156 (variable width R.O.W. per 2007-110923, ORDCT) at the most southerly corner of Lot 1R, Block 1, Northpoint Alliance Industrial Park, an addition to the City of Fort Worth, Denton County, Texas as recorded in 2020-401, ORDCT; THENCE North 47 degrees 51 minutes 10 seconds West, departing the northwesterly line of said Blue Mound Road, along the southwesterly line of said Lot 1R, Block 1, a distance of 49.96 feet to the POINT OF BEGINNING of the herein described tract of land; THENCE departing the southwesterly line of said Lot 1R, Block 1, across said M.T. Cole tracts, as follows: South 02 degrees 51 minutes 10 seconds East, a distance of 36.31 feet to the beginning of a non-tangent curve to the left, having a radius of 4,708.66 feet; Southwesterly, along said curve, having a central angle of 16 degrees 54 minutes 43 seconds, an arc distance of 1,389.86 feet, and a chord that bears South 31 degrees 55 minutes 51 seconds West, 1,384.82 feet to the south line of said M.T. Cole tract recorded in 2019-72025, ORDCT; THENCE North 88 degrees 55 minutes 13 seconds West, non-tangent to said curve, along the south line of said M.T. Cole tract, a distance of 21.62 feet; THENCE across said M.T. Cole tracts recorded in 2019-72025 & 2009-102749, ORDCT, as follows: Northeasterly, along a non-tangent curve to the right, having a radius of 4,728.66 feet, a central angle of 16 degrees 54 minutes 57 seconds, an arc distance of 1,396.07 feet, and a chord that bears North 31 degrees 49 minutes 58 seconds East, 1,391.00 feet to the end of said curve; EXHIBIT "A" Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\WATER\COLE WE6.dwgG M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 8:00 AM 2 22 10900 NONE T.J.M.J.S.B. 2/23/2021 North 02 degrees 51 minutes 10 seconds West, non-tangent to said curve, a distance of 34.25 feet; North 47 degrees 51 minutes 10 seconds West, a distance of 34.72 feet; North 41 degrees 00 minutes 35 seconds West, a distance of 100.71 feet; North 47 degrees 51 minutes 10 seconds West, a distance of 1,265.58 feet to the beginning of a non-tangent curve to the left, having a radius of 490.00 feet; Northwesterly, along said curve, having a central angle of 24 degrees 51 minutes 01 second, an arc distance of 212.52 feet, and a chord that bears North 56 degrees 10 minutes 42 seconds West, 210.86 feet to the end of said curve; North 73 degrees 06 minutes 46 seconds West, non-tangent to said curve, a distance of 55.06 feet to the beginning of a non-tangent curve to the right, having a radius of 510.00 feet; Northwesterly, along said curve, having a central angle of 29 degrees 30 minutes 13 seconds, an arc distance of 262.62 feet, and a chord that bears North 62 degrees 48 minutes 29 seconds West, 259.72 feet to the end of said curve; North 48 degrees 28 minutes 15 seconds West, non-tangent to said curve, a distance of 16.82 feet to the southeasterly line of a tract of land as described in deed to NP-OV Fort Worth Logistics Park, LLC, recorded in 2020-70676, ORDCT; THENCE North 46 degrees 06 minutes 48 seconds East, along the southeasterly line of said NP-OV Fort Worth Logistics Park tract, a distance of 10.03 feet to the southwesterly line of said Lot 1R, Block 1, Northpoint Alliance Industrial Park; THENCE along the southwesterly line of said Lot 1R, Block 1, Northpoint Alliance Industrial Park, as follows: South 48 degrees 28 minutes 15 seconds East, a distance of 16.05 feet to the beginning of a non-tangent curve to the left, having a radius of 500.00 feet; Southeasterly, along said curve, having a central angle of 29 degrees 33 minutes 07 seconds, an arc distance of 257.89 feet, and having a chord that bears South 62 degrees 49 minutes 41 seconds East, 255.04 feet to the end of said curve; EXHIBIT "A" Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\WATER\COLE WE6.dwgG M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 8:00 AM 3 22 10900 NONE T.J.M.J.S.B. 2/23/2021 South 73 degrees 06 minutes 46 seconds East, non-tangent to said curve, a distance of 55.84 feet to the beginning of a non-tangent curve to the right, having a radius of 500.00 feet; Southeasterly, along said curve, having a central angle of 24 degrees 51 minutes 16 seconds, an arc distance of 216.90 feet, and a chord that bears South 56 degrees 13 minutes 18 seconds East, 215.20 feet to the end of said curve; South 47 degrees 51 minutes 10 seconds East, non-tangent to said curve, a distance of 1,265.82 feet; South 41 degrees 00 minutes 36 seconds East, a distance of 100.72 feet; South 47 degrees 51 minutes 10 seconds East, a distance of 52.41 feet to the POINT OF BEGINNING and containing 48,133 square feet or 1.105 acres of land. NOTE: Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of 1983 as derived from GPS observation. EXHIBIT "A" CITY OF FORT WORTH 25' PERMANENT WATER FACILITY EASEMENT 2018-9514, O.R.D.C.T. APPROXIMATE LOCATION 30' SWG PIPELINE, LLC EASEMENT 2019-110375, O.R.D.C.T. APPROXIMATE LOCATION 30' SWG PIPELINE, LLC EASEMENT 2019-110376, O.R.D.C.T. APPROXIMATE LOCATION MITCHELL ENERGY CORPORATION 20' PIPELINE R.O.W. AND EASEMENT VOL. 2742, PG. 762, D.R.D.C.T. (LOCATION PER 2005-1946 EXHIBIT"A") APPROXIMATE LOCATION MITCHELL ENERGY CORPORATION MAIN E-W ROAD FROM ENTRANCE WESTERLY 20' ROAD EASEMENT VOL. 4518, PG. 275, D.R.D.C.T. ROAD EASEMENT "B" NO WIDTH STATED. 20' SHOWN 2004-53748, O.R.D.C.T.BLUE MOUND ROAD(F.M. 156 - VARIABLE WIDTH R.O.W.)2007-110923, O.R.D.C.T.20' PERMANENT WATER FACILITY EASEMENT 2020-230, O.R.D.C.T. B O L D R U L E R R O A D 100' PUBLIC ACCESS EASEMENT 220-401, O.R.D.C.T. (REMAINDER) THE M.T. COLE FAMILY PARTNERSHIP No. 2, LP 2009-102749 O.R.D.C.T. 10' AT&T EASEMENT 2020-83598 O.R.D.C.T. 20' PERMANENT WATER FACILITY EASEMENT 220-401, O.R.D.C.T. 60' UTILITY EASEMENT 220-401, O.R.D.C.T. 30' PERMANENT SEWER FACILITY EASEMENT 2020-230, O.R.D.C.T. LOT 1R, BLOCK 1 NORTHPOINT ALLIANCE INDUSTRIAL PARK 2020-401 O.R.D.C.T.L. BUTLER SURVEYABSTRACT No. 64A-1553 A. ROBERTSON SURVEYABSTRACT No. 1553A-64 N 4 7 ° 5 1 ' 1 0 " W 1 2 6 5 . 5 8 ' L 1 L2L4L 5 L 6 L 1 2 L 1 3 C1C2S 4 7 ° 5 1 ' 1 0 " E 1 2 6 5 . 8 2 'P.O.C.P.O.B.TRACT 1TRACT 1 PERMANENT WATER FACILITY EASEMENT 48,133 SQ. FT. 1.105 AC. 20' 10'5/8" RCF5/8" RCF5/8" RCF Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\WATER\COLE WE6.dwg1000 SCALE IN FEET G M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 8:00 AM MATCH LINE SEE SHEET 5MATCH LINESEE SHEET 7SEE SHEET 9 FOR LINE AND CURVE DATA 4 22 10900 1"=100' T.J.M.J.S.B. 2/23/2021 EXHIBIT "A" 2018-9514, O.R.D.C.T. (REMAINDER) THE M.T. COLE FAMILY PARTNERSHIP No. 2, LP 2019-72025 O.R.D.C.T.A-1553A-1708A-1553 (REMAINDER) THE M.T. COLE FAMILY PARTNERSHIP No. 2, LP 2009-102749 O.R.D.C.T.A. ROBERTSON SURVEYABSTRACT No. 1553A-972 CITY OF FORT WORTH 25' PERMANENT WATER FACILITY EASEMENT 2018-9514, O.R.D.C.T. G. OVERT O N S U R V E Y ABSTRAC T N o . 9 7 2BLUE MOUND ROAD(F.M. 156 - VARIABLE WIDTH R.O.W.)2007-110923, O.R.D.C.T.TRACT 1 PERMANENT WATER FACILITY EASEMENT 48,133 SQ. FT. 1.105 AC. 20'C1C2Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\WATER\COLE WE6.dwg1000 SCALE IN FEET G M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 MATCH LINE SEE SHEET 4 MATCH LINE SEE SHEET 6 SEE SHEET 9 FOR LINE AND CURVE DATA 5 22 10900 1"=100' T.J.M.J.S.B. 2/23/2021 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 8:00 AM EXHIBIT "A" THE BURLINGTON NORTHERN AND SANTA FE RAILWAY COMPANY 2005-3454, O.R.D.C.T.G. OVERTON SURVEYABSTRACT No. 972(REMAINDER) THE M.T. COLE FAMILY PARTNERSHIP No. 2, LP 2019-72025 O.R.D.C.T. G. OVERT O N S U R V E Y CITY OF FORT WORTH 25' PERMANENT WATER FACILITY EASEMENT 2018-9514, O.R.D.C.T.BLUE MOUND ROAD(F.M. 156 - VARIABLE WIDTH R.O.W.)2007-110923, O.R.D.C.T.L3 TRACT 1 PERMANENT WATER FACILITY EASEMENT 48,133 SQ. FT. 1.105 AC. 20'C1C2POINT AT A BENT 5/8" RCF Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\WATER\COLE WE6.dwg1000 SCALE IN FEET G M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 MATCH LINE SEE SHEET 5 SEE SHEET 9 FOR LINE AND CURVE DATA 6 22 10900 1"=100' T.J.M.J.S.B. 2/23/2021 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 8:00 AM EXHIBIT "A" 20' PERMANENT WATER FACILITY EASEMENT 220-401, O.R.D.C.T. 20' PERMANENT WATER FACILITY EASEMENT 2020-230, O.R.D.C.T. 10' AT&T EASEMENT 2020-83598 O.R.D.C.T. 10' AT&T EASEMENT 2020-83600 O.R.D.C.T. 20' PERMANENT WATER FACILITY EASEMENT 220-401, O.R.D.C.T. 100' PUBLIC ACCESS EASEMENT 220-401, O.R.D.C.T. 60' UTILITY EASEMENT 220-401, O.R.D.C.T.L. BUTLER SURVEYABSTRACT No. 64LOT 1R, BLOCK 1 NORTHPOINT ALLIANCE INDUSTRIAL PARK 2020-401 O.R.D.C.T. (REMAINDER) THE M.T. COLE FAMILY PARTNERSHIP No. 2, LP 2009-102749 O.R.D.C.T. N 4 7 ° 5 1 ' 1 0 " W 1 2 6 5 . 5 8 ' B O L D R U L E R R O A D C 3 C 6 S 4 7 ° 5 1 ' 1 0 " E 1 2 6 5 . 8 2 ' TRACT 1 PERMANENT WATER FACILITY EASEMENT 48,133 SQ. FT. 1.105 AC. 10' Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\WATER\COLE WE6.dwg1000 SCALE IN FEET G M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 MATCH LINESEE SHEET 4MATCH LINESEE SHEET 8SEE SHEET 9 FOR LINE AND CURVE DATA 7 22 10900 1"=100' T.J.M.J.S.B. 2/23/2021 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 8:00 AM EXHIBIT "A" NP-OV FORT WORTH LOGISTICS PARK, LLC 2020-70676 O.R.D.C.T. 10' AT&T EASEMENT 2020-83600 O.R.D.C.T. APPROXIMATE LOCATION MITCHELL ENERGY CORPORATION 45' PIPELINE AND ROAD EASEMENT TO PADS 4, 3, 2 & 1 2004-53748, O.R.D.C.T. VOL. 4518, PG. 275, D.R.D.C.T. APPROXIMATE LOCATION MITCHELL ENERGY CORPORATION PAD 9 2004-53748, O.R.D.C.T. FLOODPLAIN EASEMENT 220-401, O.R.D.C.T.A-64A-1031(REMAINDER) THE M.T. COLE FAMILY PARTNERSHIP No. 2, LP 2009-102749 O.R.D.C.T. LOT 1R, BLOCK 1 NORTHPOINT ALLIANCE INDUSTRIAL PARK 2020-401 O.R.D.C.T. 100' PUBLIC ACCESS EASEMENT 220-401, O.R.D.C.T. 60' UTILITY EASEMENT 220-401, O.R.D.C.T.20' PERMANENT WATER FACILITY EASEMENT 220-401, O.R.D.C.T. 20' PERMANENT WATER FACILITY EASEMENT 2020-401, O.R.D.C.T.L. BUTLER SURVEYABSTRACT No. 64B O L D R U L E R R O A D L7 L8 L9 L10 L11 C 3 C4 C5 C 6 TRACT 1 PERMANENT WATER FACILITY EASEMENT 48,133 SQ. FT. 1.105 AC. 10' 15' ONCOR EASEMENT AND R.O.W. 2020-186022. O.R.D.C.T. 15' ONCOR EASEMENT AND R.O.W. 2020-186021. O.R.D.C.T. Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\WATER\COLE WE6.dwg1000 SCALE IN FEET G M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 MATCH LINESEE SHEET 7SEE SHEET 9 FOR LINE AND CURVE DATA 8 22 10900 1"=100' T.J.M.J.S.B. 2/23/2021 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 8:01 AM EXHIBIT "A" CURVE TABLE CURVE # C1 C2 C3 C4 C5 C6 RADIUS 4708.66' 4728.66' 490.00' 510.00' 500.00' 500.00' ARC LENGTH 1389.86' 1396.07' 212.52' 262.62' 257.89' 216.90' DELTA ANGLE 16°54'43" 16°54'57" 24°51'01" 29°30'13" 29°33'07" 24°51'16" CHORD BEARING S31°55'51"W N31°49'58"E N56°10'42"W N62°48'29"W S62°49'41"E S56°13'18"E CHORD LENGTH 1384.82' 1391.00' 210.86' 259.72' 255.04' 215.20' LINE TABLE LINE # L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 BEARING N47°51'10"W S02°51'10"E N88°55'13"W N02°51'10"W N47°51'10"W N41°00'35"W N73°06'46"W N48°28'15"W N46°06'48"E S48°28'15"E S73°06'46"E S41°00'35"E S47°51'10"E DISTANCE 49.96' 36.31' 21.62' 34.25' 34.72' 100.71' 55.06' 16.82' 10.03' 16.05' 55.84' 100.71' 52.41' Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\WATER\COLE WE6.dwgG M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 9 22 10900 NONE T.J.M.J.S.B. 2/23/2021 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 8:01 AM EXHIBIT "A" Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\WATER\COLE WE9.dwgG M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 8:02 AM 10 22 10900 NONE T.J.M.J.S.B. 2/23/2021 PERMANENT WATER FACILITY EASEMENT TRACT 2 STATE OF TEXAS: COUNTY OF DENTON: BEING a tract of land situated in the C. Perry Survey, Abstract No. 1031, Denton County, Texas, being a portion of that tract of land as described in deed to The M.T. Cole Family Partnership No. 2, LP, recorded in 2009-102749, Official Records, Denton County, Texas (ORDCT), and being more particularly described as follows: COMMENCING at a 5/8” rebar capped Dunaway found at the most westerly corner of Lot 1R, Block 1, Northpoint Alliance Industrial Park, an addition to the City of Fort Worth, Denton County, Texas as recorded in 2020-401, ORDCT, said point being a reentrant corner in the northeasterly line of a tract of land as described in deed to NP-OV Fort Worth Logistics Park, LLC, recorded in 2020-70676, ORDCT, from which a 5/8 rebar capped Dunaway found at the most southerly corner of said Lot 1R, Block 1 bears South 50 degrees 52 minutes 33 seconds East, 2432.99 feet; THENCE North 41 degrees 23 minutes 43 seconds East, along the northwesterly line of said Lot 1R, Block 1, a distance of 120.51 feet to the POINT OF BEGINNING of the herein described tract of land; THENCE departing the northwesterly line of said Lot 1R, Block 1, across said M.T. Cole Family Partnership No. 2 tract, as follows: North 70 degrees 58 minutes 15 seconds West, a distance of 27.59 feet; North 19 degrees 01 minute 45 seconds East, a distance of 20.00 feet; South 70 degrees 58 minutes 15 seconds East, a distance of 35.82 feet; South 41 degrees 23 minutes 43 seconds West, a distance of 21.63 feet to the POINT OF BEGINNING and containing 634 square feet or 0.015 acre of land. NOTE: Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of 1983 as derived from GPS observation. EXHIBIT "A" NP-OV FORT WORTH LOGISTICS PARK, LLC 2020-70676 O.R.D.C.T. APPROXIMATE LOCATION MITCHELL ENERGY CORPORATION 45' PIPELINE AND ROAD EASEMENT TO PADS 4, 3, 2 & 1 2004-53748, O.R.D.C.T. VOL. 4518, PG. 275, D.R.D.C.T. APPROXIMATE LOCATION MITCHELL ENERGY CORPORATION PAD 9 2004-53748, O.R.D.C.T. FLOODPLAIN EASEMENT 2020-401, O.R.D.C.T. APPROXIMATE LOCATION MITCHELL ENERGY CORPORATION PAD 4 2004-53748, O.R.D.C.T. VOL. 4518, PG. 275, D.R.D.C.T.A-64A-1031(REMAINDER) THE M.T. COLE FAMILY PARTNERSHIP No. 2, LP 2009-102749 O.R.D.C.T. LOT 1R, BLOCK 1 NORTHPOINT ALLIANCE INDUSTRIAL PARK 2020-401 O.R.D.C.T. 100' PUBLIC ACCESS EASEMENT 2020-401, O.R.D.C.T. 60' UTILITY EASEMENT 2020-401, O.R.D.C.T. 20' PERMANENT WATER FACILITY EASEMENT 2020-401, O.R.D.C.T. 20' PERMANENT WATER FACILITY EASEMENT 2020-401, O.R.D.C.T.L. BUTLER SURVEYABSTRACT No. 64B O L D R U L E R R O A D P.O.C. TRACT 2 P.O.B. (REMAINDER) THE M.T. COLE FAMILY PARTNERSHIP No. 2, LP 2009-102749 O.R.D.C.T.C. PERRY SURVEYABSTRACT No. 1031TRACT 2 20' PERMANENT WATER FACILITY EASEMENT 634 SQ. FT. 0.015 AC. 15' ONCOR EASEMENT AND R.O.W. 2020-186022. O.R.D.C.T. 15' ONCOR EASEMENT AND R.O.W. 2020-186021. O.R.D.C.T.N 41°23'43" E120.51'L4 L3 L2 L1 PUBLIC ACCESS EASEMENT 2020-401 O.R.D.C.T. 5/8"R.C.F. "DUNAWAY" Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\WATER\COLE WE9.dwg1000 SCALE IN FEET G M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 8:02 AM SEE SHEET 12 FOR LINE DATA 11 22 10900 1"=100' T.J.M.J.S.B. 2/23/2021 EXHIBIT "A" LINE TABLE LINE # L1 L2 L3 L4 BEARING N70°58'15"W N19°01'45"E S70°58'15"E S41°23'43"W DISTANCE 27.59' 20.00' 35.82' 21.63' Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\WATER\COLE WE9.dwgG M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 12 22 10900 NONE T.J.M.J.S.B. 2/23/2021 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 8:02 AM EXHIBIT "A" Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\WATER\COLE WE12.dwgG M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 8:07 AM 13 22 10900 NONE T.J.M.J.S.B. 2/23/2021 PERMANENT WATER FACILITY EASEMENT TRACT 3 STATE OF TEXAS: COUNTY OF DENTON: BEING a tract of land situated in the C. Perry Survey, Abstract No. 1031 and the A. King Survey, Abstract No. 710, Denton County, Texas, being a portion of that tract of land as described in deed to The M.T. Cole Family Partnership No. 2, LP, recorded in 2009-102749, Official Records, Denton County, Texas (ORDCT), and being more particularly described as follows: COMMENCING at a 5/8” rebar capped Dunaway found at