Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Contract 57774-PM1
FORT PROJECT MANUAL FOR THE CONSTRUCTION OF Landmark Fort Worth Dual Branded Hotel IPRC Record No. IPRC22-0004 City Project No. 103884 FID No. 30114-0200431-103884-E07685 File No. K-2887 X File No. X-27215 Mattie Parker 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 Winkelmann and Associates, Inc. 6750 Hillcrest Plaza Drive, Suite 215 Dallas, TX 75230 Phone: 972-490-7090 Texas Engineer's Firm Registration Number: 89 I*r WILUAIM IL 4 NKELAIANNs 12D378 1 01-11-2022 THE SEAL APPEARFNG ON IN'S DOCUMENT WAS AUTHORIZED BY MUTANT P. 1NNRELMAAN P.E. / 720378 CSC No. 57774-PM1 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX I 00 11 13 00 21 13 00 41 00 00 42 43 00 43 13 001511 00 45 12 00 45 13 00 45 26 00 15 10 00 52 43 00 61 25 00 62 13 00 62 14 00 62 19 00 72 00 00 73 00 00 73 10 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 of 8 SECTION 00 00 10 TABLE OF CONTENTS DEVELOPER AWARDED PROJECTS Division 00 - General Conditions Last Revised Invitation to Bidders 03/20/2020 Instructions to Bidders 03/20/2020 Bid Form 04/02/2011 Proposal Form Unit Price 05/22/2019 Bid Bond 04/02/2011 Bidders Prequalification's 01/02/2011 Prequalification Statement 09/01/2015 Bidder Prequalification Application 03/09/2020 Contractor Compliance with Workers' Compensation Law 04/02/2014 Minority Business Enterprise Goal 08/21/2018 Agreement 06/16/2016 Certificate of Insurance 07/01/2011 Performance Bond 01/31/2012 Payment Bond 01/31/2012 Maintenance Bond 01/31/2012 General Conditions 11/15/2017 Supplementary Conditions 07/01/2011 Standard City Conditions of the Construction Contract for Developer 01/10/2013 Awarded Projects 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 Meeting;, 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 (DAP MOD) Subsidiary 02/14/2018 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 CITY OF FORT WORTH Landmark Fort Worth Dual Branded Hotel STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103884 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 8 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents Date Division 02 - Existing Conditions 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 32 17 25 Curb Address Painting NONE 32 31 13 Chain Fences and Gates NONE 32 31 26 Wire Fences and Gates NONE CITY OF FORT WORTH Landmark Fort Worth Dual Branded Hotel STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103884 Revised March 20, 2020 32 31 29 32 32 13 32 91 19 32 92 13 32 93 43 Wood Fences and Gates Cast -in -Place Concrete Retaining Walls Topsoil Placement and Finishing of Parkways Hydro -Mulching, Seeding, and Sodding Trees and Shrubs Division 33 - Utilities 33 01 30 Sewer and Manhole Testing 33 01 31 Closed Circuit Television (CCTV) Inspection 33 03 10 Bypass Pumping of Existing Sewer Systems 33 04 10 Joint Bonding and Electrical Isolation 33 04 11 Corrosion Control Test Stations 33 04 12 Magnesium Anode Cathodic Protection System 33 04 30 Temporary Water Services 33 04 40 Cleaning and Acceptance Testing of Water Mains 33 04 50 Cleaning of Sewer Mains 33 05 10 Utility Trench Excavation, Embedment, and Backfill 33 05 12 Water Line Lowering 33 05 13 Frame, Cover and Grade Rings - Cast Iron 33 05 13.10 Frame, Cover and Grade Rings - Composite Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade 33 05 16 Concrete Water Vaults 33 05 17 Concrete Collars 33 05 20 Auger Boring 33 05 21 Tunnel Liner Plate 33 05 22 Steel Casing Pipe 33 05 23 Hand Tunneling 33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate 33 05 26 Utility Markers/Locators 33 05 30 Location of Existing Utilities 33 11 05 Bolts, Nuts, and Gaskets 33 11 10 Ductile Iron Pipe 33 11 11 Ductile Iron Fittings 33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe 33 11 13 Concrete Pressure Pipe, Bar -Wrapped, Steel Cylinder Type 33 11 14 Buried Steel Pipe and Fittings 33 11 15 Pre -Stressed Concrete Cylinder Pipe 33 12 10 Water Services 1-inch to 2-inch 33 12 11 Large Water Meters 33 12 20 Resilient Seated Gate Valve 33 12 21 AWWA Rubber -Seated Butterfly Valves 33 12 25 Connection to Existing Water Mains 33 12 30 Combination Air Valve Assemblies for Potable Water Systems 33 12 40 Fire Hydrants 33 12 50 Water Sample Stations 33 12 60 Standard Blow -off Valve Assembly 33 31 12 Cured in Place Pipe (CIPP) 33 31 13 Fiberglass Reinforced Pipe for Gravity Sanitary Sewers 33 05 14 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 8 NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE CITY OF FORT WORTH Landmark Fort Worth Dual Branded Hotel STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103884 Revised March 20, 2020 33 31 15 33 31 20 33 31 21 33 31 22 33 31 23 33 31 50 33 31 70 33 39 10 33 39 20 33 39 30 33 39 40 33 39 60 33 41 10 33 41 11 33 41 12 33 46 00 33 46 01 33 46 02 33 49 10 33 49 20 33 49 40 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 8 High Density Polyethylene (HDPE) Pipe for Sanitary Sewer NONE Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe NONE Polyvinyl Chloride (PVC) Closed Profile Gravity Sanitary Sewer NONE Pipe Sanitary Sewer Slip Lining NONE Sanitary Sewer Pipe Enlargement NONE Sanitary Sewer Service Connections and Service Line NONE Combination Air Valve for Sanitary Sewer Force Mains NONE Cast -in -Place Concrete Manholes NONE Precast Concrete Manholes NONE Fiberglass Manholes NONE Wastewater Access Chamber (WAC) NONE Epoxy Liners for Sanitary Sewer Structures NONE Reinforced Concrete Storm Sewer Pipe/Culverts NONE High Density Polyethylene (HDPE) Pipe for Storm Drain NONE Reinforced Polyethlene (SRPE) Pipe NONE Subdrainage NONE Slotted Storm Drains NONE Trench Drains NONE Cast -in -Place Manholes and Junction Boxes NONE Curb and Drop Inlets NONE 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 CITY OF FORT WORTH Landmark Fort Worth Dual Branded Hotel STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103884 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 5 of 8 Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's website at: http://fortworthtexas.2ov/tnw/contractors/ or httu s: //aups.fortworthtexas.2ov/Pro i ectResources/ 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 03 3A 13 03 34 16 03 80 00 Cast -In -Place Concrete 12/20/2012 Controlled Low Strength Material (CLSM) 12/20/2012 Concrete Base Material for Trench Repair 12/20/2012 Modifications to Existing Concrete Structures 12/20/2012 Division 26 - Electrical Common Work Results for Electrical 11/22/2013 Demolition for Electrical Systems 12/20/2012 Raceways and Boxes for Electrical Systems 12/20/2012 Underground Ducts and Raceways for Electrical Systems 07/01/2011 Communications Multi -Duct Conduit 02/26/2016 26 05 00 26 05 10 26 05 33 26 05 43 26 05 50 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 Gabion:, 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 Course) 12/20/2012 32 11 37 Liquid Treated Soil Stabilizer 08/21/2015 32 12 16 Asphalt Paving 12/20/2012 32 12 73 Ashalt Pkwing 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 32 13 73 Concrete Paving Joint Sealants 12/20/2012 CITY OF FORT WORTH Landmark Fort Worth Dual Branded Hotel STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103884 Revised March 20, 2020 32 11 16 32 16 13 32 17 23 32 17 25 32 31 13 32 31 26 32 31 29 32 32 13 32 91 19 32 92 13 32 93 43 Brick thiC1\iving Concrete Curb and Gutters and Valley Gutters Pavement Markings Curb Address Painting Chain Fences and Gates Wire Fences and Gates Wood Fences and Gates Cast in Place Concrete Retaining Walls Topsoil Placement and Finishing of Parkways Hydro -Mulching, Seeding, and Sodding Trees and Shrubs Division 33 - Utilities 33 01 30 33 01 31 33 03 10 33 04 10 33 04 11 33 01 12 33 01 30 33 04 40 33 04 50 33 05 10 33 05 12 33 05 13 33 05 13.10 33 05 14 33 05 16 33 05 17 33 05 20 33 05 21 33 05 22 33 05 23 33 05 21 33 05 26 33 05 30 33 11 05 33 11 10 33 11 11 33 11 12 3311 IK1 31111. 33 12 10 33 12 11 33 12 20 33 12 21 33 12 25 33 12 30 Sewer and Manhole Testing Closed C xiit 'Television (CCTV) Inspection Prypawlkiwir4 of Existing Sewer Systems Joint Bonding and Electrical Isolation Corrosion Control Test Stations Magnesium Anode Cathodic Protection System Temporary Water Services Cleaning and Acceptance Testing of Water Mains Cleaning of Sewer Mains Utility Trench Excavation, Embedment, and Backfill Water Line Lowering Frame, Cover and Grade Rings Cast Iron Frame, Cover and Grade Rings Cmozita Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade Concrete Water Vaults Concrete Collars Auger Boring Tur'rrci Lrrcr Plate Steel Ca irg Pipe, Hand Tunneling kztaalkation of Cwrkr Piro ill Casing or Tunnel Liner Plato Utility Markers/Locators Location of Existing Utilities Bolts, Nuts, and Gaskets Ducti e I,-o Pipe Ductile Iron Fittings Polyvinyl Chloride (PVC) Pressure Pipe Concrete Pressure Pipe, Bar Wrapped, Steel Cylinder Type Buried Steel Pipe and Fittings Water Services 1-inch to 2-inch Large Water Meters Resilient Seated Gate Valve AWWA Rubber Seated Butterfly Valves Connection to Existing Water Mains CotR31'AC.ldtion Air Valve Axeaml►1.ics for Potable Water Systems 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 6 of 8 12/20/2012 10/05/2016 11/22/2013 11 /04 /2013 12/20/2012 12/20/2012 12/20/2012 06/05/2018 12/20/2012 12/20/2012 12/20/2012 12/20/2012 03/03/2016 12/20/2012 12/20/2012 12/20/2012 12/20/2012 07/01/2011 02/06/2013 12/20/2012 12/12/2016 12/20/2012 01/22/2016 01/22/2016 12/20/2012 12/20/2012 12/20/2012 12/20/2012 12/20/2012 12/20/2012 12/20/2012 06/19/2013 12/20/2012 12/20/2012 12/20/2012 12/20/2012 12/20/2012 11/16/2018 12/20/2012 12/20/2012 02/14/2017 12/20/2012 12/20/2012 12/20/2012 02/06/2013 12/20/2012 CITY OF FORT WORTH Landmark Fort Worth Dual Branded Hotel STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103884 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 7 of 8 33 12 40 Fire Hydrants 01/03/2014 33 12 50 Watc\.c 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 ? P. 13 Fibc zl c Rcinforccd Pipc for Gravity Sanitary Sewers 12/20/2012 ? P. 15 High Density Polyethylene (IIDPE) Pipe4m,,Sanitzery 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 Emit,- Sewer 12/20/2012 Pipc 33 31 22 Sanitary Sewor Elie Lining 12/20/2012 33 31 23 Sanitary Sewer Pipo Enkrgomcnt 12/20/2012 33 31 50 Sanitary Sewer Scrvicc Conncctions and Scrvicc Line 04/26/2013 33 31 70 C01R31'iczation 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 Fibcrglaac Manholes 12/20/2012 33 39 40 Wastewater Access CiKmbor (WAC) 12/20/2012 33 39 60 Epoxy Liners fK Etrtiry Sewer Structures 12/20/2012 33 11 10 Reinforced Concrete Storm Sewer Pipe/Culverts 07/01/2011 33 11 11 High Density Polyethylene (MDPE) Pipc for Storm Drain 12/20/2012 33 41 12 Reinforced Polycthlcnc (SRPE) Pipe 11/13/2015 33 46 00 Subdrainagc 12/20/2012 33 46 01 Slotted Storm Dmi1 s 07/01/2011 33 16 02 Tfeficki Dming 07/01/2011 33 19 10 Cast in Place Manholes and Junction Boxes 12/20/2012 33 49 20 Curb and Drop Inlets 12/20/2012 33 49 40 & of D,arlage 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 31 11 10.03 Attachment C Software Specification 01/2012 31 11 11 Temporary Traffic Signals 11/22/2013 34 41 13 Removing Traffic Signals 12/20/2012 34 41 15 Rectangukl id Flashing Beacon 11/22/2013 34 41 16 Pcdeakszkxt hybrid Signal 11/22/2013 31 11 20 Roadway Ilkirsxxition Assemblies 12/20/2012 31 11 20.01 ArtopLiii LTD Roadway Tiaxiimirrs 06/15/2015 34 41 20.02 Freeway LED Roadway Da Iin6ca.s 06/15/2015 34 41 20.03 Residential LED Roadway Luminaires 06/15/2015 31 11 30 A1umy'- 11/12/2013 31 11 50 Single Mode Fiber Optic Cable 02/26/2016 34 71 13 Traffic Control 11/22/2013 CITY OF FORT WORTH Landmark Fort Worth Dual Branded Hotel STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103884 Revised March 20, 2020 Appendix GC-4.01 GC-4.02 GC 1.0'1 GC 4.06 GC 6.06.D GC 6.07 GC 6.0l0 GC-6,2-4 GR-01 60 00 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 8 of 8 Availability of Lands Subsurface and Physical Conditions U.kderground Facilities LL...zardou3 Environmental Condition at Site Minority and Women Owned Business Enterprise Compliance Wage Rates P rmits and Utilities NandiserirtiKan Product Requirements END OF SECTION CITY OF FORT WORTH Landmark Fort Worth Dual Branded Hotel STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103884 Revised March 20, 2020 00 42 43 DAP - BID PROPOSAL Page 1 of 5 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Bidlist Item) No. Project Item Information Bidder's Proposal Description Specification Unit of Bid Section No. Measure Quantity UNIT I: WATER IMPROVEMENTS Unit Price Bid Value 1 2 3311.0161 6" PVC Water Pipe 31 11 12 LF 8 65.00 520.00 3 3311.0261 8" PVC Water Pipe 33 11 12 LF 8 85.00 680.0 4 3312.0001 Fire Hydrant 33 12 40 EA 1 5400.00 5400.00 5 3312.2003 1" Water Service 33 12 10 EA 1 3750.00 3750.00 6 3312.2802 4" Water Meter and Vault 33 12 11 EA 1 2 8 5 5 0.01)28550. 0 q 7 3312.3105 12" Cut -in Gate Valve 33 12 20 EA 1 3650.00 3650.00 8 3312.0117 Connection to Existing 4"-12" Water Main 33 12 25 EA 2 650.00 1300.00 9 3471.0001 Traffic Control 34 71 13 MO 1 3350.00 3350.00 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 TOTAL UNIT I: WATER IMPROVEMENTS $ 4 7, 2 0 0. 0 0 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 00 42 43_Bid Proposal_DAP UNIT PRICE BID Bidlist Item) No. SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Project Item Information Description UNIT II: 1 0241.2102 6" Sewer Abandonment Plug 2 0241.2103 8" Sewer Abandonment Plug 3 0241.2001 Sanitary Line Grouting 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 00 42 43 DAP - BID PROPOSAL Page 2 of 5 Bidder's Application Specification Unit of Bid Section No. Measure Quantity SANITARY SEWER IMPROVEMENTS 02 41 14 EA 02 41 14 EA 02 41 14 CY Bidder's Proposal Unit Price I Bid Value 1 850.00 850.00 1 850.00 850.00 2255.00 510.00 TOTAL UNIT II: SANITARY SEWER IMPROVEMENTS $ 2 210 . 0 0 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 00 42 43_Bid Proposal_DAP 00 42 43 DAP - BID PROPOSAL Page 3 of 5 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Specification Unit of Bid Description Unit Price Bid Value No. Section No. Measure Quantity UNIT III: PAVING IMPROVEMENTS 1 3213.0101 6" Conc Pvmt 32 13 13 SY 99 8.00 792.00 2 3213.0506 Barrier Free Ramp, Type P-1 32 13 20 EA 2 1500.00 3000.00 3 0241.0100 Remove Sidewalk 02 41 13 SF 190 8.00 1520.00 4 DrivPwr3v Entrance 321320 SF 771 10.00 7710.00 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 TOTAL UNIT III: PAVING IMPROVEMENTS $13 , 0 2Z .00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 00 42 43_Bid Proposal_DAP 00 42 43 DAP - BID PROPOSAL Page 4 of 5 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item) No. Description Specification Unit of Bid Section No. Measure Quantity UNIT IV: STREET LIGHTING IMPROV MENTS 1 3441.3201 LED Lighting Fixture 34 41 20 EA 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 Unit Price I Bid Value 31500.00 4500.00 TOTAL UNIT IV: STREET LIGHTING IMPROVEMENTS $ 4500.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 00 42 43_Bid Proposal_DAP 00 42 43 DAP- BID PROPOSAL Page5oL5 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Bidlist Iteinn No.' Project Item Information Description ISpecification Section No. Bid Summary UNIT I: WATER IMPROVEMENTS UNIT II: SANITARY SEWER IMPROVEMENTS UNIT III: PAVING IMPROVEMENTS UNIT IV: STREET LIGHTING IMPROVEMENTS This Bid is submitted by the entity named below: BIDDER: LiteBox GC 6004 Riverside Dr. Irving, TX 75039 Contractor agrees to complete WORK for FINAL ACCEPTANCE within CONTRACT commences to run as provided in the General Conditions. Unit of Bid Measure Quantity Bidder's Proposal Unit Price Bid Value Total Construction Bid 151.'&6,, . 00 BY: Ritesh Patel TITLE: CailsYrae�jp�cs5% DATE: <in31iOI?,'YL- END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPr.CTFTCATTON DOCUMENTS - DRVRLOPTtR AWARDED PROJECTS Form Version May 22, 2019 6tt<-: working days after the date when the 00 42 43_Rid Proposal_DAP 00 45 12 DAP PREQUALIFICATION STATEMENT Page 1 of 1 SECTION 00 4512 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. In the "Maior Work Type" box provide the complete maior work type and actual description as provided by the Water Department for water and sewer and TPW for paving. Major Work Type Contractor/Subcontractor Company Name Prequalification Expiration Date Water New Development — New 8" PVC, x" service & Concrete & Steel Structures, LLC 1/31/24 meter vault, x" service with associated cut -in tees, valves, saddles, etc Street Light Improvements — Independent Utility Construction Inc. 2/27/25 Upgrade Luminaires to LED Concrete Paving — Drive LiveBoxGC, LLC Approach and P-1 ramps The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: LiveBox GC BY: Rit�es�h�Pattel 6004 Riverside Dr. "���,t l / Gam��%%� ✓ Irving, TX 75039 (Signature) TITLE: I'll C wt b ( r" DATE: V/Ol22 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION PREQUAUFICATION STATEMENT— DEVELOPER AWARDED PROJECTS 00 45 12_Prequalification Statement 2015_DAP Form Version September 1, 2015 FORT WORTH. February 27, 2023 Mr. Richard Wolfe, Jr. Independent Utility Construction, Inc. 5109 Sun Valley Drive Fort Worth, TX 76119 Re: City of Fort Worth Street Lighting Pre -Qualification Dear Mr. Wolfe: Please accept this letter as Independent Utility Construction, Inc. approval of pre -qualification for the installation of roadway and pedestrian lighting in the City of Fort Worth beginning today, February 27, 2023 through February 27, 2025. If you need additional information or have any questions, please contact me at 817-392-6573 or by email at Clint.Hoover@fortworthtexas.gov. Clint Hoover, P.E., S.E. Engineering Manager Transportation Management Division City of Fort Worth Transportation and Public Works Department Fort Worth AIIamedca Ciry 1964. 1993 . 2011 TRANSPORTATION AND PUBLIC WORKS DEPARTMENT TRAFFIC MANAGEMENT DIVISION THE CrrY OF FORT WORTH * 5001 JAMES AVENUE * FORT WORTH, TEXAS 76115 817-392-7738 * Fax 817-392-2533 0 Printed on recycled paper FORT WORTH® April 05, 2023 Mr. Val Meza Concrete & Steel Structures, LLC 709 Wyche Ct. Burleson, TX 76028 PREQUALIFICATION TO BID CITY OF FORT WORTH WATER DEPARTMENT PROJECTS Dear Mr. Meza: Thank you for your submittal of information and data toward prequalification to perform our work. We are pleased to advise that your prequalification has been finalized. A bid limit $447,881.60 has been established for your organization based on the financial data submitted. Your firm is prequalified to perform the following work: -- Wastewater Mains (8" only) for New Development using Open Cut construction methods -- Water Mains (8" only) for New Development using Open Cut construction methods -- Miscellaneous work restricted to Landmark Fort Worth Dual Brand, City Project No. 103884 The prequalification and bid limit established above will remain current through 1/31/2024 This date was established to be sixteen (16) months from the date of the most recent financial statement received, unless rescinded for cause. Should you desire prequalification in the future beyond the aforementioned, submittal of updated financials, work experience, and equipment list will be necessary for this department to establish a new bid limit. Please be advised that the plans and documents