the most westerly corner of Lot 1R, Block 1, Northpoint Alliance Industrial Park, an addition to the City of Fort Worth, Denton County, Texas as recorded in 2020-401, ORDCT, said point being a reentrant corner in the northeasterly line of a tract of land as described in deed to NP-OV Fort Worth Logistics Park, LLC, recorded in 2020-70676, ORDCT; THENCE North 41 degrees 23 minutes 43 seconds East, along the northwesterly line of said Lot 1R, Block 1 and a reentrant line of said NP-OV Fort Worth Logistics Park tract, a distance of 7.87 feet to the POINT OF BEGINNING of the herein described tract of land; THENCE departing the northwesterly line of said Lot 1R, Block 1, along the northeasterly line of said NP-OV Fort Worth Logistics Park tract and a tract of land as described in deed to NP-OV Fort Worth Project CY, LLC, recorded in 2020-70675, ORDCT, as follows: Northwesterly, along a non-tangent curve to the left, having a radius of 470.00 feet, a central angle of 17 degrees 51 minutes 59 seconds, an arc distance of 146.56 feet, and a chord that bears North 72 degrees 38 minutes 10 seconds West, 145.97 feet to the beginning of a reverse curve to the right, having a radius of 530.00 feet; Northwesterly, along said curve, having a central angle of 45 degrees 36 minutes 19 seconds, an arc distance of 421.86 feet, and a chord that bears North 58 degrees 46 minutes 00 seconds West, 410.81 feet to the beginning of a reverse curve to the left, having a radius of 20.00 feet; Northwesterly, along said curve, having a central angle of 40 degrees 56 minutes 24 seconds, an arc distance of 14.29 feet, and a chord that bears North 56 degrees 26 minutes 04 seconds West, 13.99 feet to the beginning of a curve to the right, having a radius of 736.00 feet; EXHIBIT "A" Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\WATER\COLE WE12.dwgG M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 8:07 AM 14 22 10900 NONE T.J.M.J.S.B. 2/23/2021 THENCE, departing said NP-OV Fort Worth Project CY tract, across said M.T. Cole Family Partnership No. 2 tract, as follows Northwesterly, along said curve, having a central angle of 11 degrees 37 minutes 11 seconds, an arc distance of 149.26 feet, and a chord that bears North 28 degrees 18 minutes 36 seconds West, 149.01 feet to the end of said curve; North 22 degrees 30 minutes 00 seconds West, a distance of 16.42 feet; North 11 degrees 15 minutes 00 seconds West, a distance of 106.43 feet; NORTH, a distance of 1,643.16 feet; North 22 degrees 16 minutes 37 seconds East, a distance of 30.99 feet; North 67 degrees 16 minutes 37 seconds East, a distance of 419.99 feet; North 30 degrees 16 minutes 37 seconds East, a distance of 456.95 feet; North 15 degrees 16 minutes 37 seconds East, a distance of 199.23 feet; North 24 degrees 43 minutes 23 seconds West, a distance of 258.27 feet; North 67 degrees 43 minutes 23 seconds West, a distance of 831.69 feet; North 22 degrees 43 minutes 23 seconds West, a distance of 36.62 feet; North 22 degrees 16 minutes 37 seconds East, a distance of 494.45 feet; North 22 degrees 43 minutes 23 seconds West, a distance of 20.60 feet; North 67 degrees 43 minutes 23 seconds West, a distance of 793.90 feet; North 56 degrees 28 minutes 23 seconds West, a distance of 128.17 feet to the easterly line of the B.N. & S.F. Railroad (variable width R.O.W. per 1993-21055, ORDCT and the westerly line of said M.T. Cole Family Partnership No. 2 tract, from which a 1/2” rebar found at an angle point in the easterly line of said B.N. & S.F. Railroad R.OW. bears South 35 degrees 13 minutes 09 seconds West, 785.38 feet; EXHIBIT "A" Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\WATER\COLE WE12.dwgG M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 8:07 AM 15 22 10900 NONE T.J.M.J.S.B. 2/23/2021 THENCE Northeasterly, along the easterly line of said B.N. & S.F. Railroad R.O.W. and the westerly line of said M.T. Cole Family Partnership No. 2 tract, along a non-tangent curve to the right, having a radius of 2714.93 feet, a central angle of 00 degrees 25 minutes 29 seconds, an arc distance of 20.13 feet, and a chord that bears North 40 degrees 02 minutes 33 seconds East, 20.13 feet; THENCE departing the easterly line of said B.N. & S.F. Railroad R.O.W., across said M.T. Cole Family Partnership No. 2 tract, as follows: South 56 degrees 28 minutes 23 seconds East, non-tangent to said curve, a distance of 123.91 feet; South 67 degrees 43 minutes 23 seconds East, a distance of 800.21 feet; South 22 degrees 43 minutes 23 seconds East, a distance of 37.17 feet; South 22 degrees 16 minutes 37 seconds West, a distance of 494.45 feet; South 22 degrees 43 minutes 23 seconds East, a distance of 20.06 feet; South 67 degrees 43 minutes 23 seconds East, a distance of 831.28 feet; South 24 degrees 43 minutes 23 seconds East, a distance of 273.43 feet; South 15 degrees 16 minutes 37 seconds West, a distance of 209.15 feet; South 30 degrees 16 minutes 37 seconds West, a distance of 466.27 feet; South 67 degrees 16 minutes 37 seconds West, a distance of 418.40 feet; South 22 degrees 16 minutes 37 seconds West, a distance of 18.77 feet; SOUTH, a distance of 1,637.26 feet; South 11 degrees 15 minutes 00 seconds East, a distance of 102.49 feet; EXHIBIT "A" Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\WATER\COLE WE12.dwgG M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 8:07 AM 16 22 10900 NONE T.J.M.J.S.B. 2/23/2021 South 22 degrees 30 minutes 00 seconds East, a distance of 14.45 feet to the beginning of a tangent curve to the left, having a radius of 716.00 feet; Southeasterly, along said curve, having a central angle of 21 degrees 35 minutes 15 seconds, an arc distance of 269.77 feet, and a chord that bears South 33 degrees 17 minutes 37 seconds East, 268.18 feet to the end of said curve; South 44 degrees 05 minutes 15 seconds East, tangent to said curve, a distance of 19.88 feet; South 55 degrees 20 minutes 15 seconds East, a distance of 91.45 feet; South 66 degrees 35 minutes 15 seconds East, a distance of 45.77 feet to a the beginning of a tangent curve to the left, having a radius of 716.00 feet; Southeasterly, along said curve, having a central angle of 10 degrees 32 minutes 45 seconds, an arc distance of 131.79 feet, and a chord that bears South 71 degrees 51 minutes 37 seconds East, 131.60 feet to the end of said curve; South 77 degrees 08 minutes 00 seconds East, tangent to said curve a distance of 29.92 feet to the beginning of a tangent curve to the right, having a radius of 736.00 feet; Southeasterly, along said curve, having a central angle of 06 degrees 09 minutes 16 seconds, an arc distance of 79.06 feet, and a chord that bears South 74 degrees 03 minutes 21 seconds East, 79.02 feet to the end of said curve; South 70 degrees 58 minutes 43 seconds East, tangent to said curve, a distance of 29.13 feet; South 59 degrees 43 minutes 43 seconds East, a distance of 24.65 feet to the northwesterly line of said Lot 1R, Block 1; THENCE South 41 degrees 23 minutes 43 seconds West, along the northwesterly line of said Lot 1R, Block 1, a distance of 4.34 feet to the POINT OF BEGINNING and containing 117,119 square feet or 2.689 acres of land. NOTE: Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of 1983 as derived from GPS observation. EXHIBIT "A" NP-OV FORT WORTH LOGISTICS PARK, LLC 2020-70676 O.R.D.C.T. APPROXIMATE LOCATION MITCHELL ENERGY CORPORATION 45' PIPELINE AND ROAD EASEMENT TO PADS 4, 3, 2 & 1 2004-53748, O.R.D.C.T. VOL. 4518, PG. 275, D.R.D.C.T. APPROXIMATE LOCATION MITCHELL ENERGY CORPORATION PAD 9 2004-53748, O.R.D.C.T. FLOODPLAIN EASEMENT 2020-401, O.R.D.C.T. APPROXIMATE LOCATION MITCHELL ENERGY CORPORATION PAD 4 2004-53748, O.R.D.C.T. VOL. 4518, PG. 275, D.R.D.C.T.A-64A-1031(REMAINDER) THE M.T. COLE FAMILY PARTNERSHIP No. 2, LP 2009-102749 O.R.D.C.T. LOT 1R, BLOCK 1 NORTHPOINT ALLIANCE INDUSTRIAL PARK 2020-401 O.R.D.C.T. 100' PUBLIC ACCESS EASEMENT 2020-401, O.R.D.C.T. 60' UTILITY EASEMENT 2020-401, O.R.D.C.T. 20' PERMANENT WATER FACILITY EASEMENT 2020-401, O.R.D.C.T. 20' PERMANENT WATER FACILITY EASEMENT 2020-401, O.R.D.C.T.L. BUTLER SURVEYABSTRACT No. 64B O L D R U L E R R O A D P.O.C. TRACT 3 P.O.B. (REMAINDER) THE M.T. COLE FAMILY PARTNERSHIP No. 2, LP 2009-102749 O.R.D.C.T.C. PERRY SURVEYABSTRACT No. 103115' ONCOR EASEMENT AND R.O.W. 2020-186022. O.R.D.C.T. 15' ONCOR EASEMENT AND R.O.W. 2020-186021. O.R.D.C.T. L1 5/8"R.C.F. "DUNAWAY" PUBLIC ACCESS EASEMENT 2020-401, O.R.D.C.T. Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\WATER\COLE WE12 COMM DETAIL.dwg1000 SCALE IN FEET G M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 4:27 PM 17 22 10900 1"=100' T.J.M.J.S.B. 2/23/2021MATCH LINESEE SHEET 18EXHIBIT "A" SEE SHEET 22 FOR LINE AND CURVE DATA NP-OV FORT WORTH LOGISTICS PARK, LLC 2020-70676 O.R.D.C.T.A-64A-1031LOT 1R, BLOCK 1 NORTHPOINT ALLIANCE INDUSTRIAL PARK 2020-401 O.R.D.C.T. B O L D R U L E R R O A D P.O.C. (REMAINDER) THE M.T. COLE FAMILY PARTNERSHIP No. 2, LP 2009-102749 O.R.D.C.T.C. PERRY SURVEYABSTRACT No. 1031NP-OV FORT WORTH PROJECT CY, LLC 2020-70675 O.R.D.C.T.L. BUTLER SURVEYABSTRACT No. 64L1NORTH 1643.16'SOUTH 1637.26'L2 L3L14L15 L16 L1 7 L18 L19 L20 L21 L22C1 C2 C3C4 C6C7 C8 5/8"R.C.F. "DUNAWAY"P.O.B. TRACT 3 TRACT 3 VARIABLE WIDTH PERMANENT WATER FACILITY EASEMENT 117, 119 SQ. FT. 2.689 AC. PUBLIC ACCESS EASEMENT 2020-401, O.R.D.C.T. Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\WATER\COLE WE12.dwg2000 SCALE IN FEET G M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 8:26 AM MATCH LINE SEE SHEET 19 18 22 10900 1"=200' T.J.M.J.S.B. 2/23/2021 MATCH LINESEE SHEET 17EXHIBIT "A" SEE SHEET 22 FOR LINE AND CURVE DATA A. KING SURVEYABSTRACT No. 710A-64 A-710 A-1031 L. BUTLER SURVEYABSTRACT No. 64(REMAINDER) THE M.T. COLE FAMILY PARTNERSHIP No. 2, LP 2009-102749 O.R.D.C.T.C. PERRY SURVEYABSTRACT No. 1031A-64A-1031APPROXIMATE LOCATION MITCHELL ENERGY CORPORATION 45' PIPELINE AND ROAD EASEMENT TO PADS 4, 3, 2 & 1 2004-53748, O.R.D.C.T. VOL. 4518, PG. 275, D.R.D.C.T.NORTH 1643.16'SOUTH 1637.26'N 67°1 6' 3 7 " E 4 1 9. 9 9' S 67°1 6' 3 7 " W 4 1 8. 4 0'N 30°16'37" E 456.95'S 30°16'37" W 466.27'L4L13 TRACT 3 VARIABLE WIDTH PERMANENT WATER FACILITY EASEMENT 117, 119 SQ. FT. 2.689 AC. Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\WATER\COLE WE12.dwg2000 SCALE IN FEET G M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 19 22 10900 1"=200' T.J.M.J.S.B. 2/23/2021 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 8:26 AM MATCH LINE SEE SHEET 20 MATCH LINE SEE SHEET 18 EXHIBIT "A" SEE SHEET 22 FOR LINE AND CURVE DATA (REMAINDER) THE M.T. COLE FAMILY PARTNERSHIP No. 2, LP 2009-102749 O.R.D.C.T. APPROXIMATE LOCATION MITCHELL ENERGY CORPORATION 45' PIPELINE AND ROAD EASEMENT TO PADS 4, 3, 2 & 1 2004-53748, O.R.D.C.T. VOL. 4518, PG. 275, D.R.D.C.T. APPROXIMATE LOCATION MITCHELL ENERGY CORPORATION PAD 2 2004-53748, O.R.D.C.T. VOL. 4518, PG. 275, D.R.D.C.T. N 6 7 ° 4 3 ' 2 3 " W 8 3 1 . 6 9 ' S 67 ° 4 3 ' 2 3 " E 8 3 1 . 2 8 'N 22°16'37" E 494.45'S 22°16'37" W 494.45'N 6 7 ° 4 3 ' 2 3 " W 7 9 3 . 9 0 ' S 6 7 ° 4 3 ' 2 3 " E 8 0 0 . 2 1 'L5N 24°43 '23 " W258.27 '273.43 'S 24°43 '23" EL6L7 L10L11 L12TRACT 3 VARIABLE WIDTH PERMANENT WATER FACILITY EASEMENT 117, 119 SQ. FT. 2.689 AC. A. KING S U R V E Y ABSTRA C T N o . 7 1 0 LOT 1X, BLOCK 43 TRAILS OF ELIZABETH CREEK 2020-226 O.R.D.C.T. ENLINK GAS PINFLAGS ELIZABE TH CREEKSheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\WATER\COLE WE12.dwg2000 SCALE IN FEET G M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 20 22 10900 1"=200' T.J.M.J.S.B. 2/23/2021 MATCH LINE SEE SHEET 19 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 8:26 AMMATCH LINESEE SHEET 21EXHIBIT "A" SEE SHEET 22 FOR LINE AND CURVE DATA (REMAINDER) THE M.T. COLE FAMILY PARTNERSHIP No. 2, LP 2009-102749 O.R.D.C.T.J. BURNS SURVEYABSTRACT No. 76C. PERRY SURVEYABSTRACT No. 1031A-1031A-710A-1031A-76A-1031 LOT 1X, BLOCK 43 TRAILS OF ELIZABETH CREEK 2020-226 O.R.D.C.T. APPROXIMATE LOCATION MITCHELL ENERGY CORPORATION PAD 2 2004-53748, O.R.D.C.T. VOL. 4518, PG. 275, D.R.D.C.T. APPROXIMATE LOCATION ONCOR ELECTRIC DELIVERY COMPANY, LLC 70' EASEMENT AND RIGHT OF WAY 2015-138941, O.R.D.C.T. APPROXIMATE LOCATION SOUTHWESTERN GAS PIPELINE, INC. 30' PIPELINE EASEMENT VOL. 4950, PG. 1329, D.R.D.C.T. APPROXIMATE LOCATION EXHIBIT "B" DRAINAGE EASEMENT 93-R0021055 O.R.D.C.T. APPROXIMATE LOCATION MITCHELL ENERGY CORPORATION 45' PIPELINE AND ROAD EASEMENT TO PADS 4, 3, 2 & 1 2004-53748, O.R.D.C.T. VOL. 4518, PG. 275, D.R.D.C.T. N 6 7 ° 4 3 ' 2 3 " W 7 9 3 . 9 0 ' L8 L9 C5 1/2"R.F.S 35°13'09" W 785.38'B.N. & S.F. RAILR OA D TRACT 3 VARIABLE WIDTH PERMANENT WATER FACILITY EASEMENT 117, 119 SQ. FT. 2.689 AC. Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\WATER\COLE WE12.dwg2000 SCALE IN FEET G M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 21 22 10900 1"=200' T.J.M.J.S.B. 2/23/2021 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 8:26 AMMATCH LINESEE SHEET 20EXHIBIT "A" SEE SHEET 22 FOR LINE AND CURVE DATA CURVE TABLE CURVE # C1 C2 C3 C4 C5 C6 C7 C8 RADIUS 470.00' 530.00' 20.00' 736.00' 2714.93' 716.00' 716.00' 736.00' ARC LENGTH 146.56' 421.86' 14.29' 149.26' 20.13' 269.77' 131.79' 79.06' DELTA ANGLE 17°51'59" 45°36'19" 40°56'24" 11°37'11" 0°25'29" 21°35'15" 10°32'45" 6°09'16" CHORD BEARING N72°38'10"W N58°46'00"W N56°26'04"W N28°18'36"W N40°02'33"E S33°17'37"E S71°51'37"E S74°03'21"E CHORD LENGTH 145.97' 410.81' 13.99' 149.01' 20.13' 268.18' 131.60' 79.02' LINE TABLE LINE # L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 BEARING N41°23'43"E N22°30'00"W N11°15'00"W N22°16'37"E N15°16'37"E N22°43'23"W N22°43'23"W N56°28'23"W S56°28'23"E S22°43'23"E S22°43'23"E S15°16'37"W S22°16'37"W DISTANCE 7.87' 16.42' 106.43' 30.99' 199.23' 36.62' 20.60' 128.17' 123.91' 37.17' 20.06' 209.15' 18.77' LINE TABLE LINE # L14 L15 L16 L17 L18 L19 L20 L21 L22 BEARING S11°15'00"E S22°30'00"E S44°05'15"E S55°20'15"E S66°35'15"E S77°08'00"E S70°58'43"E S59°43'43"E S41°23'43"W DISTANCE 102.49' 14.45' 19.88' 91.45' 45.77' 29.92' 29.13' 24.65' 4.34' Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\WATER\COLE WE12.dwgG M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 22 22 10900 NONE T.J.M.J.S.B. 2/23/2021 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 8:26 AM EXHIBIT "A" Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\SEWER\ELIZ CRK SE.dwgG M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 1 7 10900 NONE T.J.M.J.S.B. 2/23/2021 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 4:05 PM PERMANENT SANITARY SEWER FACILITY EASEMENT TRACT 1 STATE OF TEXAS: COUNTY OF DENTON: BEING a tract of land situated in the A. King Survey, Abstract No. 710, City of Fort Worth, Denton County, Texas, being a portion of Lot 1X, Block 43 of the final plat of Trails of Elizabeth Creek, an addition to the City of Fort Worth, Denton County, Texas as recorded in 2020-226, Official Records, Denton County, Texas (ORDCT) , being a portion of that tract of land as described in deed to Forestar (USA) Real Estate Group Inc., recorded in 2018-27156, ORDCT, and being more particularly described as follows: COMMENCING at a 5/8” rebar capped LJA found in the southwesterly line of Chaplin Drive (60' R.O.W.) at the northeast corner of Lot 22X, Block 43 of said final plat of Trails of Elizabeth Creek, from which a 1/2” rebar capped Spiars found at the most easterly northeast corner of said Forestar tract and the southeast corner of Lot 1, Block A, Avilla Reserve, an addition to the City of Fort Worth, Denton County, Texas as recorded in 2019-332, ORDCT bears North 00 degrees 11 minutes 01 seconds West, 3600.99 feet; THENCE North 84 degrees 43 minutes 37 seconds West, departing the southwesterly line of said Chaplin Drive, a distance of 1138.46 feet to a point in said Lot 1X, Block 43 of said Trails of Elizabeth Creek, said point lying in the southwesterly line of a variable width City of Fort Worth Sewer Facility Easement, recorded in D2181355015, ORDCT, being the POINT OF BEGINNING of the herein described tract of land; THENCE along the southwesterly line of said Sewer Facility Easement, across said Lot 1X, Block 43, as follows: South 11 degrees 01 minutes 05 seconds East, a distance of 31.01 feet; South 63 degrees 47 minutes 39 seconds East, a distance of 12.77 feet; THENCE South 61 degrees 43 minutes 08 seconds West, departing the southwesterly line of said Sewer Facility Easement, across said Lot 1X, Block 43, a distance of 377.23 feet to a point in the line common to the southwesterly line of said Lot 1X, Block 43, the northeasterly line of Lot 1R, Block 1, Northpoint Alliance Industrial Park, an addition to the City of Fort Worth, Denton County, Texas as recorded in 2020-401, ORDCT, and the approximate centerline of Elizabeth Creek, from which an angle point in said common line bears South 14 degrees 16 minutes 19 seconds East, 59.04 feet; EXHIBIT "A" Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\SEWER\ELIZ CRK SE.dwgG M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 2 7 10900 NONE T.J.M.J.S.B. 2/23/2021 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 4:05 PM THENCE North 14 degrees 16 minutes 19 seconds West, along said common line a distance of 41.23 feet; THENCE North 61 degrees 43 minutes 08 seconds East, departing said common line, across said Lot 1X, Block 43, a distance of 369.04 feet to the POINT OF BEGINNING and containing 14,768 square feet or 0.339 acre of land. NOTE: Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of 1983 as derived from GPS observation. EXHIBIT "A" Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\SEWER\ELIZ CRK SE.dwgG M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 3 7 10900 NONE T.J.M.J.S.B. 2/23/2021 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 4:06 PM PERMANENT SANITARY SEWER FACILITY EASEMENT TRACT 2 STATE OF TEXAS: COUNTY OF DENTON: BEING a tract of land situated in the A. King Survey, Abstract No. 710, City of Fort Worth, Denton County, Texas, being a portion of Lot 1X, Block 43 of the final plat of Trails of Elizabeth Creek, an addition to the City of Fort Worth, Denton County, Texas as recorded in 2020-226, Official Records, Denton County, Texas (ORDCT) , being a portion of that tract of land as described in deed to Forestar (USA) Real Estate Group Inc., recorded in 2018-27156, ORDCT, and being more particularly described as follows: COMMENCING at a 5/8” rebar capped LJA found in the southwesterly line of Chaplin Drive (60' R.O.W.) at the northeast corner of Lot 22X, Block 43 of said final plat of Trails of Elizabeth Creek, from which a 1/2” rebar capped Spiars found at the most easterly northeast corner of said Forestar tract and the southeast corner of Lot 1, Block A, Avilla Reserve, an addition to the City of Fort Worth, Denton County, Texas as recorded in 2019-332, ORDCT bears North 00 degrees 11 minutes 01 seconds West, 3600.99 feet; THENCE North 63 degrees 22 minutes 02 seconds West, departing the southwesterly line of said Chaplin Drive, a distance of 5028.87 feet to a point in said Lot 1X, Block 43 of said Trails of Elizabeth Creek, said point lying in the southerly line of a variable width City of Fort Worth Sewer Facility Easement, recorded in D2181355015, ORDCT, being the POINT OF BEGINNING of the herein described tract of land; THENCE South 12 degrees 53 minutes 09 seconds West, departing the southerly line of said Sewer Facility Easement, across said Lot 1X, Block 43, a distance of 61.78 feet to a point in the line common to the southwesterly line of said Lot 1X, Block 43, the northeasterly line of a remainder portion of a tract of land as described in deed to The M.T. Cole Family Partnership No. 2, LP, recorded in 2009-102749, ORDCT, and the approximate centerline of Elizabeth Creek, from which an angle point in said common line bears South 83 degrees 28 minutes 06 seconds East, 94.84 feet; THENCE North 83 degrees 28 minutes 06 seconds West, along said common line a distance of 30.19 feet; THENCE North 12 degrees 53 minutes 09 seconds East, departing said common line, across said Lot 1X, Block 43, a distance of 64.25 feet the southerly line of said Sewer Facility Easement; EXHIBIT "A" Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\SEWER\ELIZ CRK SE.dwgG M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 4 7 10900 NONE T.J.M.J.S.B. 2/23/2021 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 4:06 PM THENCE along the southerly line of said Sewer Facility Easement, across said Lot 1X, Block 43, as follows: South 89 degrees 21 minutes 37 seconds East, a distance of 4.14 feet; South 77 degrees 05 minutes 22 seconds East, a distance of 25.97 feet to the POINT OF BEGINNING and containing 1,902 square feet or 0.044 acre of land. NOTE: Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of 1983 as derived from GPS observation. EXHIBIT "A" B.N. & S.F. RAIL R OA D BLUE M O U N D R O A D C H A P L I N D R I V EFORESTAR (USA) REALESTATE GROUP INC.2018-27156O.R.D.C.T.LOT 1, BLOCK AAVILLIA RESERVE2019-332O.R.D.C.T.TRAILS OF ELIZABETH CREEK 2020-226 O.R.D.C.T. LOT 1X, BLOCK 43 LOT 22X BLOCK 43 LOT 1R, BLOCK 1 NORTHPOINT ALLIANCE INDUSTRIAL PARK 2020-401 O.R.D.C.T.ELI ZABE TH CREEKN 00°11'01" W 3600.99'N 6 3 ° 2 2 ' 0 2 " W 5 0 2 8 . 8 7 ' N 84°43'37" W 1138.46' LOT 1X BLOCK 43 P.O.C. TRACTS 1 & 2 P.O.B. TRACT 1 P.O.B. TRACT 2 (REMAINDER) THE M.T. COLE FAMILY PARTNERSHIP No. 2, LP 2009-102749 O.R.D.C.T. Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\SEWER\ELIZ CRK SE COMM.dwg1,0000 SCALE IN FEET G M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 5 7 10900 1"=1000' T.J.M.J.S.B. 2/23/2021 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 3:59 PM1/2" R.C.F.SPIARS 5/8" R.C.F. LJA SEE SHEET 7 SEE SHEET 6 EXHIBIT "A" FLOODPLAIN EASEMENT 2020-401, O.R.D.C.T. LOT 1R, BLOCK 1 NORTHPOINT ALLIANCE INDUSTRIAL PARK 2020-401 O.R.D.C.T. LOT 1X, BLOCK 43 TRAILS OF ELIZABETH CREEK 2020-226, O.R.D.C.T. CITY OF FORT WORTH 40' SEWER FACILITY EASEMENT 2018-133506, O.R.D.C.T. DRAINAGE FACILITY EASEMENT 2020-226, O.R.D.C.T. FLOODPLAIN EASEMENT 2020-226, O.R.D.C.T. FORESTAR (USA) REAL ESTATE GROUP INC. 2018-27156 O.R.D.C.T. LO T 2 2 X , B LOC K 4 3 T R A I L S O F E L I Z A B E T H C R E E K 2 0 2 0 - 2 2 6 , O . R . D .C . T . N 61° 4 3' 0 8" E 3 6 9. 0 4' S 61° 4 3' 0 8" W 3 7 7. 2 3' APPROXIMATE LOCATION VARIABLE WIDTH CITY OF FORT WORTH SEWER FACILITY EASEMENT D218135015, O.P.R.T.C.T. P.O.B. TRACT 1 TRACT 1 40' PERMANENT SANITARY SEWER FACILITY EASEMENT 14,678 SQ. FT. 0.339 AC.L1L2 L3A. KING S U R V E Y ABSTRA C T N O . 7 1 0 ELIZAB E T H CREEK S 14°16'19" E 59.04' LINE TABLE LINE # L1 L2 L3 BEARING S11°01'05"E S63°47'39"E N14°16'19"W DISTANCE 31.01' 12.77' 41.23' Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\SEWER\ELIZ CRK SE.dwg1000 SCALE IN FEET G M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 6 7 10900 1"=100' T.J.M.J.S.B. 2/23/2021 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 4:07 PM EXHIBIT "A" SEE SHEET 5 LOT 1X, BLOCK 43 TRAILS OF ELIZABETH CREEK 2020-226, O.R.D.C.T. FORESTAR (USA) REAL ESTATE GROUP INC. 2018-27156 O.R.D.C.T. (REMAINDER) THE M.T. COLE FAMILY PARTNERSHIP No. 2, LP 2009-102749 O.R.D.C.T. APPROXIMATE LOCATION VARIABLE WIDTH CITY OF FORT WORTH SEWER FACILITY EASEMENT D218135015, O.P.R.T.C.T. APPROXIMATE LOCATION 70' ONCOR ELECTRIC DELIVERY COMPANY EASEMENT 2017-59688, O.R.D.C.T. APPROXIMATE LOCATION CITY OF FORT WORTH DRAINAGE FACILITY EASEMENT 2020-73917, O.R.D.C.T. APPROXIMATE LOCATION BRAZOS ELECTRIC EASEMENT VOL. 1160, PG. 140, VOL. 2442, PG. 239 VOL. 2460, PG. 436, D.R.D.C.T. P.O.B. TRACT 2 TRACT 2 30' PERMANENT SANITARY SEWER FACILITY EASEMENT 1,902 SQ. FT. 0.044 AC. ELIZABETH CREEK L4L5L6L7 L8 A. KING S U R V E Y ABSTRA C T N O . 7 1 0FLOODPLAIN EASEMENT2020-226, O.R.D.C.T.S 83°28'06" E 94.84' LINE TABLE LINE # L4 L5 L6 L7 L8 BEARING S12°53'09"W N83°28'06"W N12°53'09"E S89°21'37"E S77°05'22"E DISTANCE 61.78' 30.19' 64.25' 4.14' 25.95' Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\SEWER\ELIZ CRK SE.dwg1000 SCALE IN FEET G M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 7 7 10900 1"=100' T.J.M.J.S.B. 2/23/2021 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 4:07 PM EXHIBIT "A" SEE SHEET 5 Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\SEWER\LOT1R SE4.dwgG M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 4:47 PM 1 21 10900 NONE T.J.M.J.S.B. 2/23/2021 EXHIBIT "A" PERMANENT SANITARY SEWER FACILITY EASEMENT TRACT 1 STATE OF TEXAS: COUNTY OF DENTON: BEING a tract of land situated the L. Butler Survey, Abstract No. 64, City of Fort Worth, Denton County, Texas, being a portion of Lot 1R, Block 1, Northpoint Alliance Industrial Park, an addition to the City of Fort Worth, Denton County, Texas as recorded in 2020-401, Official Records, Denton County, Texas (ORDCT), being a portion of those tracts of land as described in deeds to NP-OV Fort Worth Project 2, LLC, recorded in 2020-70674, 2020-70677 & 2020-70678, ORDCT, and being more particularly described as follows: COMMENCING at a 5/8” rebar capped Dunaway found in the northwesterly line of Blue Mound Road - F.M. 156 (variable width R.O.W. per 2007-110923, ORDCT) at the most southerly corner of Lot 1R, Block 1, Northpoint Alliance Industrial Park; THENCE departing the northwesterly line of said Blue Mound Road, along the southwesterly line of said Lot 1R, Block 1, as follows: North 47 degrees 51 minutes 10 seconds West, a distance of 102.37 feet to a 5/8” rebar capped Dunaway found; North 41 degrees 00 minutes 36 seconds West, a distance of 100.72 feet to a 5/8” rebar capped Dunaway found; North 47 degrees 51 minutes 10 seconds West, a distance of 1011.15 feet to the POINT OF BEGINNING of the herein described tract of land; THENCE North 47 degrees 51 minutes 10 seconds West, along the southwesterly line of said Lot 1R, Block 1, a distance of 42.09 feet; THENCE across said Lot 1R, Block 1, as follows: North 24 degrees 01 minute 03 seconds East, a distance of 105.22 feet; North 47 degrees 51 minutes 10 seconds West, a distance of 293.07 feet; North 61 degrees 39 minutes 46 seconds West, a distance of 216.71 feet; Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\SEWER\LOT1R SE4.dwgG M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 4:47 PM 2 21 10900 NONE T.J.M.J.S.B. 2/23/2021 EXHIBIT "A" North 56 degrees 57 minutes 29 seconds West, a distance of 353.17 feet; South 19 degrees 08 minutes 42 seconds West, a distance of 124.57 feet to the southwesterly line of said Lot 1R, Block 1; THENCE North 48 degrees 28 minutes 15 seconds West, along the southwesterly line of said Lot 1R, Block 1, a distance of 43.26 feet; THENCE across said Lot 1R, Block 1, as follows: North 19 degrees 08 minutes 42 seconds East, a distance of 128.48 feet; North 09 degrees 51 minutes 05 seconds West, a distance of 266.11 feet; North 59 degrees 47 minutes 05 seconds West, a distance of 39.22 feet to the northwesterly line of said Lot 1R, Block 1, from which a 5/8” rebar capped Dunaway found at the most westerly corner of said Lot 1R, Block 1 bears South 41 degrees 23 minutes 43 seconds West, 291.57 feet; THENCE North 41 degrees 23 minutes 43 seconds East, along the northwesterly line of said Lot 1R, Block 1a distance of 40.77 feet; THENCE across said Lot 1R, Block 1, as follows: South 59 degrees 47 minutes 05 seconds East, a distance of 27.00 feet; North 51 degrees 40 minutes 48 seconds East, a distance of 257.92 feet; North 11 degrees 08 minutes 11 seconds East, a distance of 143.94 feet to the northwesterly line of said Lot 1R, Block 1; THENCE North 41 degrees 23 minutes 43 seconds East, along the northwesterly line of said Lot 1R, Block 1, a distance of 79.38 feet; THENCE across said Lot 1R, Block 1, as follows: South 11 degrees 08 minutes 11 seconds West, a distance of 227.28 feet; South 51 degrees 40 minutes 48 seconds West, a distance of 274.41 feet; Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\SEWER\LOT1R SE4.dwgG M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 4:47 PM 3 21 10900 NONE T.J.M.J.S.B. 2/23/2021 EXHIBIT "A" South 09 degrees 51 minutes 05 seconds East, a distance of 259.97 feet; South 56 degrees 57 minutes 29 seconds East, a distance of 368.36 feet; South 61 degrees 39 minutes 46 seconds East, a distance of 219.91 feet; South 47 degrees 51 minutes 10 seconds East, a distance of 326.91 feet; South 24 degrees 01 minute 03 seconds West, a distance of 147.31 feet to the POINT OF BEGINNING and containing 77,077 square feet or 1.769 acres of land. NOTE: Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of 1983 as derived from GPS observation. CITY OF FORT WORTH 25' PERMANENT WATER FACILITY EASEMENT 2018-9514, O.R.D.C.T. APPROXIMATE LOCATION 30' SWG PIPELINE, LLC EASEMENT 2019-110375, O.R.D.C.T. APPROXIMATE LOCATION 30' SWG PIPELINE, LLC EASEMENT 2019-110376, O.R.D.C.T. APPROXIMATE LOCATION MITCHELL ENERGY CORPORATION 20' PIPELINE R.O.W. AND EASEMENT VOL. 2742, PG. 762, D.R.D.C.T. (LOCATION PER 2005-1946 EXHIBIT"A") APPROXIMATE LOCATION MITCHELL ENERGY CORPORATION MAIN E-W ROAD FROM ENTRANCE WESTERLY 20' ROAD EASEMENT VOL. 4518, PG. 275, D.R.D.C.T. ROAD EASEMENT "B" NO WIDTH STATED. 20' SHOWN 2004-53748, O.R.D.C.T.BLUE MOUND ROAD(F.M. 156 - VARIABLE WIDTH R.O.W.)2007-110923, O.R.D.C.T.20' PERMANENT WATER FACILITY EASEMENT 2020-230, O.R.D.C.T. B O L D R U L E R R O A D 100' PUBLIC ACCESS EASEMENT 2020-401, O.R.D.C.T. (REMAINDER) THE M.T. COLE FAMILY PARTNERSHIP No. 2, LP 2009-102749 O.R.D.C.T. 10' AT&T EASEMENT 2020-83598 O.R.D.C.T. 20' PERMANENT WATER FACILITY EASEMENT 2020-401, O.R.D.C.T. 60' UTILITY EASEMENT 2020-401, O.R.D.C.T. 30' PERMANENT SEWER FACILITY EASEMENT 2020-230, O.R.D.C.T. LOT 1R, BLOCK 1 NORTHPOINT ALLIANCE INDUSTRIAL PARK 2020-401 O.R.D.C.T.L. BUTLER SURVEYABSTRACT No. 64A-1553 A. ROBERTSON SURVEYABSTRACT No. 1553A-64 P.O.C. N 4 7 ° 5 1 ' 1 0 " W 1 0 1 1 . 1 5 ' L 1 L 2 5/8" RCF 5/8" RCF 5/8" RCF Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\SEWER\LOT1R SE4.dwg1000 SCALE IN FEET G M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 4:47 PMMATCH LINESEE SHEET 54 21 10900 1"=100' T.J.M.J.S.B. 2/23/2021 EXHIBIT "A" SEE SHEET 8 FOR LINE DATA 20' PERMANENT WATER FACILITY EASEMENT 2020-401, O.R.D.C.T. 20' PERMANENT WATER FACILITY EASEMENT 2020-230, O.R.D.C.T. 10' AT&T EASEMENT 2020-83598 O.R.D.C.T. 10' AT&T EASEMENT 2020-83600 O.R.D.C.T. 20' PERMANENT WATER FACILITY EASEMENT 2020-401, O.R.D.C.T. 100' PUBLIC ACCESS EASEMENT 2020-401, O.R.D.C.T. 60' UTILITY EASEMENT 2020-401, O.R.D.C.T.L. BUTLER SURVEYABSTRACT No. 64LOT 1R, BLOCK 1 NORTHPOINT ALLIANCE INDUSTRIAL PARK 2020-401 O.R.D.C.T. (REMAINDER) THE M.T. COLE FAMILY PARTNERSHIP No. 2, LP 2009-102749 O.R.D.C.T. B O L D R U L E R R O A D P.O.B. TRACT 1 40' PERMANENT SANITARY SEWER FACILITY EASEMENT 77,077 SQ. FT. 1.769 AC. N 4 7 ° 5 1 ' 1 0 " W 1 0 1 1 . 1 5 ' S 4 7 ° 5 1 ' 1 0 " E 3 2 6 . 9 1 ' N 4 7 ° 5 1 ' 1 0 " W 2 9 3 . 0 7 ' L 3L4 L16L1 5 L5 NP-OV FORT WORTH PROJECT 2, LLC 2020-70674 2020-70677 2020-7068 O.R.D.C.T. Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\SEWER\LOT1R SE4.dwg1000 SCALE IN FEET G M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 MATCH LINESEE SHEET 4MATCH LINESEE SHEET 6SEE SHEET 8 FOR LINE DATA 5 21 10900 1"=100' T.J.M.J.S.B. 2/23/2021 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 4:47 PM EXHIBIT "A" NP-OV FORT WORTH LOGISTICS PARK, LLC 2020-70676 O.R.D.C.T. 10' AT&T EASEMENT 2020-83600 O.R.D.C.T. APPROXIMATE LOCATION MITCHELL ENERGY CORPORATION 45' PIPELINE AND ROAD EASEMENT TO PADS 4, 3, 2 & 1 2004-53748, O.R.D.C.T. VOL. 4518, PG. 275, D.R.D.C.T. APPROXIMATE LOCATION MITCHELL ENERGY CORPORATION PAD 9 2004-53748, O.R.D.C.T. FL O O D P L A I N E A S EM E N T 2 0 2 0 - 4 0 1 , O . R . D . C . T . A P P R O X IM A T E LO C A T I O NMIT C H E L L E N E R G Y C O R P O R A T I O N P A D 4 2 0 0 4 - 5 3 7 4 8 , O . R . D . C . T . V O L . 