for the work to be performed must be submitted to and approved by the City of Fort Worth Water Department. We appreciate your interest in our work and should you have some question in this or other matters within our purview, please do not hesitate to contact Mr. John Kasavich at (817)392-8480 or Norma Sauceda at (817)392- 6055. Yours very tru y, ft Chris Harder, P.E. Water Director Fort Worth kering All -America City '1111' 1964 • 1993 • 2011 MAIL TO: John Kasavich, P.E. Fort Worth Water Department Engineering & Regulatory Services 200 Texas Street Fort Worth, TX 76102 WATER DEPARTMENT THE CITY OF FORT WORTH * 200 TEXAS STREET * FORT WORTH, TEXAS 76102 817-392-8240 * FAX 817-392-8195 C« Printed on recycled paper 00 45 26 -1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 2 1 SECTION 00 45 26 2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 3 4 Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it 5 provides worker's compensation insurance coverage for all of its employees employed on City 6 Project No. 103884. Contractor further certifies that, pursuant to Texas Labor Code, Section 7 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with 8 worker's compensation coverage. 9 10 CONTRACTOR: 11 12 LiveBox GC By: Ritesh Patel 13 Company (Please Print) 14 n , i ec4 15 6004 Riverside Drive Signature: n�`'✓ 16 Address 17 18 Irving, TX 75039 19 City/State/Zip 20 21 22 THE STATE OF TEXAS § 23 24 COUNTY OF TARRANT § 25 26 BEFORE ME, tht undersigned authority, on this day personally appeared 27 i 4- P s�, f'cti- L , known to me to be the person whose name is 28 subscribed to the foregoing instrument, and acknowledged to me that he/she executed the 29 same as the act and deed of for the purposes and 30 consideration therein expressed and in the capacity therein stated. 31 32 GIVEN UNDER,.i�„„MY HAND AND SEAL OF OFFICE this } C' �' clay of 33 C cJ L 34 35 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 2, 2014 Title: Construction Manager (Please Print) Patricia R Velez My Commission Expires 05/07/2022ID No 11717020 ov Landmark Fort Worth Dual Branded Hotel City Project No, 103884 004526-2 1 2 3 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 2 of 2 \ZO JC \ L l Notary Public in and for the State of'fe as 4 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 2, 2014 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 005243-1 1 2 SECTION 00 52 43 AGREEMENT Developer Awarded Project Agreement Page 1 of 6 3 THIS AGREEMENT, authorized on 3//o / 2c12 is made by and between the Developer, 4 (LANoMAL'-ir:- FRIct Uoitr DwiL- 60)Efl authorized to do business in Texas ("Developer") , and 5 LnvfgoX6(. uC }Writ , authorized to do 6 business in Texas, acting by and through its duly authorized representative, ("Contractor"). 7 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree 8 as follows: 9 Article 1. WORK 10 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 11 Project identified herein. 12 Article 2. PROJECT 13 The project for which the Work under the Contract Documents may be the whole or only a part 14 is generally described as follows: 15 Landmark Fort Worth Dual Branded Hotel 16 City Proiect No. 103884 17 Article 3. CONTRACT TIME 18 3.1 Time is of the essence. 19 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 20 Documents are of the essence to this Contract. 21 3.2 Final Acceptance. 22 The Work will be complete for Final Acceptance within b0 working days after the date 23 when the Contract Time commences to run as provided in Paragraph 12.04 of the 24 Standard City Conditions of the Construction Contract for Developer Awarded Projects. 25 3.3 Liquidated damages 26 Contractor recognizes that time is of the essence of this Agreement and that Developer 27 will suffer financial loss if the Work is not completed within the times specified in 28 Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 29 of the Standard City Conditions of the Construction Contract for Developer Awarded 30 Projects. The Contractor also recognizes the delays, expense and difficulties involved in CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised June 16, 2016 Landmark Fort Worth Dual Branded Hotel City Project No.103884 005243-2 Developer Awarded Project Agreement Page 2 of 6 31 proving in a legal proceeding the actual loss suffered by the Developer if the Work is not 32 completed on time. Accordingly, instead of requiring any such proof, Contractor agrees 33 that as liquidated damages for delay (but not as a penalty), Contractor shall pay 34 Developer < `Zzru ,.> Dollars ($J0,00 l for each day that 35 expires after the time specified in Paragraph 3.2 for Final Acceptance until the City 36 issues the Final Letter of Acceptance. 37 Article 4. CONTRACT PRICE 38 Developer agrees to pay Contractor for performance of the Work in accordance with the 39 Contract Documents an amount in current funds of 40 See Below Dollars ($ 66, 932. 00 ). Sixty —Six Thousand Nine Hundred Thirty —Two Dollars 00/100 Cents 41 Article 5. CONTRACT DOCUMENTS 42 5.1 CONTENTS: 43 A. The Contract Documents which comprise the entire agreement between Developer 44 and Contractor concerning the Work consist of the following: 45 1. This Agreement. 46 2. Attachments to this Agreement: 47 a. Bid Form (As provided by Developer) 48 1) Proposal Form (DAP Version) 49 2) Prequalification Statement 50 3) State and Federal documents (project specific) 51 b. Insurance ACORD Form(s) 52 c. Payment Bond (DAP Version) 53 d. Performance Bond (DAP Version) 54 e. Maintenance Bond (DAP Version) 55 f. Power of Attorney for the Bonds 56 g. Worker's Compensation Affidavit 57 h. MBE and/or SBE Commitment Form (If required) 58 3. Standard City General Conditions of the Construction Contract for Developer 59 Awarded Projects. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised June 16, 2016 Landmark Fort Worth Dual Branded Hotel City Project No.103884 005243-3 Developer Awarded Project Agreement Page 3 of 6 60 4. Supplementary Conditions. 61 5. Specifications specifically made a part of the Contract Documents by attachment 62 or, if not attached, as incorporated by reference and described in the Table of 63 Contents of the Project's Contract Documents. 64 6. Drawings. 65 7. Addenda. 66 8. Documentation submitted by Contractor prior to Notice of Award. 67 9. The following which may be delivered or issued after the Effective Date of the 68 Agreement and, if issued, become an incorporated part of the Contract 69 Documents: 70 a. Notice to Proceed. 