4 5 1 8 , P G . 2 7 5 , D . R . D . C . T .A-64A-1031C. PERRY SURVEYABSTRACT No. 1031(REMAINDER) THE M.T. COLE FAMILY PARTNERSHIP No. 2, LP 2009-102749 O.R.D.C.T. LOT 1R, BLOCK 1 NORTHPOINT ALLIANCE INDUSTRIAL PARK 2020-401 O.R.D.C.T. 100' PUBLIC ACCESS EASEMENT 2020-401, O.R.D.C.T. 60' UTILITY EASEMENT 2020-401, O.R.D.C.T. 20' PERMANENT WATER FACILITY EASEMENT 2020-401, O.R.D.C.T. 20' PERMANENT WATER FACILITY EASEMENT 2020-401, O.R.D.C.T.L. BUTLER SURVEYABSTRACT No. 64B O L D R U L E R R O A D S 5 6 ° 5 7 ' 2 9 " E 3 6 8 . 3 6 ' N 5 6 ° 5 7 ' 2 9 " W 3 5 3 . 1 7 ' L5L6L 7L8 L1 5 TRACT 1 40' PERMANENT SANITARY SEWER FACILITY EASEMENT 77,077 SQ. FT. 1.769 AC. L5 15' ONCOR EASEMENT AND R.O.W. 2020-186022. O.R.D.C.T. 15' ONCOR EASEMENT AND R.O.W. 2020-186021. O.R.D.C.T. PUBLIC ACCESS EASEMENT 2020-401, O.R.D.C.T. 5/8" RCF Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\SEWER\LOT1R SE4.dwg1000 SCALE IN FEET G M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 MATCH LINESEE SHEET 56 21 10900 1"=100' T.J.M.J.S.B. 2/23/2021 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 4:47 PM MATCH LINE SEE SHEET 7 EXHIBIT "A" SEE SHEET 8 FOR LINE DATA LOT 1R, BLOCK 1 NORTHPOINT ALLIANCE INDUSTRIAL PARK 2020-401 O.R.D.C.T. B O L D R U L E R R O A D FLOODPLAIN EASEMENT 2020-401, O.R.D.C.T. (REMAINDER) THE M.T. COLE FAMILY PARTNERSHIP No. 2, LP 2009-102749 O.R.D.C.T.A-64A-1031C. PERRY SURVEYABSTRACT No. 1031L. BUTLER SURVEYABSTRACT No. 64PUBLIC ACCESS EASEMENT 2020-401, O.R.D.C.T.APPROXIMATE LOCATIONMITCHELL ENERGY CORPORATIONPAD 92004-53748, O.R.D.C.T.APPROXIMATE LOCATIONMITCHELL ENERGY CORPORATION45' PIPELINE AND ROAD EASEMENTTO PADS 4, 3, 2 & 12004-53748, O.R.D.C.T.VOL. 4518, PG. 275, D.R.D.C.T.S 09°51'05" E 259.97'N 09°51'05" W 266.11'L9L10 L11 257.92'N 51°40'48" ES 51°40'48" W 274.41'L12L13L14TRACT 1 40' PERMANENT SANITARY SEWER FACILITY EASEMENT 77,077 SQ. FT. 1.769 AC. PUBLIC ACCESS EASEMENT 2020-401, O.R.D.C.T.N 41°23'43" E291.57'5/8" RCF NP-OV FORT WORTH PROJECT 2, LLC 2020-70674 2020-70677 2020-7068 O.R.D.C.T. Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\SEWER\LOT1R SE4.dwg1000 SCALE IN FEET G M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 MATCH LINE SEE SHEET 6 7 21 10900 1"=100' T.J.M.J.S.B. 2/23/2021 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 4:47 PM EXHIBIT "A" SEE SHEET 8 FOR LINE DATA LINE TABLE LINE # L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 BEARING N47°51'10"W N41°00'36"W N47°51'10"W N24°01'03"E N61°39'46"W S19°08'42"W N48°28'15"W N19°08'42"E N59°47'05"W N41°23'43"E S59°47'05"E N11°08'11"E N41°23'43"E S11°08'11"W S61°39'46"E S24°01'03"W DISTANCE 102.37' 100.72' 42.09' 105.22' 216.71' 124.57' 43.26' 128.48' 39.22' 40.77' 27.00' 143.94' 79.38' 227.28' 219.91' 147.31' Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\SEWER\LOT1R SE4.dwgG M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 8 21 10900 NONE T.J.M.J.S.B. 2/23/2021 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 4:47 PM EXHIBIT "A" Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\SEWER\LOT1R SE2.dwgG M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 4:49 PM 9 21 10900 1"=100' T.J.M.J.S.B. 2/23/2021 EXHIBIT "A" PERMANENT SANITARY SEWER FACILITY EASEMENT TRACT 2 STATE OF TEXAS: COUNTY OF DENTON: BEING a tract of land situated in the A. King Survey, Abstract No. 710, City of Fort Worth, Denton County, Texas, being a portion of Lot 1R, Block 1, Northpoint Alliance Industrial Park, an addition to the City of Fort Worth, Denton County, Texas as recorded in 2020-401, Official Records, Denton County, Texas (ORDCT), being a portion of that tract of land as described in deed to NP-OV Fort Worth Project 2, LLC, recorded in 2020-70678, ORDCT, and being more particularly described as follows: COMMENCING at a 5/8” rebar capped Dunaway found at the most westerly corner of Lot 1R, Block 1, Northpoint Alliance Industrial Park, an addition to the City of Fort Worth, Denton County, Texas as recorded in 2020-401, ORDCT and the most westerly corner of said NP-OV Fort Worth Project 2 tract, being a reentrant corner in the northeasterly line of a tract of land as described in deed to NP-OV Fort Worth Logistics Park, LLC, recorded in 2020-70676, ORDCT, from which a 5/8 rebar capped Dunaway found at the most southerly corner of said Lot 1R, Block 1 bears South 50 degrees 52 minutes 33 seconds East, 2432.99 feet; THENCE North 41 degrees 23 minutes 43 seconds East, along the northwesterly line of said Lot 1R, Block 1, a distance of 2146.90 feet to the POINT OF BEGINNING of the herein described tract of land; THENCE North 41 degrees 23 minutes 43 seconds East, along the northwesterly line of said Lot 1R, Block 1, a distance of 40.68 feet; THENCE across said Lot 1R, Block 1, as follows: South 59 degrees 07 minutes 06 seconds East, a distance of 135.53 feet; North 58 degrees 16 minutes 02 seconds East, a distance of 976.70 feet; North 61 degrees 43 minutes 08 seconds East, a distance of 109.53 feet to a point in the line common to the northeasterly line of said Lot 1R, Block 1, the southwesterly line of Lot 1X, Block 43 of Trails of Elizabeth Creek, an addition to the City of Fort Worth, Denton County, Texas as recorded in 2020-226, ORDCT, and the approximate centerline of Elizabeth Creek, from which an angle point in said common line bears North 14 degrees 16 minutes 19 seconds West, 126.82 feet; Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\SEWER\LOT1R SE2.dwgG M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 4:49 PM 10 21 10900 1"=100' T.J.M.J.S.B. 2/23/2021 EXHIBIT "A" THENCE South 14 degrees 16 minutes 19 seconds East, along said common line a distance of 41.23 feet; THENCE departing said common line, across said Lot 1R, Block 1, as follows: South 61 degrees 43 minutes 08 seconds West, a distance of 98.35 feet; South 58 degrees 16 minutes 02 seconds West, a distance of 999.82 feet; North 59 degrees 07 minutes 06 seconds West, a distance of 167.28 feet to the POINT OF BEGINNING and containing 49,744 square feet or 1.142 acres of land. NOTE: Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of 1983 as derived from GPS observation. NP-OV FORT WORTH LOGISTICS PARK, LLC 2020-70676 O.R.D.C.T. APPROXIMATE LOCATION MITCHELL ENERGY CORPORATION 45' PIPELINE AND ROAD EASEMENT TO PADS 4, 3, 2 & 1 2004-53748, O.R.D.C.T. VOL. 4518, PG. 275, D.R.D.C.T. APPROXIMATE LOCATION MITCHELL ENERGY CORPORATION PAD 9 2004-53748, O.R.D.C.T. FLOODPLAIN EASEMENT 2020-401, O.R.D.C.T. APPROXIMATE LOCATION MITCHELL ENERGY CORPORATION PAD 4 2004-53748, O.R.D.C.T. VOL. 4518, PG. 275, D.R.D.C.T.A-64A-1031(REMAINDER) THE M.T. COLE FAMILY PARTNERSHIP No. 2, LP 2009-102749 O.R.D.C.T. LOT 1R, BLOCK 1 NORTHPOINT ALLIANCE INDUSTRIAL PARK 2020-401 O.R.D.C.T. 100' PUBLIC ACCESS EASEMENT 2020-401, O.R.D.C.T. 60' UTILITY EASEMENT 2020-401, O.R.D.C.T. 20' PERMANENT WATER FACILITY EASEMENT 2020-401, O.R.D.C.T. 20' PERMANENT WATER FACILITY EASEMENT 2020-401, O.R.D.C.T.L. BUTLER SURVEYABSTRACT No. 64B O L D R U L E R R O A D P.O.C. (REMAINDER) THE M.T. COLE FAMILY PARTNERSHIP No. 2, LP 2009-102749 O.R.D.C.T.C. PERRY SURVEYABSTRACT No. 103115' ONCOR EASEMENT AND R.O.W. 2020-186022. O.R.D.C.T. 15' ONCOR EASEMENT AND R.O.W. 2020-186021. O.R.D.C.T.N 41°23'43" E 2146.90'5/8"R.C.F. "DUNAWAY" PUBLIC ACCESS EASEMENT 2020-401, O.R.D.C.T. NP-OV FORT WORTH PROJECT 2, LLC 2020-70678 O.R.D.C.T. Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\SEWER\LOT1R SE2.dwg1000 SCALE IN FEET G M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 4:49 PM MATCH LINE SEE SHEET 12 11 21 10900 1"=100' T.J.M.J.S.B. 2/23/2021 EXHIBIT "A" L. BUTLER SURVEYABSTRACT No. 64APPROXIMATE LOCATION MITCHELL ENERGY CORPORATION 45' PIPELINE AND ROAD EASEMENT TO PADS 4, 3, 2 & 1 2004-53748, O.R.D.C.T. VOL. 4518, PG. 275, D.R.D.C.T. FLOODPLAIN EASEMENT 2020-401, O.R.D.C.T. (REMAINDER) THE M.T. COLE FAMILY PARTNERSHIP No. 2, LP 2009-102749 O.R.D.C.T. LOT 1R, BLOCK 1 NORTHPOINT ALLIANCE INDUSTRIAL PARK 2020-401 O.R.D.C.T.N 41°23'43" E 2146.90'NP-OV FORT WORTH PROJECT 2, LLC 2020-70678 O.R.D.C.T. Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\SEWER\LOT1R SE2.dwg1000 SCALE IN FEET G M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 12 21 10900 1"=100' T.J.M.J.S.B. 2/23/2021 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 4:49 PM MATCH LINE SEE SHEET 13 MATCH LINE SEE SHEET 11 EXHIBIT "A" A-64A-710A. KING SURVEYABSTRACT No. 710P.O.B.L. BUTLER SURVEYABSTRACT No. 64APPROXIMATE LOCATION DEVON ENERGY PRODUCTION COMPANY, L.P. 20' ELECTRIC EASEMENT 2011-67135, O.R.D.C.T. LOT 1R, BLOCK 1 NORTHPOINT ALLIANCE INDUSTRIAL PARK 2020-401 O.R.D.C.T. (REMAINDER) THE M.T. COLE FAMILY PARTNERSHIP No. 2, LP 2009-102749 O.R.D.C.T. APPROXIMATE LOCATION MITCHELL ENERGY CORPORATION 45' PIPELINE AND ROAD EASEMENT TO PADS 4, 3, 2 & 1 2004-53748, O.R.D.C.T. VOL. 4518, PG. 275, D.R.D.C.T. FLOODPLAIN EASEMENT 2020-401, O.R.D.C.T.N 41°23'43" E 2146.90'L1L6 NP-OV FORT WORTH PROJECT 2, LLC 2020-70678 O.R.D.C.T. Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\SEWER\LOT1R SE2.dwg1000 SCALE IN FEET G M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 13 21 10900 1"=100' T.J.M.J.S.B. 2/23/2021 MATCH LINE SEE SHEET 12 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 4:50 PMMATCH LINESEE SHEET 14EXHIBIT "A" SEE SHEET 15 FOR LINE DATA ABSTRACT No. 710P.O.B. TRACT 2 40' PERMANENT SANITARY SEWER FACILITY EASEMENT 49,744 SQ. FT. 1.142 AC. FLOODPLAIN EASEMENT 2020-401, O.R.D.C.T. LOT 1R, BLOCK 1 NORTHPOINT ALLIANCE INDUSTRIAL PARK 2020-401 O.R.D.C.T. (REMAINDER) THE M.T. COLE FAMILY PARTNERSHIP No. 2, LP 2009-102749 O.R.D.C.T.A. KING SURVEYABSTRACT No. 710APPROXIMATE LOCATION DEVON ENERGY PRODUCTION COMPANY, L.P. 20' ELECTRIC EASEMENT 2011-67135, O.R.D.C.T. N 58° 1 6' 0 2" E 9 7 6. 7 0' S 58° 1 6' 0 2" W 9 9 9. 8 2'L1L2 L6 NP-OV FORT WORTH PROJECT 2, LLC 2020-70678 O.R.D.C.T. Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\SEWER\LOT1R SE2.dwg1000 SCALE IN FEET G M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 14 21 10900 1"=100' T.J.M.J.S.B. 2/23/2021 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 4:50 PMMATCH LINESEE SHEET 13MATCH LINESEE SHEET 15EXHIBIT "A" SEE SHEET 15 FOR LINE DATA FLOODPLAIN EASEMENT 2020-401, O.R.D.C.T. TRACT 2 40' PERMANENT SANITARY SEWER FACILITY EASEMENT 49,744 SQ. FT. 1.142 AC. LOT 1R, BLOCK 1 NORTHPOINT ALLIANCE INDUSTRIAL PARK 2020-401 O.R.D.C.T.A. KING SURVEYABSTRACT No. 710LOT 1X, BLOCK 43 TRAILS OF ELIZABETH CREEK 2020-226, O.R.D.C.T. N 58° 1 6' 0 2" E 9 7 6. 7 0' S 58° 1 6' 0 2" W 9 9 9. 8 2' L3 L4L5 CITY OF FORT WORTH 40' SEWER FACILITY EASEMENT 2018-133506, O.R.D.C.T. DRAINAGE FACILITY EASEMENT 2020-226, O.R.D.C.T. FLOODPLAIN EASEMENT 2020-226, O.R.D.C.T. FORESTAR (USA) REAL ESTATE GROUP INC. 2018-27156 O.R.D.C.T.N 14°16'19" W126.82' NP-OV FORT WORTH PROJECT 2, LLC 2020-70678 O.R.D.C.T. LINE TABLE LINE # L1 L2 L3 L4 L5 L6 BEARING N41°23'43"E S59°07'06"E N61°43'08"E S14°16'19"E S61°43'08"W N59°07'06"W DISTANCE 40.68' 135.53' 109.53' 41.23' 98.35' 167.28' Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\SEWER\LOT1R SE2.dwg1000 SCALE IN FEET G M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 15 21 10900 1"=100' T.J.M.J.S.B. 2/23/2021 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 4:50 PMMATCH LINESEE SHEET 14EXHIBIT "A" Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\SEWER\NP-OV SE7.dwgG M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 4:51 PM 16 21 10900 NONE T.J.M.J.S.B. 2/23/2021 EXHIBIT "A" PERMANENT SANITARY SEWER FACILITY EASEMENT TRACT 3 STATE OF TEXAS: COUNTY OF DENTON: BEING a tract of land situated in the L. Butler Survey, Abstract No. 64, the C. Perry Survey, Abstract No. 1031, the J. Beaton Survey, Abstract No. 1708, and the G. Overton Survey, Abstract No. 972, Denton County, Texas, being a portion of that tract of land as described in deed to NP-OV Fort Worth Logistics Park, LLC, recorded in 2020-70676, Official Records, Denton County, Texas (ORDCT), and being more particularly described as follows: COMMENCING at a 5/8” rebar capped Dunaway found at the most westerly corner of Lot 1R, Block 1, Northpoint Alliance Industrial Park, an addition to the City of Fort Worth, Denton County, Texas as recorded in 2020-401, ORDCT, said point being a reentrant corner in the northeasterly line of said NP-OV Fort Worth Logistics Park tract; THENCE along the southwesterly line of said Lot 1R, Block 1 and the northeasterly line of said NP-OV Fort Worth Logistics Park tract, as follows: Southeasterly, along a curve to the right, having a radius of 470.00 feet, a central angle of 14 degrees 12 minutes 33 seconds, an arc distance of 116.56 feet, and a chord that bears South 55 degrees 34 minutes 31 seconds East, 116.26 feet to a 1/2” rebar capped Goodwin & Marshall set at the end of said curve; South 48 degrees 28 minutes 15 seconds East, a distance of 179.24 feet to the POINT OF BEGINNING of the herein described tract of land; THENCE South 48 degrees 28 minutes 15 seconds East, along the southwesterly line of said Lot 1R, Block 1 and the northeasterly line of said NP-OV Fort Worth Logistics Park tract, a distance of 43.26 feet; THENCE departing the southwesterly line of said Lot 1R, Block 1, across said NP-OV Fort Worth Logistics Park tract, as follows: South 19 degrees 08 minutes 42 seconds West, a distance of 11.99 feet; South 35 degrees 59 minutes 44 seconds West, a distance of 1,208.15 feet; Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\SEWER\NP-OV SE7.dwgG M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 4:51 PM 17 21 10900 NONE T.J.M.J.S.B. 2/23/2021 EXHIBIT "A" South 83 degrees 01 minute 32 seconds West, a distance of 811.12 feet to a point in the west line of said NP-OV Fort Worth Logistics Park tract and the east line of a tract of land as described in deed to BNSF Railway Company, recorded in 2020-14394, ORDCT; THENCE North 00 degrees 27 minutes 23 seconds West, along the west line of said NP-OV Fort Worth Logistics Park tract and the east line of said BNSF Railway Company tract, a distance of 40.26 feet; THENCE departing the east line of said BNSF Railway Company tract, across said NP-OV Fort Worth Logistics Park tract, as follows; North 83 degrees 01 minute 32 seconds East, a distance of 789.15 feet; North 35 degrees 59 minutes 44 seconds East, a distance of 1,184.82 feet; North 19 degrees 08 minutes 42 seconds East, a distance of 22.54 feet to the POINT OF BEGINNING and containing 80,556 square feet or 1.849 acres of land. NOTE: Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of 1983 as derived from GPS observation. NP-OV FORT WORTH LOGISTICS PARK, LLC 2020-70676 O.R.D.C.T. APPROXIMATE LOCATION MITCHELL ENERGY CORPORATION 45' PIPELINE AND ROAD EASEMENT TO PADS 4, 3, 2 & 1 2004-53748, O.R.D.C.T. VOL. 4518, PG. 275, D.R.D.C.T. APPROXIMATE LOCATION MITCHELL ENERGY CORPORATION PAD 9 2004-53748, O.R.D.C.T. FLOODPLAIN EASEMENT 2020-401, O.R.D.C.T. APPROXIMATE LOCATION MITCHELL ENERGY CORPORATION PAD 4 2004-53748, O.R.D.C.T. VOL. 4518, PG. 275, D.R.D.C.T.A-64A-1031(REMAINDER) THE M.T. COLE FAMILY PARTNERSHIP No. 2, LP 2009-102749 O.R.D.C.T. LOT 1R, BLOCK 1 NORTHPOINT ALLIANCE INDUSTRIAL PARK 2020-401 O.R.D.C.T. 100' PUBLIC ACCESS EASEMENT 2020-401, O.R.D.C.T. 60' UTILITY EASEMENT 2020-401, O.R.D.C.T. 20' PERMANENT WATER FACILITY EASEMENT 2020-401, O.R.D.C.T. 20' PERMANENT WATER FACILITY EASEMENT 2020-401, O.R.D.C.T.L. BUTLER SURVEYABSTRACT No. 64B O L D R U L E R R O A D P.O.C. P.O.B. TRACT 3 40' PERMANENT SANITARY SEWER FACILITY EASEMENT 80,556 SQ. FT. 1.849 AC. (REMAINDER) THE M.T. COLE FAMILY PARTNERSHIP No. 2, LP 2009-102749 O.R.D.C.T.C. PERRY SURVEYABSTRACT No. 1031S 4 8 ° 2 8 ' 1 5 " E 1 7 9 . 2 4 ' C 1 S 35°59'44" W 1208.15'N 35°59'44" E 1184.82'L 1 L2 L4 5/8"R.C.F. PUBLIC ACCESS EASEMENT 2020-401, O.R.D.C.T. 1/2" RCS 15' ONCOR EASEMENT AND R.O.W. 2020-186022. O.R.D.C.T. 15' ONCOR EASEMENT AND R.O.W. 2020-186021. O.R.D.C.T. Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\SEWER\NP-OV SE7.dwg1000 SCALE IN FEET G M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 4:51 PM MATCH LINE SEE SHEET 19 SEE SHEET 21 FOR LINE AND CURVE DATA 18 21 10900 1"=100' T.J.M.J.S.B. 2/23/2021 EXHIBIT "A" APPROXIMATE LOCATION MITCHELL ENERGY CORPORATION 20' PIPELINE R.O.W. AND EASEMENT VOL. 2742, PG. 762, D.R.D.C.T. (LOCATION PER 2005-1946 EXHIBIT"A") APPROXIMATE LOCATION MITCHELL ENERGY CORPORATION MAIN E-W ROAD FROM ENTRANCE WESTERLY 20' ROAD EASEMENT VOL. 4518, PG. 275, D.R.D.C.T. ROAD EASEMENT "B" NO WIDTH STATED. 20' SHOWN 2004-53748, O.R.D.C.T. APPROXIMATE LOCATION SOUTHWESTERN GAS PIPELINE, INC. 30' R.O.W. AND EASEMENT 2005-1946, O.R.D.C.T. (REMAINDER) THE M.T. COLE FAMILY PARTNERSHIP No. 2, LP 2019-72025 O.R.D.C.T.NP-OV FORT WORTHPROJECT CY, LLC2020-70675O.R.D.C.T.A-1708C. PERRY SURVEYABSTRACT No. 1031J. BEATON S U R V E Y ABSTRACT N o . 1 7 0 8 A-1708A-1031 (REMAINDER) THE M.T. COLE FAMILY PARTNERSHIP No. 2, LP 2009-102749 O.R.D.C.T.A-64A-1031APPROXIMATE LOCATION MITCHELL ENERGY CORPORATION PAD 4 2004-53748, O.R.D.C.T. VOL. 4518, PG. 275, D.R.D.C.T. APPROXIMATE LOCATION MITCHELL ENERGY CORPORATION 45' PIPELINE AND ROAD EASEMENT TO PADS 4, 3, 2 & 1 2004-53748, O.R.D.C.T. VOL. 4518, PG. 275, D.R.D.C.T. NP-OV FORT WORTH LOGISTICS PARK, LLC 2020-70676 O.R.D.C.T. TRACT 3 40' PERMANENT SANITARY SEWER FACILITY EASEMENT 80,556 SQ. FT. 1.849 AC.S 35°59'44" W 1208.15'N 35°59'44" E 1184.82'15' ONCOR EASEMENT AND R.O.W. 2020-186021. O.R.D.C.T. APPROXIMATE LOCATION SWG PIPELINE, L.L.C. EASEMENT 2020-177790 APPROXIMATE LOCATION SWG PIPELINE, L.L.C. EASEMENT 2020-177789 Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\SEWER\NP-OV SE7.dwg1000 SCALE IN FEET G M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700MATCH LINESEE SHEET 20SEE SHEET X FOR LINE AND CURVE DATA 19 21 10900 1"=100' T.J.M.J.S.B. 2/23/2021 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 4:51 PM MATCH LINE SEE SHEET 18 EXHIBIT "A" G. OVERTON SURVEYABSTRACT No. 972A-1708A-972A-972 BNSF RAILWAY COMPANY2020-14394, O.R.D.C.T.NP-OV FORT WORTH LOGISTICS PARK, LLC 2020-70676 O.R.D.C.T. NP-OV FORT WORTH PROJECT CY, LLC 2020-70675 O.R.D.C.T. A-1031C. PERRY SURVEYABSTRACT No. 1031APPROXIMATE LOCATION MITCHELL ENERGY CORPORATION MAIN E-W ROAD FROM ENTRANCE WESTERLY 20' ROAD EASEMENT VOL. 4518, PG. 275, D.R.D.C.T. ROAD EASEMENT "B" NO WIDTH STATED. 20' SHOWN 2004-53748, O.R.D.C.T. APPROXIMATE LOCATION SOUTHWESTERN GAS PIPELINE, INC. 30' R.O.W. AND EASEMENT 2005-1946, O.R.D.C.T. APPROXIMATE LOCATION MITCHELL ENERGY CORPORATION 20' PIPELINE R.O.W. AND EASEMENT VOL. 2742, PG. 762, D.R.D.C.T. (LOCATION PER 2005-1946 EXHIBIT"A") N 83°01'32" E 7 8 9 . 1 5 ' S 83°01'32" W 8 1 1 . 1 2 'L3TRACT 3 40' PERMANENT SANITARY SEWER FACILITY EASEMENT 80,556 SQ. FT. 1.849 AC. APPROXIMATE LOCATION SWG PIPELINE, L.L.C. APPROXIMATE LOCATION SWG PIPELINE, L.L.C. EASEMENT 2020-177790 APPROXIMATE LOCATION SWG PIPELINE, L.L.C. EASEMENT 2020-177788 213.54'Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\SEWER\NP-OV SE7.dwg1000 SCALE IN FEET G M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 20 21 10900 1"=100' T.J.M.J.S.B. 2/23/2021 MATCH LINESEE SHEET 19EXHIBIT "A" SEE SHEET 21 FOR LINE AND CURVE DATA PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 4:51 PM CURVE TABLE CURVE # C1 RADIUS 470.00' ARC LENGTH 116.56' DELTA ANGLE 14°12'33" CHORD BEARING S55°34'31"E CHORD LENGTH 116.26' LINE TABLE LINE # L1 L2 L3 L4 BEARING S48°28'15"E S19°08'42"W N00°27'23"W N19°08'42"E DISTANCE 43.26' 11.99' 40.26' 22.54' Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\SEWER\NP-OV SE7.dwgG M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 21 21 10900 NONE T.J.M.J.S.B. 2/23/2021 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 4:51 PM EXHIBIT "A" Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\WATER\LOT1R WE8.dwgG M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 11:01 AM 1 10 10900 NONE T.J.M.J.S.B. 2/23/2021 EXHIBIT "A" PERMANENT WATER FACILITY EASEMENT TRACT 1 STATE OF TEXAS: COUNTY OF DENTON: BEING a tract of land situated in the C. Perry Survey, Abstract No. 1031 and the L. Butler Survey, Abstract No. 64, City of Fort Worth, Denton County, Texas, being a portion of Lot 1R, Block 1, Northpoint Alliance Industrial Park, an addition to the City of Fort Worth, Denton County, Texas as recorded in 2020-401, Official Records, Denton County, Texas (ORDCT), being a portion of that tract of land as described in deed to NP-OV Fort Worth Project 2, LLC, recorded in 2020-70678, ORDCT, and being more particularly described as follows: COMMENCING at a 5/8” rebar capped Dunaway found at the most westerly corner of said Lot 1R, Block 1, Northpoint Alliance Industrial Park, and the most westerly corner of said NP-OV Fort Worth Project 2 tract, being a reentrant corner in the northeasterly line of a tract of land as described in deed to NP-OV Fort Worth Logistics Park, LLC, recorded in 2020-70676, ORDCT, from which a 5/8 rebar capped Dunaway found at the most southerly corner of said Lot 1R, Block 1 bears South 50 degrees 52 minutes 33 seconds East, 2432.99 feet; THENCE North 41 degrees 23 minutes 43 seconds East, along the northwesterly line of said Lot 1R, Block 1, a distance of 120.51 feet to the POINT OF BEGINNING of the herein described tract of land; THENCE North 41 degrees 23 minutes 43 seconds East, along the northwesterly line of said Lot 1R, Block 1, a distance of 21.63 feet; THENCE across said Lot 1R, Block 1, as follows: South 70 degrees 58 minutes 15 seconds East, a distance of 72.24 feet; South 48 degrees 28 minutes 15 seconds East, a distance of 104.28 feet; South 25 degrees 58 minutes 15 seconds East, a distance of 144.77 feet to the northeasterly line of a 20' permanent water facility easement per said plat recorded in 2020-401, ORDCT; North 48 degrees 28 minutes 15 seconds West, along the northeasterly line of said 20' permanent water facility easement, a distance of 52.26 feet; North 25 degrees 58 minutes 15 seconds West, departing the northeasterly line of said 20' permanent water facility easement, a distance of 92.51 feet; Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\WATER\LOT1R WE8.dwgG M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 11:01 AM 2 10 10900 NONE T.J.M.J.S.B. 2/23/2021 EXHIBIT "A" North 48 degrees 28 minutes 15 seconds West, a distance of 96.33 feet; North 70 degrees 58 minutes 15 seconds West, a distance of 48.89 feet; South 30 degrees 16 minutes 17 seconds West, a distance of 103.70 feet to the northeasterly line of a 20' permanent water facility easement per said plat recorded in 2020-401, ORDCT; Northwesterly, along the northeasterly line of said 20' permanent water facility easement and a non-tangent curve to the left, having a radius of 490.00 feet, a central angle of 02 degrees 20 minutes 24 seconds, an arc distance of 20.01 feet, and a chord that bears North 57 degrees 50 minutes 33 seconds West, 20.01 feet; North 30 degrees 16 minutes 17 seconds East, departing the northeasterly line of said 20' permanent water facility easement, non-tangent to said curve, a distance of 99.06 feet; North 70 degrees 58 minutes 15 seconds West, a distance of 7.21 feet to the POINT OF BEGINNING and containing 7,892 square feet or 0.181 acre of land. NOTE: Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of 1983 as derived from GPS observation. NP-OV FORT WORTH LOGISTICS PARK, LLC 2020-70676 O.R.D.C.T. APPROXIMATE LOCATION MITCHELL ENERGY CORPORATION 45' PIPELINE AND ROAD EASEMENT TO PADS 4, 3, 2 & 1 2004-53748, O.R.D.C.T. VOL. 4518, PG. 275, D.R.D.C.T. APPROXIMATE LOCATION MITCHELL ENERGY CORPORATION PAD 9 2004-53748, O.R.D.C.T. FLOODPLAIN EASEMENT 2020-401, O.R.D.C.T. APPROXIMATE LOCATION MITCHELL ENERGY CORPORATION PAD 4 2004-53748, O.R.D.C.T. VOL. 4518, PG. 275, D.R.D.C.T.A-64A-1031(REMAINDER) THE M.T. COLE FAMILY PARTNERSHIP No. 2, LP 2009-102749 O.R.D.C.T. LOT 1R, BLOCK 1 NORTHPOINT ALLIANCE INDUSTRIAL PARK 2020-401 O.R.D.C.T. 100' PUBLIC ACCESS EASEMENT 2020-401, O.R.D.C.T. 60' UTILITY EASEMENT 2020-401, O.R.D.C.T. 20' PERMANENT WATER FACILITY EASEMENT 2020-401, O.R.D.C.T. 20' PERMANENT WATER FACILITY EASEMENT 2020-401, O.R.D.C.T.L. BUTLER SURVEYABSTRACT No. 64B O L D R U L E R R O A D P.O.C. P.O.B. (REMAINDER) THE M.T. COLE FAMILY PARTNERSHIP No. 2, LP 2009-102749 O.R.D.C.T.C. PERRY SURVEYABSTRACT No. 1031TRACT 1 20' PERMANENT WATER FACILITY EASEMENT 7,892 SQ. FT. 0.181 AC. 15' ONCOR EASEMENT AND R.O.W. 2020-186022. O.R.D.C.T. 15' ONCOR EASEMENT AND R.O.W. 2020-186021. O.R.D.C.T.120.51'N 41°23'43" EL1L2 L 3 L4L 5L6L 7 L8 L9L10L11 C 1 NP-OV FORT WORTH PROJECT 2, LLC 2020-70678 O.R.D.C.T. 5/8"R.C.F. PUBLIC ACCESS EASEMENT 2020-401, O.R.D.C.T. Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\WATER\LOT1R WE8.dwg1000 SCALE IN FEET G M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 11:01 AM SEE SHEET 4 FOR LINE AND CURVE DATA 3 10 10900 1"=100' T.J.M.J.S.B. 2/23/2021 EXHIBIT "A" LINE TABLE LINE # L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 BEARING N41°23'43"E S70°58'15"E S48°28'15"E S25°58'15"E N48°28'15"W N25°58'15"W N48°28'15"W N70°58'15"W S30°16'17"W N30°16'17"E N70°58'14"W DISTANCE 21.63' 72.24' 104.28' 144.77' 52.26' 92.51' 96.33' 48.89' 103.70' 99.06' 7.21' CURVE TABLE CURVE # C1 RADIUS 490.00' ARC LENGTH 20.01' DELTA ANGLE 2°20'24" CHORD BEARING N57°50'33"W CHORD LENGTH 20.01' Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\WATER\LOT1R WE8.dwgG M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 4 10 10900 NONE T.J.M.J.S.B. 2/23/2021 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 11:01 AM EXHIBIT "A" Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\WATER\NP-OV WE10.dwgG M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 11:02 AM 5 10 10900 NONE T.J.M.J.S.B. 2/23/2021 EXHIBIT "A" PERMANENT WATER FACILITY EASEMENT TRACT 2 STATE OF TEXAS: COUNTY OF DENTON: BEING a tract of land situated in the L. Butler Survey, Abstract No. 64 and the C. Perry Survey, Abstract No. 1031, Denton County, Texas, being a portion of that tract of land as described in deed to NP-OV Fort Worth Logistics Park, LLC, recorded in 2020-70676, Official Records, Denton County, Texas (ORDCT), being a portion of that tract of land as described in deed to NP-OV Fort Worth Logistics Project CY, LLC, recorded in 2020-70675, ORDCT, and being more particularly described as follows: BEGINNING at a 5/8” rebar capped Dunaway found at the most westerly corner of Lot 1R, Block 1, Northpoint Alliance Industrial Park, an addition to the City of Fort Worth, Denton County, Texas as recorded in 2020-401, ORDCT, said point being a reentrant corner in the northeasterly line of said NP-OV Fort Worth Logistics Park tract; THENCE along the southwesterly line of said Lot 1R, Block 1 and the northeasterly line of said NP-OV Fort Worth Logistics Park tract, as follows: Southeasterly, along a curve to the right, having a radius of 470.00 feet, a central angle of 14 degrees 12 minutes 33 seconds, an arc distance of 116.56 feet, and a chord that bears South 55 degrees 34 minutes 31 seconds East, 116.26 feet to the end of said curve; South 48 degrees 28 minutes 15 seconds East, tangent to said curve, a distance of 320.39 feet to the most easterly corner of said NP-OV Fort Worth Logistics Park tract; THENCE South 46 degrees 06 minutes 48 seconds West , departing the southwesterly line of said Lot 1R, Block 1, along the southeasterly line of said NP-OV Fort Worth Logistics Park tract, a distance of 10.03 feet; THENCE across said NP-OV Fort Worth Logistics Park tract and said NP-OV Fort Worth Logistics Project CY tract, as follows: North 48 degrees 28 minutes 15 seconds West, a distance of 319.59 feet to the beginning of a tangent curve to the left, having a radius of 460.00 feet; Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\WATER\NP-OV WE10.dwgG M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 11:02 AM 6 10 10900 NONE T.J.M.J.S.B. 2/23/2021 EXHIBIT "A" Northwesterly, along said curve, having a central angle of 14 degrees 12 minutes 33 seconds, an arc distance of 114.08 feet, and a chord that bears North 55 degrees 34 minutes 31 seconds West, 113.79 feet to the end of said curve; North 27 degrees 19 minutes 13 seconds East, radial to said curve, a distance of 1.97 feet; North 59 degrees 43 minutes 43 seconds West, a distance of 20.74 feet; North 70 degrees 58 minutes 43 seconds West, a distance of 27.16 feet to the beginning of a tangent curve to the left, having a radius of 716.00 feet; Northwesterly, along said curve, having a central angle of 06 degrees 09 minutes 16 seconds, an arc distance of 76.91 feet, and a chord that bears North 74 degrees 03 minutes 21 seconds West, 76.87 feet to the end of said curve; North 77 degrees 08 minutes 00 seconds West, tangent to said curve, a distance of 29.92 feet to the beginning of a tangent curve to the right, having a radius of 736.00 feet; Northwesterly, along said curve, having a central angle of 10 degrees 32 minutes 45 seconds, an arc distance of 135.47 feet, and a chord that bears North 71 degrees 51 minutes 37 seconds West, 135.28 feet to the end of said curve; North 66 degrees 35 minutes 15 seconds West, tangent to said curve, a distance of 47.74 feet; North 55 degrees 20 minutes 15 seconds West, a distance of 95.39 feet; North 44 degrees 05 minutes 15 seconds West, a distance of 21.85 feet to the beginning of a tangent curve to the right, having a radius of 736.00 feet; Northwesterly, along said curve, having a central angle of 09 degrees 58 minutes 04 seconds, an arc distance of 128.04 feet, and a chord that bears North 39 degrees 06 minutes 13 seconds West, 127.88 feet to a point in the north line of said NP-OV Fort Worth Logistics Project CY tract and the end of said curve; THENCE along the northeasterly line of said NP-OV Fort Worth Project CY tract and said NP-OV Fort Worth Logistics Park tract, as follows: Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\WATER\NP-OV WE10.dwgG M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 11:03 AM 7 10 10900 NONE T.J.M.J.S.B. 2/23/2021 EXHIBIT "A" Southeasterly, along a curve to the right, having a radius of 20.00 feet, a central angle of 40 degrees 56 minutes 24 seconds, an arc distance of 14.29 feet, and a chord that bears South 56 degrees 26 minutes 04 seconds East, 13.99 feet to a 5/8” rebar capped Sitepoint found at the beginning of a reverse curve to the left, having a radius of 530.00 feet; Southeasterly, along said curve, having a central angle of 45 degrees 36 minutes 19 seconds, an arc distance of 421.86 feet, and a chord that bears South 58 degrees 46 minutes 00 seconds East, 410.81 feet to a 5/8” rebar capped Sitepoint found at the beginning of a reverse curve to the right, having a radius of 470.00 feet; Southeasterly, along said curve, having a central angle of 17 degrees 51 minutes 59 seconds, an arc distance of 146.56 feet, and a chord that bears South 72 degrees 38 minutes 10 seconds East, 145.97 feet to a point in the northwesterly line of said Lot 1R, Block 1; THENCE South 41 degrees 23 minutes 43 seconds West, non-tangent to said curve, along the northwesterly line of said Lot 1R, Block 1, a distance of 7.87 feet to the POINT OF BEGINNING and containing 10,603 square feet or 0.243 acres of land. NOTE: Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of 1983 as derived from GPS observation. NP-OV FORT WORTH LOGISTICS PARK, LLC 2020-70676 O.R.D.C.T. APPROXIMATE LOCATION MITCHELL ENERGY CORPORATION 45' PIPELINE AND ROAD EASEMENT TO PADS 4, 3, 2 & 1 2004-53748, O.R.D.C.T. VOL. 4518, PG. 275, D.R.D.C.T. APPROXIMATE LOCATION MITCHELL ENERGY CORPORATION PAD 9 2004-53748, O.R.D.C.T. FLOODPLAIN EASEMENT 2020-401, O.R.D.C.T. APPROXIMATE LOCATION MITCHELL ENERGY CORPORATION PAD 4 2004-53748, O.R.D.C.T. VOL. 4518, PG. 275, D.R.D.C.T.A-64A-1031(REMAINDER) THE M.T. COLE FAMILY PARTNERSHIP No. 2, LP 2009-102749 O.R.D.C.T. LOT 1R, BLOCK 1 NORTHPOINT ALLIANCE INDUSTRIAL PARK 2020-401 O.R.D.C.T. 100' PUBLIC ACCESS EASEMENT 2020-401, O.R.D.C.T. 60' UTILITY EASEMENT 2020-401, O.R.D.C.T. 20' PERMANENT WATER FACILITY EASEMENT 2020-401, O.R.D.C.T. 20' PERMANENT WATER FACILITY EASEMENT 2020-401, O.R.D.C.T.L. BUTLER SURVEYABSTRACT No. 64B O L D R U L E R R O A D P.O.B. (REMAINDER) THE M.T. COLE FAMILY PARTNERSHIP No. 2, LP 2009-102749 O.R.D.C.T.C. PERRY SURVEYABSTRACT No. 1031TRACT 2 PERMANENT WATER FACILITY EASEMENT 10,603 SQ. FT. 0.243 AC. 15' ONCOR EASEMENT AND R.O.W. 2020-186022. O.R.D.C.T. 15' ONCOR EASEMENT AND R.O.W. 2020-186021. O.R.D.C.T. S 4 8 ° 2 8 ' 1 5 " E 3 2 0 . 