71 b. Field Orders. 72 c. Change Orders. 73 d. Letter of Final Acceptance. 74 75 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS— DEVELOPER AWARDED PROJECTS Revised June 16, 2016 Landmark Fort Worth Dual Branded Hotel City Project No.103884 005243-4 Developer Awarded Project Agreement Page 4 of 6 76 Article 6. INDEMNIFICATION 77 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 78 expense, the city, its officers, servants and employees, from and against any and all 79 claims arising out of, or alleged to arise out of, the work and services to be performed by 80 the contractor, its officers, agents, employees, subcontractors, licenses or invitees under 81 this contract. This indemnification provision is specifically intended to operate and be 82 effective even if it is alleged or proven that all or some of the damages being sought 83 were caused. in whole or in part. by anv act. omission or negligence of the city. This 84 indemnity provision is intended to include, without limitation, indemnity for costs, 85 expenses and legal fees incurred by the city in defending against such claims and causes 86 of actions. 87 88 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 89 the city, its officers, servants and employees, from and against any and all loss, damage 90 or destruction of property of the city, arising out of, or alleged to arise out of, the work 91 and services to be performed by the contractor, its officers, agents, employees, 92 subcontractors, licensees or invitees under this contract. This indemnification provision 93 is specifically intended to operate and be effective even if it is alleged or proven that all 94 or some of the damages being sought were caused, in whole or in part, by anv act„ 95 omission or negligence of the city. 96 97 Article 7. MISCELLANEOUS 98 7.1 Terms. 99 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of 100 the Construction Contract for Developer Awarded Projects. 101 7.2 Assignment of Contract. 102 This Agreement, including all of the Contract Documents may not be assigned by the 103 Contractor without the advanced express written consent of the Developer. 104 7.2 Successors and Assigns. 105 Developer and Contractor each binds itself, its partners, successors, assigns and legal 106 representatives to the other party hereto, in respect to all covenants, agreements and 107 obligations contained in the Contract Documents. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS— DEVELOPER AWARDED PROJECTS Revised June 16, 2016 Landmark Fort Worth Dual Branded Hotel City Project No.103884 005243-5 Developer Awarded Project Agreement Page 5 of 6 108 7.4 Severability. 109 Any provision or part of the Contract Documents held to be unconstitutional, void or 110 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 111 remaining provisions shall continue to be valid and binding upon DEVELOPER and 112 CONTRACTOR. 113 7.5 Governing Law and Venue. 114 This Agreement, including all of the Contract Documents is performable in the State of 115 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 116 Northern District of Texas, Fort Worth Division. 117 118 7.6 Authority to Sign. 119 Contractor shall attach evidence of authority to sign Agreement, if other than duly 120 authorized signatory of the Contractor. 121 122 IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple 123 counterparts. 124 125 This Agreement is effective as of the last date signed by the Parties ("Effective Date"). 126 Contractor: Developer: Li't&ix6C,. By: kiAgt,t) By: to IPmMr /: T 06aT// I%u4L- &wow //a7t (Signature) (Signature) CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised June 16, 2016 Landmark Fart Worth Dual Branded Hotel City Project No.103884 005243-6 /[. I reS// (Printed Name) Developer Awarded Project Agreement Page 6 of 6 gmem I3let (Printed Name) Title: 6g..<74 c:7ioit /44µ(4 C Title: OWitifie Company Name: (Ave 64NrIC, [LC Company name: toftvon l,ei,414cmy Out 6Cwra-n i%rez. Address: 35' / aly n4 f' glut • 34U City/State/Zip: De,.\Ici-S 1x Asa )q Address: 35c l !3/1,,1 1 . ! glue' • Su;t( 34O City/State/Zip: `tpc.t.14.3 k 7SU I el d7ILn\2,c)27__ Date Date c3' of zo2Z CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised June 16, 2016 Landmark Fort Worth Dual Branded Hotel City Project No.103884 006213-1 PERFORMANCE BOND Page 1 of 4 4458214 1 SECTION 00 62 13 2 PERFORMANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we, LiveBoxGC. LLC , known as 9 "Principal" herein and SureTec Insurance Company , a corporate 10 surety(sureties, if more than one) duly authorized to do business in the State of Texas, known as 11 "Surety" herein (whether one or more), are held and firmly bound unto the Developer, Landmark 12 Fort Worth Lodging, LLC ), authorized to do business in Texas ("Developer") and the City of 13 Fort Worth, a Texas municipal corporation ("City"), in the penal sum of, 14 Sixty Six Thousand Nine Hundred Thirty Two and 00/100** Dollars ($ 66,932.00******** ) 15 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the 16 payment of which sum well and truly to be made jointly unto the Developer and the City as dual 17 obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly 18 and severally, firmly by these presents. 19 WHEREAS, Developer and City have entered into an Agreement for the construction of 20 community facilities in the City of Fort Worth by and through a Community Facilities Agreement, 21 CFA Number 22-0060 ;and 22 WHEREAS, the Principal has entered into a certain written contract with the Developer awarded 23 the Iv day of , 20 0 L which Contract is hereby referred to and made a 24 part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor 25 and other accessories defined by law, in the prosecution of the Work, including any Change 26 Orders, as provided for in said Contract designated as Landmark Fort Worth Dual Branded Hotel. 27 NOW, THEREFORE, the condition of this obligation is such that if the said Principal shall 28 faithfully perform it obligations under the Contract and shall in all respects duly and faithfully 29 perform the Work, including Change Orders, under the Contract, according to the plans, CITY OF FORT WORTH Landmark Fort Worth Dual Branded Hotel STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 103884 Revised January 31, 2012 006213-2 PERFORMANCE BOND Page 2 of 4 1 specifications, and contract documents therein referred to, and as well during any period of 2 extension of the Contract that may be granted on the part of the Developer and/or City, then 3 this obligation shall be and become null and void, otherwise to remain in full force and effect. 