3 9 ' N 4 8 ° 2 8 ' 1 5 " W 3 1 9 . 5 9 ' L1 L2 L3 L4 L9 C 1 C 2 C8 5/8"R.C.F. PUBLIC ACCESS EASEMENT 2020-401, O.R.D.C.T. Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\WATER\NP-OV WE10.dwg1000 SCALE IN FEET G M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 11:03 AMMATCH LINESEE SHEET 9SEE SHEET 10 FOR LINE AND CURVE DATA 8 10 10900 1"=100' T.J.M.J.S.B. 2/23/2021 EXHIBIT "A" THE M.T. COLE FAMILY PARTNERSHIP No. 2, LP NP-OV FORT WORTH PROJECT CY, LLC 2020-70675 O.R.D.C.T.C. PERRY SURVEYABSTRACT No. 1031(REMAINDER) THE M.T. COLE FAMILY PARTNERSHIP No. 2, LP 2009-102749 O.R.D.C.T. NP-OV FORT WORTH LOGISTICS PARK, LLC 2020-70676 O.R.D.C.T. TRACT 2 PERMANENT WATER FACILITY EASEMENT 10,603 SQ. FT. 0.243 AC. L5 L6 L7 L 8 C3 C4C5 C6 C7 C8 5/8" RF SITE POINT 5/8" RF SITE POINT Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\WATER\NP-OV WE10.dwgG M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 9 10 10900 1"=100' T.J.M.J.S.B. 2/23/2021 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 11:03 AM 1000 SCALE IN FEET MATCH LINESEE SHEET 8EXHIBIT "A" SEE SHEET 10 FOR LINE AND CURVE DATA LINE TABLE LINE # L1 L2 L3 L4 L5 L6 L7 L8 L9 BEARING S46°06'48"W N27°19'13"E N59°43'43"W N70°58'43"W N77°08'00"W N66°35'15"W N55°20'15"W N44°05'15"W S41°23'43"W DISTANCE 10.03' 1.97' 20.74' 27.16' 29.92' 47.74' 95.39' 21.85' 7.87' CURVE TABLE CURVE # C1 C2 C3 C4 C5 C6 C7 C8 RADIUS 470.00' 460.00' 716.00' 736.00' 736.00' 20.00' 530.00' 470.00' ARC LENGTH 116.56' 114.08' 76.91' 135.47' 128.04' 14.29' 421.86' 146.56' DELTA ANGLE 14°12'33" 14°12'33" 6°09'16" 10°32'45" 9°58'04" 40°56'24" 45°36'19" 17°51'59" CHORD BEARING S55°34'31"E N55°34'31"W N74°03'21"W N71°51'37"W N39°06'13"W S56°26'04"E S58°46'00"E S72°38'10"E CHORD LENGTH 116.26' 113.79' 76.87' 135.28' 127.88' 13.99' 410.81' 145.97' Sheet of Job No.:Scale: Drafted:Checked: Date Prepared:E:\10900 - NorthPoint\COGO\ESMTS BY G&M\WATER\NP-OV WE10.dwgG M OODWIN ARSHALL CIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051 (817) 329 - 4373 TxEng Firm # F-2944 ~ TxSurv Firm # 10021700 10 10 10900 NONE T.J.M.J.S.B. 2/23/2021 PRELIMINARY, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document. Issued for review 3/8/2021 11:03 AM EXHIBIT "A" GC-6.09 PERMITS AND UTILITIES COPYRIGHT 2021 - USE BY WRITTEN PERMISSION OF GOODWIN & MARSHALL, INC. ONLY 1 REVISION DATENO. JOB NO. : DSGN/DRFT: REVIEW : DATE :SHEETGMOODWINARSHALLCIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051(817) 329 - 4373TxEng Firm # F-2944 ~ TxSurv Firm # 100217002 3 4 5 6 7 8 4/8/21 EXHIBIT A of 21 EWE MBT/MBT 10900FORT WORTH, TEXAS INTERMODALLOGISTICS CENTER T/P ELEV.PROFILE SCALE Horizontal Scale: 1" = 40' Vertical Scale: 1" = 4' WA6'RLIN'W 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00MA6%HLIN'S6A S''SH''6GRAPHIC SCALE 1"=40' 0 40 80 120 UTILITY LEGEND PROPOSED SANITARY SEWER & MANHOLES PROPOSED WATER LINE & GATE VALVE PROPOSED FIRE HYDRANT EXISTING SANITARY SEWER & MANHOLES EXISTING WATER LINE & GATE VALVEW EXISTING FIRE HYDRANTW S PROPOSED SINGLE WATER SERVICE W W !!!WARNING!!! APPROXIMATE LOCATION OF EXISTING UNDERGROUND GAS LINES. CONTRACTOR SHALL COORDINATE WITH APPROPRIATE UTILITY COMPANIES PRIOR TO CONSTRUCTION.MA6%HLIN'S6A S''SH''640+00 695 690 685 680 675 670 665 660 695 690 685 680 675 670 665 660 !!!WARNING!!! APPROXIMATE LOCATION OF EXISTING UNDERGROUND GAS LINE. CONTRACTOR SHALL COORDINATE WITH APPROPRIATE UTILITY COMPANIES PRIOR TO CONSTRUCTION.12977 N. Outer 40 Road, Suite 203St. Louis, MO 63141BENCH MARK ELEVATION : 667.14 CITY OF FORT WORTH MONUMENT # 9128 ON EAGLE PARKWAY, 1.1 +/- MILE WEST OF HERITAGE PARKWAY, 0.1 +/- MILE WEST OF A FUTURE DRIVEWAY, 0.25 +/- MILE EAST OF STATE HIGHWAY 156 ON THE SOUTH CURB LINE OF THE EAST BOUND LANE. IN THE CENTER OF A DOUBLE 10' RECESSED INLET SET FLUSH 1' BEHIND THE FACE OF CURB. BENCH MARK ELEVATION : 717.03 CUT X SET ON TOP OF CURB OF CURB RETURN ON THE SOUTHEASTERLY CURB LINE OF THE BNSF DIRECT ACCESS ROAD, APPROX 72 FEET SOUTHWESTERLY OF THE CENTER OF PAVEMENT OF BOLD RULER ROAD, 413.5 FEET SOUTHEASTERLY FROM THE MOST WESTERLY CORNER OF LOT 1R, BLOCK 1, NORTHPOINT ALLIANCE INDUSTRIAL PARK . G GGGGGG GGGGGGGGGGGGGG G G G G G G G GGGGGGGGGG W W W W W W W W W W W W W W W W W W 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+0 0 39+0 0 40+0 0 ENTERPRISE TEXAS PIPELINE LLC 2009-64232 O.R.D.C.T. APPROXIMATE LIMITS OF 100 YEAR FLOODPLAIN APPROXIMATE LIMITS OF 100 YEAR FLOODPLAIN 20' WATER EASEMENT APPROXIMATE LOCATION ENTERPRISE TEXAS PIPELINE LLC 50' PERMANENT PIPELINE EASEMENT AND RIGHT OF WAY 2009-64287, O.R.D.C.T. APPROXIMATE LOCATION BRAZOS ELECTRIC POWER COOPERATIVE, INC. 100' R.O.W. EASEMENT VOL. 2142, PG. 332, D.R.D.C.T. VOL. 2460, PG. 424, D.R.D.C.T. APPROXIMATE LOCATION ENERGY TRANSFER FUEL, LP 50' PERMANENT EASEMENT & R.O.W. 2010-95019, O.R.D.C.T. APPROXIMATE LOCATION CANTERA RESOURCES, INC 30' WIDE EASEMENT VOL. 4893, PG. 903, D.R.D.C.T. APPROXIMATE LOCATION CROSSTEX NORTH TEXAS PIPELINE, L.P. 50' PERMANENT PIPELINE EASEMENT 2005-160284, O.R.D.C.T. APPROXIMATE LOCATION EAGLE MOUNTAIN PIPELINE COMPANY, L.P. 30' PERMANENT EASEMENT 2005-107362, O.R.D.C.T. APPROXIMATE LOCATION EXHIBIT "H" DRAINAGE EASEMENT 93-R0021055 O.R.D.C.T. BNSF RAILWAY COMPANY 2010-48943 O.R.D.C.T.BNSF RAILROADEX. 24" GAS LINEEX. 4.5" GAS LINEEX. 36" GAS LINEEX. 20" GAS LINEAPPROXIMATE LOCATION ENTERPRISE TEXAS PIPELINE LLC 50' PERMANENT PIPELINE EASEMENT AND RIGHT OF WAY 2009-64286, O.R.D.C.T.EX. 30" GAS LINEREMOVE GRAVEL ROAD AS NEEDED. REPAIR/REPLACE ROAD TO EQUAL OR BETTER PRE-CONSTRUCTION CONDITION SILT FEN C E Sta 34+06.36 WATER LINE "W-1" INSTALL 1 - 16" 22.5° BEND REMOVE POLY PIG #1 INSERT POLY PIG #2 N = 7060279.75 E = 2320659.52 Sta 37+40.08 WATER LINE "W-1" INSTALL 1 - 16" 11.25° BEND N = 7060153.24 E = 2320968.33 Sta 30+50.00 WATER LINE "W-1" BEGIN BORE W/ 30" STEEL CASING N = 7060278.36 E = 2320303.16 Sta 31+80.00 WATER LINE "W-1" END BORE W/ 30" STEEL CASING N = 7060278.87 E = 2320433.16 Sta 38+00.00 WATER LINE "W-1" BEGIN BORE W/ 30" STEEL CASING N = 7060120.14 E = 2321018.28 Sta 37+75.00 WATER LINE "W-1" INSTALL 1 - 16" GATE VALVE & VAULT N = 7060133.95 E = 2320997.44 ENCROACHMENT AGREEMENTS REQUIRED W W W W W W W W W W W W W W W W W W Sta 30+29.39 WATER LINE "W-1" INSTALL 1 - 2" COMBINATION AIR RELEASE VALVE & VAULT N = 7060278.28 E = 2320282.55 ENCROACHMENT AGREEMENTS REQUIRED ENCROACHMENT AGREEMENTS REQUIRED BNSF R.O.W. APPROXIMATE LIMITS OF 100 YEAR FLOODPLAIN APPROXIMATE LIMITS OF 100 YEAR FLOODPLAIN Sta 37+60.00 WATER LINE "W-1" INSTALL 1 - 6" BLOW OFF ASSEMBLY N = 7060142.24 E = 2320984.94 VPI Sta 33+00.00 W.L. "W-1"INSTALL:3 - 16" 0.50° VERTICAL DEFLECTION1 - 16" 0.13° VERTICAL DEFLECTIONVERTICAL DEFLECTION OVER THESPAN OF 80 L.F.T/P ELEV = 689.85VPI Sta 34+90.00 W.L. "W-1"INSTALL:3 - 16" 0.50° VERTICAL DEFLECTION1 - 16" 0.39° VERTICAL DEFLECTIONVERTICAL DEFLECTION OVER THESPAN OF 80 L.F.T/P ELEV = 683.57VPI Sta 36+50.00 W.L. "W-1"INSTALL:6 - 16" 0.50° VERTICAL DEFLECTION1 - 16" 0.27° VERTICAL DEFLECTIONVERTICAL DEFLECTION OVER THESPAN OF 140 L.F.T/P ELEV = 683.57VPI Sta 37+55.00 W.L. "W-1"INSTALL:6 - 16" 0.50° VERTICAL DEFLECTION1 - 16" 0.27° VERTICAL DEFLECTIONVERTICAL DEFLECTION OVER THESPAN OF 140 L.F.T/P ELEV = 677.57VPI Sta 30+29.39 W.L. "W-1"T/P ELEV = 689.65RIM ELEV = 696.65INSTALL:1 - 16" 45° VERTICAL BEND1 - 2" COMBINATION AIRRELEASE VALVE & VAULTVPI Sta 30+35.00 W.L. "W-1"T/P ELEV = 684.04INSTALL:1 - 16" 45° VERTICAL BENDSta 30+50.00 W.L. "W-1"TOP OF CASING = 684.60T/P 16" W.L. = 684.04CONSTRUCT BORE PITBEGIN BORE UNDER EX. GAS LINESW/ 30" STEEL CASING3.0'Sta 31+80.00 W.L. "W-1"TOP OF CASING = 684.60T/P 16" W.L. = 684.02CONSTRUCT BORE PITEND BORE UNDER EX. GAS LINESW/ 30" STEEL CASINGVPI Sta 32+00.00 W.L. "W-1"T/P ELEV = 684.04INSTALL:1 - 16" 45° VERTICAL BENDVPI Sta 32+06.23 W.L. "W-1"T/P ELEV = 690.27INSTALL:1 - 16" 45° VERTICAL BENDSta 38+00.00 W.L. "W-1"TOP OF CASING = 678.12T/P 16" W.L. = 677.57CONSTRUCT BORE PITBEGIN BORE UNDER EX. GAS LINESW/ 30" STEEL CASING7.2'3.4'Sta 37+75.00 W.L. "W-1"T/P ELEV = 677.57RIM ELEV = 691.62INSTALL:1 - 16" GATE VALVE & VAULTEX. 24" GAS LINE (ATMOS) T/P=687.38 EX. 36" GAS LINE (ENERGY TRANSFER) T/P=690.63 EX. 30" GAS LINE (ENTERPRISE) T/P=691.05 EX. 20" GAS LINE (ENTERPRISE) T/P=691.28 3.9'5.0'5.0'7.1'Sta 34+06.36 W.L. "W-1"T/P ELEV = 686.34INSTALL:1 - 16" 22.5° BENDSta 37+40.08 W.L. "W-1"T/P ELEV = 678.42INSTALL:1 - 16" 11.25° BENDEXISTING GROUND PROFILE @ CENTERLINE OF PIPE 200 L.F. OF 16" W.L. (PC-250 D.I.P.) W/ 30" STEEL CASING @ 0.00% 45 LF OF 16" W.L. (C900 DR18 PVC) @ 0.00%130 L.F. OF 16" W.L. (PC-250 D.I.P.) W/ 30" STEEL CASING @ 0.00%1 2 1 15 L.F. OF 16" W.L. (C900 DR18 PVC) @ 0.00%2 20 L.F. OF 16" W.L. (C900 DR18 PVC) @ 0.00% EX. 4.5" GAS LINE (ENLINK) T/P=687.34 160 LF OF 16" W.L. (C900 DR18 PVC) @ 0.00% 10 5 L F O F 16 " W . L . (C 9 0 0 D R 1 8 P V C ) @ - 5 . 7 2 % 6 LF OF 16" W.L. @ -100.00% 7 LF OF 16" W.L. @ 100.00% 94 LF OF 16" W.L. (C900 DR18 PVC) @ -0.45% 190 L F O F 16" W . L . (C90 0 D R 1 8 P V C ) @ -3. 3 0 %Sta 37+60.00 W.L. "W-1"T/P ELEV = 677.57RIM ELEV = 690.75INSTALL:1 - 6" BLOW-OFF ASSEMBLY1 - 16" 2.74° VERTICAL DEFLECTION684.04684.04684.04684.04690.08689.85688.20686.55684.89683.57683.57683.57683.57680.71677.85677.57677.57677.57677.57677.574-8-21 COPYRIGHT 2021 - USE BY WRITTEN PERMISSION OF GOODWIN & MARSHALL, INC. ONLY 1 REVISION DATENO. JOB NO. : DSGN/DRFT: REVIEW : DATE :SHEETGMOODWINARSHALLCIVIL ENGINEERS ~ PLANNERS ~ SURVEYORSANDINC.2405 Mustang Drive, Grapevine, Texas 76051(817) 329 - 4373TxEng Firm # F-2944 ~ TxSurv Firm # 100217002 3 4 5 6 7 8 4/8/21 EXHIBIT A of 22 EWE MBT/MBT 10900FORT WORTH, TEXAS INTERMODALLOGISTICS CENTER T/P ELEV.PROFILE SCALE Horizontal Scale: 1" = 40' Vertical Scale: 1" = 4' WA6'RLIN'W 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 GRAPHIC SCALE 1"=40' 0 40 80 120 !!!WARNING!!! APPROXIMATE LOCATION OF EXISTING UNDERGROUND GAS LINE. CONTRACTOR SHALL COORDINATE WITH APPROPRIATE UTILITY COMPANIES PRIOR TO CONSTRUCTION. 50+00MA6%HLIN'S6A S''SH''6MA6%HLIN'S6A S''SH''6695 690 685 680 675 670 665 660 695 690 685 680 675 670 665 660 UTILITY LEGEND PROPOSED SANITARY SEWER & MANHOLES PROPOSED WATER LINE & GATE VALVE PROPOSED FIRE HYDRANT EXISTING SANITARY SEWER & MANHOLES EXISTING WATER LINE & GATE VALVEW EXISTING FIRE HYDRANTW S PROPOSED SINGLE WATER SERVICE W W 12977 N. Outer 40 Road, Suite 203St. Louis, MO 63141!!!WARNING!!! APPROXIMATE LOCATION OF OVERHEAD ELECTRIC & UNDERGROUND UTILITY LINES. CONTRACTOR SHALL COORDINATE WITH APPROPRIATE UTILITY COMPANIES PRIOR TO CONSTRUCTION. BENCH MARK ELEVATION : 667.14 CITY OF FORT WORTH MONUMENT # 9128 ON EAGLE PARKWAY, 1.1 +/- MILE WEST OF HERITAGE PARKWAY, 0.1 +/- MILE WEST OF A FUTURE DRIVEWAY, 0.25 +/- MILE EAST OF STATE HIGHWAY 156 ON THE SOUTH CURB LINE OF THE EAST BOUND LANE. IN THE CENTER OF A DOUBLE 10' RECESSED INLET SET FLUSH 1' BEHIND THE FACE OF CURB. BENCH MARK ELEVATION : 717.03 CUT X SET ON TOP OF CURB OF CURB RETURN ON THE SOUTHEASTERLY CURB LINE OF THE BNSF DIRECT ACCESS ROAD, APPROX 72 FEET SOUTHWESTERLY OF THE CENTER OF PAVEMENT OF BOLD RULER ROAD, 413.5 FEET SOUTHEASTERLY FROM THE MOST WESTERLY CORNER OF LOT 1R, BLOCK 1, NORTHPOINT ALLIANCE INDUSTRIAL PARK .GGGGGGGGGGG G G G GGGGGW W W W W W W W W W W W W W W W W W 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 APPROXIMATE L O C A T I O N EAGLE MOUNT A I N P I P E L I N E COMPANY, L.P . 30' PERMANEN T E A S E M E N T 2005-107362, O . R . D . C . T . APPROXIMATE L O C A T I O N EXHIBIT "H" DRAINAGE EAS E M E N T 93-R0021055 O.R.D.C.T. APPROXIMATE LOCATION ONCOR ELECTRIC DELIVERY COMPANY, LLC 70' EASEMENT AND RIGHT OF WAY 2015-138941, O.R.D.C.T. APPROXIMATE LIMITS OF 100 YEAR FLOODPLAIN APPROXIMATE LIMITS OF 100 YEAR FLOODPLAIN BNSF R A I L R O A D & B R I D G E EX. GRAVEL ROA D APPROXIMATE LOCATION SOUTHWESTERN GAS PIPELINE, INC. 30' PIPELINE EASEMENT VOL. 4950, PG. 1329, D.R.D.C.T. APPROXIMATE LOCATION MITCHELL ENERGY CORPORATION 45' PIPELINE AND ROAD EASEMENT TO PADS 4, 3, 2 & 1 2004-53748, O.R.D.C.T. VOL. 4518, PG. 275, D.R.D.C.T. EX. 6.63" GAS LINE (REMAINDER) THE M.T. COLE FAMILY PARTNERSHIP No. 2, LP 2009-102749 O.R.D.C.T. (REMAINDER) THE M.T. COLE FAMILY PARTNERSHIP No. 2, LP 2009-102749 O.R.D.C.T. FORESTAR (USA) REAL ESTATE GROUP INC. 2018-27156 O.R.D.C.T. Sta 43+68.69 WATER LINE "W-1" INSTALL 1 - 16" 11.25° BEND N = 7059806.04 E = 2321492.36 20' WATER EASEMENTEX. 8.63" GAS LINESta 43+00.00 WATER LINE "W-1" END BORE W/ 30" STEEL CASING N = 7059843.98 E = 2321435.09 EX. BRIDGE PILES30'EX. BRIDGE PILES 33'EX. GRAVEL ROAD Sta 43+30.00 WATER LINE "W-1" INSTALL 1 - 16" GATE VALVE & VAULT N = 7059827.41 E = 2321460.10 SILT FENCE FUTURE LOT 7, BLOCK 1BNSF R.O.W. ENCROACHMENT AGREEMENT REQUIRED Sta 43+05.00 WATER LINE "W-1" INSTALL 1 - UTILITY MARKER POLE N = 7059841.22 E = 2321439.26 ENCROACHMENT AGREEMENT REQUIREDAPPROX. 2584 'TO HW 114 EX. 8.63" GAS LINE (ENLINK) T/P=682.92 VPI Sta 43+50.00 W.L. "W-1"INSTALL:1 - 16" 0.50° VERTICAL DEFLECTION1 - 16" 0.10° VERTICAL DEFLECTIONVERTICAL DEFLECTION OVER THESPAN OF 40 L.F.T/P ELEV = 677.57VPI Sta 47+40.00 W.L. "W-1"INSTALL:2 - 16" 0.50° VERTICAL DEFLECTION1 - 16" 0.03° VERTICAL DEFLECTIONVERTICAL DEFLECTION OVER THESPAN OF 60 L.F.T/P ELEV = 681.63Sta 43+00.00 W.L. "W-1"TOP OF CASING = 678.12T/P 16" W.L. = 677.57CONSTRUCT BORE PITEND BORE UNDER EX. GAS LINESW/ 30" STEEL CASING4.1'Sta 43+30.00 W.L. "W-1"T/P ELEV = 677.57RIM ELEV = 688.15INSTALL:1 - 16" GATE VALVE & VAULT5.6'5.2'10.5'Sta 43+68.69 W.L. "W-1"T/P ELEV = 677.76INSTALL:1 - 16" 11.25° BENDEXISTING GROUND PROFILE @ CENTERLINE OF PIPE 300 L.F. OF 16" W.L. (PC-250 D.I.P.) W/ 30" STEEL CASING @ 0.00% 50 LF OF 16" W.L. (C900 DR18 PVC) @ 0.00% 320 LF OF 16" W.L.(C900 DR18 PVC) @ -0.75% 390 LF OF 16" W.L. (C900 DR18 PVC) @ 1.04%677.57677.57677.57677.57677.57677.57677.57678.09678.61679.13679.65680.17680.69681.21681.55681.18680.80680.43680.05679.6816.1'4-8-21 GR-01 60 00 PRODUCT REQUIREMENTS CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: October 21, 2020 The Fort Worth Water Department’s Standard Products List has been developed to minimize the submittal review of products which meet the Fort Worth Water Department’s Standard Specifications during utility construction projects. When Technical Specifications for specific products, are included as part of the Construction Contract Documents, the requirements of the Technical Specification will override the Fort Worth Water Department’s Standard Specifications and the Fort Worth Water Department’s Standard Products List and approval of the specific products will be based on the requirements of the Technical Specification whether or not the specific product meets the Fort Worth Water Department’s Standard Specifications or is on the Fort Worth Water Department’s Standard Products List. Table of Content (Click on items to go directly to the page) Items Page A.Water & Sewer 1. Manholes & Bases/Components ........................................................... 1 2.Manholes & Bases/Fiberglass ............................................................... 2 3.Manholes & Bases/Frames & Covers/Rectangular ............................... 3 4.Manholes & Bases/Frames & Covers/Round ....................................... 4 5.Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight .. 5 6.Manholes & Bases/Precast Concrete .................................................... 6 7.Manholes & Bases/Rehab Systems/Cementitious ................................ 7 8.Manholes & Bases/Rehab Systems/NonCementitious ......................... 8 9.Manhole Insert (Field Operations Use Only) ........................................ 9 10. Pipe Casing Spacer ............................................................................... 10 11. Pipes/Ductile Iron ................................................................................. 11 12. Utility Line Marker ............................................................................... 12 B.Sewer 13. Coatings/Epoxy ..................................................................................... 13 14. Coatings/Polyurethane .......................................................................... 14 15. Combination Air Valves ....................................................................... 15 16. Pipes/Concrete ...................................................................................... 16 17. Pipe Enlargement System (Method) ..................................................... 17 18. Pipes/Fiberglass Reinforced Pipe ......................................................... 18 19. Pipes/HDPE .......................................................................................... 19 20. Pipes/PVC (Pressure Sewer) ................................................................. 20 21. Pipes/PVC* ........................................................................................... 21 22. Pipes/Rehab/CIPP ................................................................................. 22 23. Pipes/Rehab/Fold & Form .................................................................... 23 24. Pipes/Open Profile Large Diameter ...................................................... 24 C.Water 25. Appurtenances ....................................................................................... 25 26. Bolts, Nuts, and Gaskets ....................................................................... 26 27. Combination Air Release Valve ........................................................... 27 28. Dry Barrel Fire Hydrants ...................................................................... 28 29. Meters ................................................................................................... 29 30. Pipes/PVC (Pressure Water) ................................................................. 30 31. Pipes/Valves & Fittings/Ductile Iron Fittings ....................................... 31 32. Pipes/Valves & Fittings/Resilient Seated Gate Valve .......................... 32 33. Pipes/Valves & Fittings/Rubber Seated Butterfly Valve ...................... 33 34. Polyethylene Encasement ..................................................................... 34 35. Sampling Stations ................................................................................. 35 36. Automatic Flusher ................................................................................. 36 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeWater & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/16)07/23/97 33 05 13 Urethane Hydrophilic WaterstopAsahi Kogyo K.K.Adeka Ultra-Seal P-201ASTM D2240/D412/D79204/26/00 33 05 13 Offset Joint for 4' Diam. MHHanson Concrete ProductsDrawing No. 35-0048-00104/26/00 33 05 13 Profile Gasket for 4' Diam. MH.Press-Seal Gasket Corp.250-4G GasketASTM C-443/C-361SS MH1/26/99 33 05 13 HDPE Manhole Adjustment RingsLadtech, IncHDPE Adjustment RingNon-traffic area5/13/05 33 05 13 Manhole External WrapCanusa - CPSWrapidSeal Manhole Encapsulation SystemCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.* From Original Standard Products ListClick to Return to the Table of Content1Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Water & Sewer - Manholes & Bases/Fiberglass 33-39-13 (1/8/13)1/26/99 33 39 13 Fiberglass ManholeFluid Containment, Inc.FlowtiteASTM 3753Non-traffic area08/30/06 33 39 13 Fiberglass ManholeL.F. ManufacturingNon-traffic area* From Original Standard Products ListClick to Return to the Table of Content2Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Water & Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16)*33 05 13 Manhole Frames and CoversWestern Iron Works, Bass & Hays Foundry100124"x40" WD* From Original Standard Products ListClick to Return to the Table of Content3Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16)*33 05 13 Manhole Frames and CoversWestern Iron Works, Bass & Hays Foundry3002424" Dia.*33 05 13 Manhole Frames and CoversMcKinley Iron Works Inc.A 24 AM24" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryR-1272ASTM A48 & AASHTO M30624" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryR- 165-LM (Hinged)ASTM A48 & AASHTO M30624" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryNF 1274ASTM A48 & AASHTO M30630" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryR-1743-LM (Hinged)ASTM A48 & AASHTO M30630" dia.33 05 13 Manhole Frames and CoversSigma CorporationMH-144N33 05 13 Manhole Frames and CoversSigma CorporationMH-143N33 05 13 Manhole Frames and CoversPont-A-MoussonGTS-STD24" dia.33 05 13 Manhole Frames and CoversNeenah Casting24" dia.10/31/06 33 05 13 Manhole Frames and Covers (Hinged)PowersealHinged Ductile Iron Manhole ASTM A53624" Dia.7/25/03 33 05 13 Manhole Frames and CoversSaint-Gobain Pipelines (Pamrex/rexus)RE32-R8FS30" Dia.01/31/06 33 05 1330" Dia. MH Ring and CoverEast Jordan Iron WorksV1432-2 and V1483 DesignsAASHTO M306-0430" Dia.11/02/10 33 05 1330" Dia. MH Ring and CoverSigma CorporationMH1651FWN & MH1650230" Dia07/19/11 33 05 1330" Dia. MH Ring and CoverStar Pipe ProductsMH32FTWSS-DC 30" Dia08/10/11 33 05 1330" Dia. MH Ring and CoverAccucast220700 Heavy Duty with Gasket Ring30" Dia10/14/13 33 05 1330" Dia. MH Ring and Cover (Hinged & Lockable)East Jordan Iron Works 30" ERGO XL Assembly with Cam Lock/MPIC/T-Gasket ASSHTO M105 & ASTM A53630" Dia06/01/17 34 05 1330" Dia. MH Ring and Cover (Hinged & Lockable) CISIP Industries2280 (32")ASTM A 4830" Dia.09/16/19 33 05 13.1030" Dia. MH Ring and Cover Composite Access Products, L.P.CAP-ONE-30-FTW, Composite, w/ Lock w/o Hing30" Dia.* From Original Standard Products ListClick to Return to the Table of Content4Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/16)*33 05 13 Manhole Frames and CoversPont-A-MoussonPamtight24" Dia.*33 05 13 Manhole Frames and CoversNeenah Casting24" Dia.*33 05 13 Manhole Frames and CoversWestern Iron Works,Bass & Hays Foundry300-24P24" Dia.*33 05 13 Manhole Frames and CoversMcKinley Iron Works Inc.WPA24AM24" Dia.03/08/00 33 05 13 Manhole Frames and CoversAccucastRC-2100ASTM A 4824" Dia.04/20/01 33 05 13 Manhole Frames and Covers(SIP)Serampore Industries Private Ltd.300-24-23.75 Ring and CoverASTM A 4824" Dia.* From Original Standard Products ListClick to Return to the Table of Content5Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Water & Sewer - Manholes & Bases/Precast Concrete (Rev 1/8/13)*33 39 10 Manhole, Precast ConcreteHydro Conduit CorpSPL Item #49ASTM C 47848"*33 39 10 Manhole, Precast ConcreteWall Concrete Pipe Co. Inc.ASTM C-44348"09/23/96 33 39 10 Manhole, Precast ConcreteConcrete Product Inc.48" I.D. Manhole w/ 32" ConeASTM C 47848" w/32" cone05/08/18 33 39 10 Manhole, Precast ConcreteThe Turner Company48", 60" I.D. Manhole w/ 32" ConeASTM C 47848", 60"10/27/06 33 39 10 Manhole, Precast ConcreteOldcastle Precast Inc.48" I.D. Manhole w/ 24" ConeASTM C 47848" Diam w 24" Ring06/09/10 33 39 10 Manhole, Precast (Reinforce Polymer)ConcreteUS Composite PipeReinforced Polymer Concrete ASTM C-7648" to 72"09/06/19 33 39 20 Manhole, Precast ConcreteForterra Pipe and Precast60" & 72" I.D. Manhole w/32" ConeASTM C-7660" & 72"* From Original Standard Products ListClick to Return to the Table of Content6Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Water & Sewer - Manholes & Bases/Rehab Systems/Cementitious*E1-14 Manhole Rehab SystemsQuadex04/23/01E1-14 Manhole Rehab SystemsStandard Cement Materials, Inc.Reliner MSPE1-14 Manhole Rehab SystemsAP/M Permaform4/20/01E1-14 Manhole Rehab SystemStrong CompanyStrong Seal MS2A Rehab System5/12/03E1-14 Manhole Rehab System (Liner)Poly-triplex TechnologiesMH repair product to stop infiltrationASTM D581308/30/06General Concrete RepairFlexKrete TechnologiesVinyl Polyester Repair ProductMisc. Use* From Original Standard Products ListClick to Return to the Table of Content7Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Water & Sewer - Manholes & Bases/Rehab Systems/NonCementitious05/20/96E1-14 Manhole Rehab SystemsSprayroq, Spray Wall Polyurethane CoatingASTM D639/D790*E1-14 Manhole Rehab SystemsSun Coast12/14/01Coating for Corrosion protection(Exterior)ERTECHSeries 20230 and 2100 (Asphatic Emulsion)For Exterior Coating of Concrete Structures Only01/31/06Coatings for Corrosion ProtectionChestertonArc 791, S1HB, S1, S2Acid Resistance TestSewer Applications8/28/2006Coatings for Corrosion ProtectionWarren EnvironmentalS-301 and M-301Sewer Applications08/30/06Coatings for Corrosion ProtectionCitadelSLS-30 Solids EpoxySewer Applications03/19/1833 05 16, 33 39 10, 33 39 20 Coating for Corrosion protection(Exterior)Sherwin WilliamsRR&C Dampproofing Non-Fibered Spray Grade (Asphatic Emulsion)For Exterior Coating of Concrete Structures Only* From Original Standard Products ListClick to Return to the Table of Content8Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Water & Sewer - Manhole Inserts - Field Operations Use Only (Rev 2/3/16)*33 05 13 Manhole InsertKnutson EnterprisesMade to Order - PlasticASTM D 1248For 24" dia.*33 05 13 Manhole InsertSouth Western PackagingMade to Order - PlasticASTM D 1248For 24" dia.*33 05 13 Manhole InsertNoflow-InflowMade to Order - PlasticASTM D 1248For 24" dia.09/23/96 33 05 13 Manhole InsertSouthwestern Packing & Seals, Inc.LifeSaver - Stainless SteelFor 24" dia.09/23/96 33 05 13 Manhole InsertSouthwestern Packing & Seals, Inc.TetherLok - Stainless SteelFor 24" dia* From Original Standard Products ListClick to Return to the Table of Content9Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Water & Sewer - Pipe Casing Spacers 33-05-24 (07/01/13)11/04/02Steel Band Casing SpacersAdvanced Products and Systems, Inc.Carbon Steel Spacers, Model SI02/02/93Stainless Steel Casing SpacerAdvanced Products and Systems, Inc.Stainless Steel Spacer, Model SSI04/22/87Casing SpacersCascade Waterworks ManufacturingCasing Spacers09/14/10Stainless Steel Casing SpacerPipeline Seal and InsulatorStainless Steel Casing SpacerUp to 48"09/14/10Coated Steel Casin SpacersPipeline Seal and InsulatorCoated Steel Casin SpacersUp to 48" 05/10/11Stainless Steel Casing SpacerPowerseal4810 PowerchockUp to 48"03/19/18Casing SpacersBWMSS-12 Casing Spacer(Stainless Steel)03/19/18Casing SpacersBWMFB-12 Casing Spacer (Coated Carbon Steel) for Non_pressure Pipe and Grouted Casing* From Original Standard Products ListClick to Return to the Table of Content10Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Water & Sewer - Pipes/Ductile Iron 33-11-10(1/8/13)*33 11 10 Ductile Iron PipeGriffin Pipe Products, Co.Super Bell-Tite Ductile Iron Pressure Pipe, AWWA C150, C1513" thru 24"08/24/18 33 11 10 Ductile Iron PipeAmerican Ductile Iron Pipe Co.American Fastite Pipe (Bell Spigot)AWWA C150, C1514" thru 30"08/24/18 33 11 10 Ductile Iron PipeAmerican Ductile Iron Pipe Co.American Flex Ring (Restrained Joint)AWWA C150, C1514" thru 30"*33 11 10 Ductile Iron PipeU.S. Pipe and Foundry Co.AWWA C150, C151*33 11 10 Ductile Iron PipeMcWane Cast Iron Pipe Co.AWWA C150, C151* From Original Standard Products ListClick to Return to the Table of Content11Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Water & Sewer - Utility Line Marker (08/24/2018)* From Original Standard Products ListClick to Return to the Table of Content12Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Sewer - Coatings/Epoxy 33-39-60 (01/08/13)02/25/02Epoxy Lining SystemSauereisen, IncSewerGard 210RSLA County #210-1.3312/14/01Epoxy Lining SystemErtech Technical CoatingsErtech 2030 and 2100 Series04/14/05Interior Ductile Iron Pipe CoatingInduronProtecto 401ASTM B-117Ductile Iron Pipe Only01/31/06Coatings for Corrosion ProtectionChestertonArc 791, S1HB, S1, S2Acid Resistance TestSewer Applications8/28/2006Coatings for Corrosion ProtectionWarren EnvironmentalS-301 and M-301Sewer Applications* From Original Standard Products ListClick to Return to the Table of Content13Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Sewer - Coatings/Polyurethane* From Original Standard Products ListClick to Return to the Table of Content14Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Sewer - Combination Air Valves 05/25/18 33-31-70 Air Release ValveA.R.I. USA, Inc.D025LTP02(Composite Body)2"* From Original Standard Products ListClick to Return to the Table of Content15Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Sewer - Pipes/Concrete*E1-04 Conc. Pipe, ReinforcedWall Concrete Pipe Co. Inc.ASTM C 76*E1-04 Conc. Pipe, ReinforcedHydro Conduit CorporationClass III T&G, SPL Item #77ASTM C 76*E1-04 Conc. Pipe, ReinforcedHanson Concrete ProductsSPL Item #95-Manhole, #98- PipeASTM C 76*E1-04 Conc. Pipe, ReinforcedConcrete Pipe & Products Co. Inc.ASTM C 76* From Original Standard Products ListClick to Return to the Table of Content16Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Sewer - Pipe Enlargment System (Method)33-31-23 (01/18/13)PIM SystemPIM CorporationPolyethylenePIM Corp., Piscata Way, N.J. Approved PreviouslyMcConnell SystemsMcLat ConstructionPolyethyleneHouston, TexasApproved PreviouslyTRS SystemsTrenchless Replacement SystemPolyethyleneCalgary, CanadaApproved Previously* From Original Standard Products ListClick to Return to the Table of Content17Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Sewer - Pipe/Fiberglass Reinforced Pipe 33-31-13(1/8/13)7/21/97 33 31 13 Cent. Cast FiberglassHobas Pipe USA, Inc.Hobas Pipe (Non-Pressure)ASTM D3262/D375403/22/10 33 31 13 Fiberglass PipeAmeronBondstrand RPMP PipeASTM D3262/D375410/30/03Glass-Fiber Reinforced Polymer PipeThompson Pipe GroupFlowtiteASTM D3262/D37544/14/05Polymer Modified Concrete PipeAmitech USAMeyer Polycrete PipeASTM C33, A276, F4778" to 102", Class V06/09/10E1-9 Reinforced Polymer Concrete PipeUS Composite PipeReinforced Polymer Concrete PipeASTM C-76* From Original Standard Products ListClick to Return to the Table of Content18Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Sewer - Pipes/HDPE 33-31-23(1/8/13)*High-density polyethylene pipePhillips Driscopipe, Inc.Opticore Ductile Polyethylene PipeASTM D 12488"*High-density polyethylene pipePlexco Inc.ASTM D 12488"*High-density polyethylene pipePolly Pipe, Inc.ASTM D 12488"High-density polyethylene pipeCSR Hydro Conduit/Pipeline SystemsMcConnell Pipe EnlargementASTM D 1248* From Original Standard Products ListClick to Return to the Table of Content19Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Sewer - Pipes/PVC (Pressure Sewer) 33-11-12 (4/1/13)12/02/11 33-11-12 DR-14 PVC Pressure PipePipelife JetstreamPVC Pressure PipeAWWA C9004" thru 12"10/22/14 33-11-12 DR-14 PVC Pressure PipeRoyal Building ProductsRoyal Seal PVC Pressure PipeAWWA C9004" thru 12"* From Original Standard Products ListClick to Return to the Table of Content20Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Sewer - Pipes/PVC* 33-31-20 (7/1/13)*33-31-20 PVC Sewer PipeJ-M Manufacturing Co., Inc. (JM Eagle)SDR-26ASTM D 30344" - 15"12/23/97* 33-31-20 PVC Sewer PipeDiamond Plastics CorporationSDR-26ASTM D 30344" thru 15"*33-31-20 PVC Sewer PipeLamson Vylon PipeASTM F 7894" thru 15"01/18/18 33-31-20 PVC Sewer PipeVinyltech PVC PipeGravity SewerASTM D30344" thru 15"11/11/98 33-31-20 PVC Sewer PipeDiamond Plastics Corporation "S" Gravity