4 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 5 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 6 Worth Division. 7 This bond is made and executed in compliance with the provisions of Chapter 2253 of 8 the Texas Government Code, as amended, and all liabilities on this bond shall be determined in 9 accordance with the provisions of said statue. 10 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED this 11 instrument by duly authorized agents and officers on this the 31st day of August 12 2022. 13 PRINCIPAL: 14 15 LiveBoxGC. LLC 17 ✓I /% , 17 1i!��/'�- 18 19 20 BY: 21 Signature 22 ATTEST: 23 24 25 4n 1" u1.t I IrYI Jv' 26 (Principal) Secretary Name and Title 27 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 2012 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 006213-3 1 Address: 2 3 4 5 6 7 P 8 Witness as to Principal 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 PERFORMANCE BOND Page 3 of 4 3501 Olympus Blvd.. Suite 340 Cornell. TX 75019 SURETY: SureTec Insurance Company BY: Signature d30 Paula Middleton. Underwritina Assistant Name and Title Address: 5905 Leaacv Drive. Suite 400 Plano, TX 75024 469-241-1488 30 Witness as to Surety Telephone Number: 31 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 2012 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 006213-4 PERFORMANCE BOND Page 4 of 4 1 2 3 4 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 5 from the by-laws showing that this person has authority to sign such obligation. If 6 Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 2012 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 POA #: 4458214 SureTec Insurance Company LIMITED POWER OF ATTORNEY Know All Men by These Presents, That SURETEC INSURANCE COMPANY (the "Company"), a corporation duly organized and existing under the laws of the State of Texas, and having its principal office in Houston, Harris County, Texas, does by these presents make, constitute and appoint Paula Middleton its true and lawful Attorney -in -fact, with full power and authority hereby conferred in its name, place and stead, to execute, acknowledge and deliver any and all bonds, recognizances, undertakings or other instruments or contracts of suretyship to include waivers to the conditions of contracts and consents of surety for: Principal: LiveBoxGC, LLC Obligee: City of Fort Worth Amount: $ 66,932.00 and to bind the Company thereby as fully and to the same extent as if such bond were signed by the President, sealed with the corporate seal of the Company and duly attested by its Secretary, hereby ratifying and confirming all that the said Attorney -in -Fact may do in the premises. Said appointment is made under and by authority of the following resolutions of the Board of Directors of the SureTec Insurance Company: Be it Resolved, that the President, any Vice -President, any Assistant Vice -President, any Secretary or any Assistant Secretary shall be and is hereby vested with full power and authority to appoint any one or more suitable persons as Attomey(s)-in-Fact to represent and act for and on behalf of the Company subject to the following provisions: Attorney -in -Fact may be given full power and authority for and in the name of and of behalf of the Company, to execute, acknowledge and deliver, any and all bonds, recognizances, contracts, agreements or indemnity and other conditional or obligatory undertakings and any and all notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such Attomey-in-Fact shall be binding upon the Company as if signed by the President and sealed and effected by the Corporate Secretary. Be it Resolved, that the signature of any authorized officer and seal of the Company heretofore or hereafter affixed to any power of attorney or any certificate relating thereto by facsimile, and any power of attorney or certificate bearing facsimile signature or facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached. (Adopted at a meeting held on 20th of April, 1999.) In Witness Whereof, SURETEC INSURANCE COMPANY has caused these presents to be signed by its President, and its corporate seal to be hereto affixed this 27th day of October, A.D. 2020. ;, SURAN...f- (*1 StateofTexas ss: Z County of Harris SURETEC INSURANCE COMPANY By: Michael C. Keimig, Presidency On this 27th day of October, A.D. 2020 before me personally came Michael C. Keimig, to me known, who, being by me duly swom, did depose and say, that he resides in Houston, Texas, that he is President of SURETEC INSURANCE COMPANY, the company described in and which executed the above instrument; that he knows the seal of said Company; that the seal affixed to said instrument is such corporate seal; that it was so affixed by order of the Board of Directors of said Company; and that he signed his name thereto by like order. TANYA SNEED Notary Public, State of Texas Comm. Expires 03-30-2023 Notary ID 128571231 Tanya Sneed, Not Public My commission a Tres March 30, 2023 I, M. Brent Beaty, Assistant Secretary of SURETEC INSURANCE COMPANY, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney, executed by said Company, which is still in full force and effect; and furthermore, the resolutions of the Board of Directors, set out in the Power of Attorney are in full force and effect. Given under rriy hand and the seal of said Company at Houston, Texas this 31 st day of , August 11, 2022 , A.D. 721 ✓{ M. Brent Beaty, AssistantilSecretary Any Instrument'stt:ec! !rn exu,.sz, of the penalty stated above is totally void and without any validity. For verification of the authority of this power you may call (713) 812-0800 any business day between 8:30 am and 5:00 pm CST. SureTec Insurance Company IMPORTANT NOTICE Statutory Complaint Notice/Filing of Claims To obtain information or make a complaint: You may call the Surety's toll free telephone number for information or to make a complaint or file a claim at: 1-866-732-0099. You may also write to the Surety at: SureTec Insurance Company 9737 Great Hills Trail, Suite 320 Austin, TX 78759 You may contact the Texas Department of Insurance to obtain information on companies, coverage, rights or complaints at 1-800-252- 3439. You may write the Texas Department of Insurance at: PO Box 149104 Austin, TX 78714-9104 Fax#: 512-490-1007 Web: htto:/Iwww.tdi.texas.00v Email: ConsumerProtection@tdi.texas.gov PREMIUM OR CLAIMS DISPUTES: Should you have a dispute concerning your premium or about a claim, you should contact the Surety first. If the dispute is not resolved, you may contact the Texas Department of Insurance. Texas Rider 8/2019 1 SureTec Insurance Company THIS BOND RIDER CONTAINS IMPORTANT COVERAGE INFORMATION FORCE MAJEURE RIDER The obligations of the Surety and Principal under the Bond or Bonds to which this Rider is annexed are subject to the following limitations and conditions, to wit: that, it is a condition precedent to their liability hereunder that the contractual obligation (the contract or subcontract, as the case may be, being referred to in this Rider as the "Contract") between the Principal and the Obligee underlying this Bond includes (or shall be considered amended to include) a Force Majeure exclusion holding that the Principal and its Sureties shall not be held liable under this Bond or under the Contract for any impacts, delays, defaults, or damages related to Principal's work arising from, or related to epidemics, pandemics, medical emergencies, supply line interruptions, or natural disasters impacting the work required by the Contract, regardless of where such events occur, acts of God, terrorism, war, acts of government or administrative suspension, limitation, or shut -down, or the direct or indirect consequences or aftermath of any of the foregoing, and the Contract further provides that the Principal shall be entitled to an extension of the Contract Time and an equitable adjustment of the Contract Price, as a result of any of the exclusions heretofore cited. In the event the provisions for force majeure, time extensions, or equitable adjustment for time and money are more favorable to Principal in the Contract, than in this Rider, the more favorable shall apply. Revised 3-2009 006214-1 PAYMENT BOND Page 1 of 3 4458214 1 SECTION 00 62 14 2 PAYMENT BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we, LiveBoxGC. LLC , known as 9 "Principal" herein, and SureTec Insurance Company , a 10 corporate surety ( or sureties if more than one), duly authorized to do business in the State of 11 Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the 12 Developer, Landmark Fort Worth Lodging, LLC , authorized to do business in Texas 13 "(Developer"), and the City of Fort Worth, a Texas municipal corporation ("City"), in the penal 14 sum of Sixty Six Thousand Nine Hundred Thirty Two and 00/100******* Dollars 15 ($ 66,932.00*****"** ), lawful money of the United States, to be paid in Fort Worth, 16 Tarrant County, Texas, for the payment of which sum well and truly be made jointly unto the 17 Developer and the City as dual obligees, we bind ourselves, our heirs, executors, administrators, 18 successors and assigns, jointly and severally, firmly by these presents: 19 WHEREAS, Developer and City have entered into an Agreement for the construction of 20 community facilities in the City of Fort Worth, by and through a Community Facilities 21 Agreement, CFA Number 22-0060 ;and 22 WHEREAS, Principal has entered into a certain written Contract with Developer, 23 awarded the it) i k day of M a rci( , 20 Z Z , which Contract is hereby 24 referred to and made a part hereof for all purposes as if fully set forth herein, to furnish all 25 materials, equipment, labor and other accessories as defined by law, in the prosecution of the 26 Work as provided for in said Contract and designated as Landmark Fort Worth Dual Branded 27 Hotel. CITY OF FORT WORTH STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS Revised January 31, 2012 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 006214-2 PAYMENT BOND Page 2 of 3 1 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if Principal shall 2 pay all monies owing to any (and all) payment bond beneficiary (as defined in Chapter 2253 of 3 the Texas Government Code, as amended) in the prosecution of the Work under the Contract, 4 then this obligation shall be and become null and void; otherwise to remain in full force and 5 effect. 6 This bond is made and executed in compliance with the provisions of Chapter 2253 of 7 the Texas Government Code, as amended, and all liabilities on this bond shall be determined in 8 accordance with the provisions of said statute. 9 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED this 10 instrument by duly authorized agents and officers on this the 31st day of 11 Auaust , 20 22 . 12 ATTEST: PRINCIPAL: LiveBoxGC. LLC BY: AAi A. Signature iCALI 4/0 (0,4-1 14761/11( (Principal) Secretary Witness as to Principal CITY OF FORT WORTH STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS Revised January 31, 2012 Name and Title Address: 3501 Olvmous Blvd.. Suite 340 Cowell, TX 75019 469-647-9900 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 006214-3 ATTEST: (Surety) Secretary itness as to Surety 1 SURETY: SureTec Insurance Company BY: ° Signature PAYMENT BOND Page 3 of 3 10lt�Ar\ Paula Middleton, Underwriting Assistant Name and Title Address: 5905 Legacy Drive. Suite 400 Plano, TX 75024 Telephone Number: 469-241-1488 2 Note: If signed by an officer of the Surety, there must be on file a certified extract from the 3 bylaws showing that this person has authority to sign such obligation. If Surety's physical 4 address is different from its mailing address, both must be provided. 5 6 The date of the bond shall not be prior to the date the Contract is awarded. 