Sewer PipeASTM F 67918" to 27"*33-31-20 PVC Sewer PipeJ-M Manufacturing Co, Inc. (JM Eagle)SDR 26/35 PS 115/46ASTM F 67918" - 27"09/11/12 33-31-20 PVC Sewer PipePipelife Jet StreamSDR-26 and SDR-35ASTM F-67918"05/06/0533-31-20PVC Solid Wall PipeDiamond Plastics CorporationSDR 26/35 PS 115/46ASTM F-67918" to 48"04/27/0633-31-20PVC Sewer Fittings HarcoSDR-26 and SDR-35 Gasket Fittings ASTM D-3034, D-1784, etc4" - 15"*33-31-20PVC Sewer FittingsPlastic Trends, In.cGasketed PVC Sewer Main FittingsASTM D 30343/19/2018 33 31 20 PVC Sewer PipePipelife Jet StreamSDR 35ASTM F67918"- 24"3/19/2018 33 31 20 PVC Sewer PipePipelife Jet StreamSDR 26ASTM D30344"- 15"3/29/2019 33 31 20Gasketed Fittings (PVC)GPK Products, Inc.SDR 26ASTM D3034/F-6794"- 15"10/21/2020 33 31 20 PVC Sewer PipeNAPCOSDR 26ASTM D30344" - 15"10/22/2020 33 31 20 PVC Sewer PipeSanderson Pipe Corp.SDR 26ASTM D30344"- 15"10/21/2020 33 31 20 PVC Sewer PipeNAPCOSDR 26/35 PS 115/46ASTM F-67918"- 36"* From Original Standard Products ListClick to Return to the Table of Content21Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Sewer - Pipes/Rehab/CIPP 33-31-12 (01/18/13)*Cured in Place PipeInsituform Texark, IncASTM F 121605/03/99Cured in Place PipeNational Envirotech GroupNational Liner, (SPL) Item #27ASTM F-1216/D-581305/29/96Cured in Place PipeReynolds Inc/Inliner Technolgy (Inliner USA)Inliner TechnologyASTM F 1216* From Original Standard Products ListClick to Return to the Table of Content22Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Sewer - Pipes/Rehab/Fold & Form*Fold and Form PipeCullum Pipe Systems, Inc.11/03/98Fold and Form PipeInsituform Technologies, Inc.Insituform "NuPIpe"ASTM F-1504Fold and Form PipeAmerican Pipe & Plastics, Inc.Demo. Purpose Only12/04/00Fold and Form PipeUltralinerUltraliner PVC Alloy PipelinerASTM F-1504, 1871, 186706/09/03Fold and Form PipeMiller Pipeline Corp.EX MethodASTM F-1504, F-1947Up to 18" diameter* From Original Standard Products ListClick to Return to the Table of Content23Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Sewer - Pipes/Open Profile Large Diameter09/26/91 E100-2 PVC Sewer Pipe, RibbedLamson Vylon PipeCarlon Vylon H.C. Closed Profile Pipe,ASTM F 67918" to 48"09/26/91 E100-2 PVC Sewer Pipe, RibbedExtrusion Technologies, Inc.Ultra-Rib Open Profile Sewer PipeASTM F 67918" to 48"E100-2 PVC Sewer Pipe, RibbedUponor ETI Company11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Double WallAdvanced Drainage Systems (ADS) SaniTite HP Double Wall (Corrugated)ASTM F 273624"-30"11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Triple WallAdvanced Drainage Systems (ADS)SaniTite HP Triple Wall PipeASTM F 276430" to 60"05/16/11Steel Reinforced Polyethylene PipeConTech Construction ProductsDurmaxxASTM F 256224" to 72"* From Original Standard Products ListClick to Return to the Table of Content24Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Water - Appurtenances 33-12-10 (07/01/13)01/18/18 33-12-10 Double Strap SaddleRomac202NS Nylon CoatedAWWA C8001"-2" SVC, up to 24" Pipe08/28/02Double Strap SaddleSmith Blair #317 Nylon Coated Double Strap Saddle07/23/12 33-12-10 Double Strap Service SaddleMueller CompanyDR2S Double (SS) Strap DI SaddleAWWA C8001"-2" SVC, up to 24" Pipe10/27/87Curb Stops-Ball Meter ValvesMcDonald6100M,6100MT & 610MT 3/4" and 1"10/27/87Curb Stops-Ball Meter ValvesMcDonald4603B, 4604B, 6100M, 6100TM and 6101M 1½" and 2"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesFord Meter Box Co., Inc.FB600-7NL, FB1600-7-NL, FV23-777-W-NL, L22-77NLAWWA C8002"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesFord Meter Box Co., Inc.FB600-6-NL, FB1600-6-NL, FV23-666-W-NL, L22-66NLAWWA C8001-1/2"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesFord Meter Box Co., Inc.FB600-4-NL, FB1600-4-NL, B11-444-WR-NL, B22444-WR-NL, L28-44NLAWWA C8001"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesMueller Co., Ltd.B-25000N, B-24277N-3, B-20200N-3, H-15000N, , H-1552N, H142276NAWWA C800, ANSF 61, ANSI/NSF 3722"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesMueller Co., Ltd.B-25000N, B-20200N-3, B-24277N-3,H-15000N, H-14276N, H-15525NAWWA C800, ANSF 61, ANSI/NSF 3721-1/2"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesMueller Co., Ltd.B-25000N, B-20200N-3,H-15000N, H-15530NAWWA C800, ANSF 61, ANSI/NSF 3721"01/26/00Coated Tapping Saddle with Double SS StrapsJCM Industries, Inc.#406 Double Band SS Saddle1"-2" Taps on up to 12" 0/5/21/12 33-12-25 Tapping Sleeve (Coated Steel)JCM Industries, Inc.412 Tapping Sleeve ESSAWWA C-223Up to 30" w/12" Out05/10/11Tapping Sleeve (Stainless Steel)Powerseal3490AS (Flange) & 3490MJ4"-8" and 16"02/29/12 33-12-25 Tapping Sleeve (Coated Steel)RomacFTS 240AWWA C-223U p to 42" w/24" Out02/29/12 33-12-25 Tapping Sleeve (Stainless Steel)RomacSST Stainless SteelAWWA C-223Up to 24" w/12" Out02/29/12 33-12-25 Tapping Sleeve (Stainless Steel)RomacSST III Stainless SteelAWWA C-223Up to 30" w/12" Out05/10/11Joint Repair ClampPowerseal3232 Bell Joint Repair Clamp4" to 30"Plastic Meter Box w/Composite LidDFW Plastics Inc.DFW37C-12-1EPAF FTWPlastic Meter Box w/Composite LidDFW Plastics Inc.DFW39C-12-1EPAF FTW08/30/06Plastic Meter Box w/Composite LidDFW Plastics Inc.DFW65C-14-1EPAF FTWClass "A"Concrete Meter BoxBass & HaysCMB37-B12 1118 LID-9Concrete Meter BoxBass & HaysCMB-18-Dual 1416 LID-9Concrete Meter BoxBass & HaysCMB65-B65 1527 LID-9* From Original Standard Products ListClick to Return to the Table of Content25Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Water - Bolts, Nuts, and Gaskets 33-11-05 (01/08/13)* From Original Standard Products ListClick to Return to the Table of Content26Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Water - Combination Air Release 33-31-70 (01/08/13)*E1-11 Combination Air Release ValveGA Industries, Inc.Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A 240 - float, ASTM A 307 - Cover Bolts1" & 2"*E1-11 Combination Air Release ValveMultiplex Manufacturing Co.Crispin Air and Vacuum Valves, Model No. 1/2", 1" & 2"*E1-11 Combination Air Release ValveValve and Primer Corp.APCO #143C, #145C and #147C1", 2" & 3"* From Original Standard Products ListClick to Return to the Table of Content27Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Water - Dry Barrel Fire Hydrants 33-12-40 (01/15/14)10/01/87 E-1-12 Dry Barrel Fire HydrantAmerican-Darling ValveDrawing Nos. 90-18608, 94-18560AWWA C-50203/31/88 E-1-12 Dry Barrel Fire HydrantAmerican Darling ValveShop Drawing No. 94-18791 AWWA C-50209/30/87 E-1-12 Dry Barrel Fire HydrantClow CorporationShop Drawing No. D-19895AWWA C-50201/12/93 E-1-12 Dry Barrel Fire HydrantAmerican AVK CompanyModel 2700AWWA C-50208/24/88 E-1-12 Dry Barrel Fire HydrantClow CorporationDrawings D20435, D20436, B20506AWWA C-502E-1-12 Dry Barrel Fire HydrantITT Kennedy ValveShop Drawing No. D-80783FWAWWA C-50209/24/87 E-1-12 Dry Barrel Fire HydrantM&H Valve CompanyShop Drawing No. 13476AWWA C-50210/14/87 E-1-12 Dry Barrel Fire HydrantMueller CompanyShop Drawings No. 6461 A-423 CenturionAWWA C-50201/15/88E1-12 Dry Barrel Fire HydrantMueller CompanyShop Drawing FH-12A-423 Super Centurion 200AWWA C-50210/09/87 E-1-12 Dry Barrel Fire HydrantU.S. Pipe & FoundryShop Drawing No. 960250AWWA C-50209/16/87 E-1-12 Dry Barrel Fire HydrantWaterous CompanyShop Drawing No. SK740803AWWA C-50208/12/16 33-12-40 Dry Barrel Fire HydrantEJ (East Jordan Iron Works)WaterMaster 5CD250* From Original Standard Products ListClick to Return to the Table of Content28Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Water - Meters02/05/93 E101-5 Detector Check MeterAmes CompanyModel 1000 Detector Check ValveAWWA C5504" - 10"08/05/04Magnetic Drive Vertical TurbineHerseyMagnetic Drive VerticalAWWA C701, Class 13/4" - 6"* From Original Standard Products ListClick to Return to the Table of Content29Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Water - Pipes/PVC (Pressure Water) 33-31-70 (01/08/13)01/18/18 33-11-12 PVC Pressure PipeVinyltech PVC PipeAWWA C900, AWWA C605, ASTM D17844"-12"3/19/2018 33 11 12 PVC Pressure PipePipelife Jet StreamDR14AWWA C9004"-12"3/19/2018 33 11 12 PVC Pressure PipePipelife Jet StreamDR18AWWA C90016"-24"5/25/2018 33 11 12 PVC Pressure PipeDiamond Plastics CorporationDR 14AWWA C9004"-12"5/25/2018 33 11 12 PVC Pressure PipeDiamond Plastics CorporationTrans 21, DR 14, DR 18AWWA C90016"-24"12/6/2018 33 11 12 PVC Pressure PipeJ-M Manifacturing Co., Inc d/b/a JM EagleDR 14"Blue Brute"AWWA C900-16UL 1285ANSI/NSF 61FM 16124"-12"12/6/2018 33 11 12 PVC Pressure PipeJ-M Manifacturing Co., Inc d/b/a JM EagleDR 18"Blue Brute"AWWA C900-16UL 1285ANSI/NSF 61FM 161216"-24"9/6/2019 33 11 12 PVC Pressure PipeUnderground Solutions Inc.DR14 Fusible PVCAWWA C9004" - 8"9/6/2019 33 11 12 PVC Pressure PipeNAPCODR18AWWA C90016" - 24"9/6/2019 33 11 12 PVC Pressure PipeNAPCODR14AWWA C9004"- 12"9/6/2019 33 11 12 PVC Pressure PipeSanderson Pipe Corp.DR14AWWA C9004"- 12"* From Original Standard Products ListClick to Return to the Table of Content30Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Water - Pipes/Valves & Fittings/Ductile Iron Fittings 33-11-11 (01/08/13)07/23/92E1-07 Ductile Iron FittingsStar Pipe Products, Inc.Mechanical Joint FittingsAWWA C153 & C110*E1-07 Ductile Iron FittingsGriffin Pipe Products, Co.Mechanical Joint FittingsAWWA C 110*E1-07 Ductile Iron FittingsMcWane/Tyler Pipe/ Union Utilities DivisionMechanical Joint Fittings, SSB Class 350AWWA C 153, C 110, C 11108/11/98E1-07 Ductile Iron FittingsSigma, Co.Mechanical Joint Fittings, SSB Class 351AWWA C 153, C 110, C 11202/26/14E1-07 MJ FittingsAccucastClass 350 C-153 MJ FittingsAWWA C1534"-12"05/14/98E1-07 Ductile Iron Joint RestraintsFord Meter Box Co./Uni-FlangeUni-Flange Series 1400 AWWA C111/C1534" to 36"05/14/98E1-24 PVC Joint RestraintsFord Meter Box Co./Uni-FlangeUni-Flange Series 1500 Circle-LockAWWA C111/C1534" to 24" 11/09/04E1-07 Ductile Iron Joint RestraintsOne Bolt, Inc.One Bolt Restrained Joint FittingAWWA C111/C116/C1534" to 12"02/29/12 33-11-11 Ductile Iron Pipe Mechanical Joint RestraintEBAA Iron, Inc.Megalug Series 1100 (for DI Pipe)AWWA C111/C116/C1534" to 42"02/29/12 33-11-11 PVC Pipe Mechanical Joint RestraintEBAA Iron, Inc.Megalug Series 2000 (for PVC Pipe)AWWA C111/C116/C1534" to 24"08/05/04E1-07 Mechanical Joint Retainer Glands(PVC)Sigma, Co.Sigma One-Lok SLC4 - SLC10AWWA C111/C1534" to 10"03/06/19 33-11-11 Mechanical Joint Retainer Glands(PVC)Sigma, Co.Sigma One-Lok SLCS4 - SLCS12AWWA C111/C1534" to 12"08/05/04E1-07 Mechanical Joint Retainer Glands(PVC)Sigma, Co.Sigma One-Lok SLCEAWWA C111/C15312" to 24"08/10/98E1-07 MJ Fittings(DIP)Sigma, Co.Sigma One-Lok SLDEAWWA C1534" - 24"10/12/10E1-24 Interior Restrained Joint SystemS & B Techncial ProductsBulldog System ( Diamond Lok 21 & JM Eagle ASTM F-16244" to 12"08/16/06E1-07 Mechanical Joint FittingsSIP Industries(Serampore)Mechanical Joint FittingsAWWA C1534" to 24"11/07/16 33-11-11 Mechanical Joint Retainer GlandsStar Pipe Products, Inc.PVC Stargrip Series 4000ASTM A536 AWWA C11111/07/16 33-11-11 Mechanical Joint Retainer GlandsStar Pipe Products, Inc.DIP Stargrip Series 3000ASTM A536 AWWA C11103/19/18 33-11-11 Mechanical Joint Retainer GlandsSIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Black For DIPASTM A536 AWWA C1113"-48"03/19/18 33-11-11 Mechanical Joint Retainer GlandsSIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Red for C900 DR14 PVC PipeASTM A536 AWWA C1114"-12"03/19/18 33-11-11 Mechanical Joint Retainer GlandsSIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Red for C900 DR18 PVC PipeASTM A536 AWWA C11116"-24"* From Original Standard Products ListClick to Return to the Table of Content31Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Water - Pipes/Valves & Fittings/Resilient Seated Gate Valve* 33-12-20 (05/13/15)Resilient Wedged Gate Valve w/no GearsAmerican Flow ControlSeries 2500 Drawing # 94-2024716"12/13/02Resilient Wedge Gate ValveAmerican Flow ControlSeries 2530 and Series 2536AWWA C51530" and 36"08/31/99Resilient Wedge Gate ValveAmerican Flow ControlSeries 2520 & 2524 (SD 94-20255)AWWA C51520" and 24"05/18/99Resilient Wedge Gate ValveAmerican Flow ControlSeries 2516 (SD 94-20247)AWWA C51516"10/24/00E1-26 Resilient Wedge Gate ValveAmerican Flow ControlSeries 2500 (Ductile Iron)AWWA C5154" to 12"08/05/04Resilient Wedge Gate ValveAmerican Flow Control42" and 48" AFC 2500AWWA C51542" and 48"05/23/91E1-26 Resilient Wedge Gate ValveAmerican AVK CompanyAmerican AVK Resilient Seaded GVAWWA C5094" to 12"01/24/02E1-26 Resilient Wedge Gate ValveAmerican AVK Company20" and smaller*E1-26 Resilient Seated Gate ValveKennedy4" - 12"*E1-26 Resilient Seated Gate ValveM&H4" - 12"*E1-26 Resilient Seated Gate ValveMueller Co.4" - 12"11/08/99Resilient Wedge Gate Valve Mueller Co.Series A2361 (SD 6647)AWWA C51516"01/23/03Resilient Wedge Gate ValveMueller Co.Series A2360 for 18"-24" (SD 6709)AWWA C51524" and smaller05/13/05Resilient Wedge Gate ValveMueller Co.Mueller 30" & 36", C-515AWWA C51530" and 36"01/31/06Resilient Wedge Gate ValveMueller Co.Mueller 42" & 48", C-515AWWA C51542" and 48"01/28/88E1-26 Resilient Wedge Gate ValveClow Valve Co.AWWA C5094" - 12"10/04/94Resilient Wedge Gate ValveClow Valve Co.16" RS GV (SD D-20995)AWWA C51516"11/08/99E1-26 Resilient Wedge Gate ValveClow Valve Co.Clow RW Valve (SD D-21652)AWWA C51524" and smaller11/29/04Resilient Wedge Gate Valve Clow Valve Co.Clow 30" & 36" C-515AWWA C51530" and 36" (Note 3)11/30/12Resilient Wedge Gate ValveClow Valve Co.Clow Valve Model 2638AWWA C51524" to 48" (Note 3)05/08/91E1-26 Resilient Seated Gate ValveStockham Valves & FittingsAWWA C 509, ANSI 420 - stem, ASTM A 276 Type 304 - Bolts & nuts4" - 12"*E1-26 Resilient Seated Gate ValveU.S. Pipe and Foundry Co.Metroseal 250, requirements SPL #743" to 16"10/26/16 33-12-20 Resilient Seated Gate ValveEJ (East Jordan Iron Works)EJ FlowMaster Gate Valve & Boxes08/24/18Matco Gate Valve Matco-Norca225 MRAWWA/ANSI C115/An21.154" to 16"* From Original Standard Products ListClick to Return to the Table of Content32Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Water - Pipes/Valves & Fittings/Rubber Seated Butterfly Valve 33-12-21 (07/10/14)*E1-30 Rubber Seated Butterfly ValveHenry Pratt Co.AWWA C-50424"*E1-30 Rubber Seated Butterfly ValveMueller Co.AWWA C-50424"and smaller1/11/99E1-30 Rubber Seated Butterfly ValveDezurik Valves Co.AWWA C-50424" and larger06/12/03E1-30 Valmatic American Butterfly ValveValmatic Valve and Manufacturing Corp. Valmatic American Butterfly Valve.AWWA C-504Up to 84" diameter04/06/07E1-30 Rubber Seated Butterfly ValveM&H ValveM&H Style 4500 & 1450 AWWA C-50424" to 48"03/19/18 33 12 21 Rubber Seated Butterfly ValveG. A. Industries (Golden Anderson)AWWA C504 Butterfly ValveAWWA C-50430"-54"* From Original Standard Products ListClick to Return to the Table of Content33Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Water - Polyethylene Encasement 33-11-10 (01/08/13)05/12/05E1-13 Polyethylene EncasmentFlexsol PackagingFulton Enterprises AWWA C1058 mil LLD05/12/05E1-13 Polyethylene EncasmentMountain States Plastics (MSP) and AEP Ind.Standard HardwareAWWA C1058 mil LLD05/12/05E1-13 Polyethylene EncasmentAEP IndustriesBullstrong by Cowtown Bolt & GasketAWWA C1058 mil LLD09/06/19 33-11-11 Polyethylene EncasmentNorthtown Products Inc. PE Encasement fro DIPAWWA C1058 mil LLD* From Original Standard Products ListClick to Return to the Table of Content34Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Water - Sampling Station3/12/96Water Sampling StationWater PlusB20 Water Sampling Station* From Original Standard Products ListClick to Return to the Table of Content35Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Water - Automatic Flusher10/21/20Automated Flushing SystemMueller HydroguardHG6-A-IN-2-BRN-LPRR(Portable) HG2-A-IN--2-PVC-018-LPLG(Permanent)* From Original Standard Products ListClick to Return to the Table of Content36Updated: 10/21/2020