7 END OF SECTION 8 CITY OF FORT WORTH STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS Revised January 31, 2012 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 POA #: 4458214 SureTec Insurance Company LIMITED POWER OF ATTORNEY Know All Men by These Presents, That SURETEC INSURANCE COMPANY (the "Company"), a corporation duly organized and existing under the laws of the State of Texas, and having its principal office in Houston, Harris County, Texas, does by these presents make, constitute and appoint Paula Middleton its true and lawful Attorney -in -fact, with full power and authority hereby conferred in its name, place and stead, to execute, acknowledge and deliver any and all bonds, recognizances, undertakings or other instruments or contracts of suretyship to include waivers to the conditions of contracts and consents of surety for: Principal: LiveBoxGC, LLC Obligee: City of Fort Worth Amount: $ 66,932.00 and to bind the Company thereby as fully and to the same extent as if such bond were signed by the President, sealed with the corporate seal of the Company and duly attested by its Secretary, hereby ratifying and confirming all that the said Attorney -in -Fact may do in the premises. Said appointment is made under and by authority of the following resolutions of the Board of Directors of the SureTec Insurance Company: Be it Resolved, that the President, any Vice -President, any Assistant Vice -President, any Secretary or any Assistant Secretary shall be and is hereby vested with full power and authority to appoint any one or more suitable persons as Attomey(s)-in-Fact to represent and act for and on behalf of the Company subject to the following provisions: Attorney -in -Fact may be given full power and authority for and in the name of and of behalf of the Company, to execute, acknowledge and deliver, any and all bonds, recognizances, contracts, agreements or indemnity and other conditional or obligatory undertakings and any and all notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such Attorney -in -Fact shall be binding upon the Company as if signed by the President and sealed and effected by the Corporate Secretary. Be it Resolved, that the signature of any authorized officer and seal of the Company heretofore or hereafter affixed to any power of attorney or any certificate relating thereto by facsimile, and any power of attorney or certificate bearing facsimile signature or facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached. (Adopted at a meeting held on 20'1' of April, 1999) In Witness Whereof, SURETEC INSURANCE COMPANY has caused these presents to be signed by its President, and its corporate seal to be hereto affixed this 27th day of October, A.D. 2020. ,,,SURETEC INSURANCE COMPANY SOFANc 4,,,, By: -2 w w A Michael C. Keimig, Preside State of Texas ss: � 2= cc co County of Harris ' .•••••..... On this 27th day of October, A.D. 2020 before me personally came Michael C. Keimig, to me known, who, being by me duly sworn, did depose and say, that he resides in Houston, Texas, that he is President of SURETEC INSURANCE COMPANY, the company described in and which executed the above instrument; that he knows the seal of said Company; that the seal affixed to said instrument is such corporate seal; that it was so affixed by order of the Board of Directors of said Company; and that he signed his name thereto by like order. TANYA SNEED 2es J.►- , Notary Public, State of Texas ;� Comm. Expires 03-30-2023 °9Y „��`''`° Notary ID 128571231 Tanya Sneed, Not ,fy Public My commission a Tres March 30, 2023 I, M. Brent Beaty, Assistant Secretary of SURETEC INSURANCE COMPANY, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney, executed by said Company, which is still in full force and effect; and furthermore, the resolutions of the Board of Directors, set out in the Power of Attorney are in full force and effect. Given under my hand and the seal of said Company at Houston, Texas this 31 st day of � August / 2022 , A.D. M. Brent Beat Assistant ecretary Any Instrument Iscrred In excexa e.* the penalty stated above is totally void and without any validity. For verification of the authority ar` this power you may call (713) 812-0800 any business day between 8:30 am and 5:00 pm CST. SureTec Insurance Company IMPORTANT NOTICE Statutory Complaint Notice/Filing of Claims To obtain information or make a complaint: You may call the Surety's toll free telephone number for information or to make a complaint or file a claim at: 1-866-732-0099. You may also write to the Surety at: SureTec Insurance Company 9737 Great Hills Trail, Suite 320 Austin, TX 78759 You may contact the Texas Department of Insurance to obtain information on companies, coverage, rights or complaints at 1-800-252- 3439. You may write the Texas Department of Insurance at: PO Box 149104 Austin, TX 78714-9104 Fax#: 512-490-1007 Web: httb://www.tdi.texas.aov Email: ConsumerProtection@tdi.texas.gov PREMIUM OR CLAIMS DISPUTES: Should you have a dispute concerning your premium or about a claim, you should contact the Surety first. If the dispute is not resolved, you may contact the Texas Department of Insurance. Texas Rider 8/2019 1 SureTec Insurance Company THIS BOND RIDER CONTAINS IMPORTANT COVERAGE INFORMATION FORCE MAJEURE RIDER The obligations of the Surety and Principal under the Bond or Bonds to which this Rider is annexed are subject to the following limitations and conditions, to wit: that, it is a condition precedent to their liability hereunder that the contractual obligation (the contract or subcontract, as the case may be, being referred to in this Rider as the "Contract") between the Principal and the Obligee underlying this Bond includes (or shall be considered amended to include) a Force Majeure exclusion holding that the Principal and its Sureties shall not be held liable under this Bond or under the Contract for any impacts, delays, defaults, or damages related to Principal's work arising from, or related to epidemics, pandemics, medical emergencies, supply line interruptions, or natural disasters impacting the work required by the Contract, regardless of where such events occur, acts of God, terrorism, war, acts of government or administrative suspension, limitation, or shut -down, or the direct or indirect consequences or aftermath of any of the foregoing, and the Contract further provides that the Principal shall be entitled to an extension of the Contract Time and an equitable adjustment of the Contract Price, as a result of any of the exclusions heretofore cited. In the event the provisions for force majeure, time extensions, or equitable adjustment for time and money are more favorable to Principal in the Contract, than in this Rider, the more favorable shall apply. Revised 3-2009 006219-1 MAINTENANCE BOND Page 1 of 4 4458214 1 SECTION 00 62 19 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we LiveBoxGC, LLC known as 9 "Principal" herein and SureTec Insurance Company , a corporate surety 10 (sureties, if more than one) duly authorized to do business in the State of Texas, known as 11 "Surety" herein (whether one or more), are held and firmly bound unto the Developer, Landmark 12 Fort Worth Lodging, LLC , authorized to do business in Texas ("Developer") and the City of 13 Fort Worth, a Texas municipal corporation ("City"), in the sum 14 of Sixty Six Thousand Nine Hundred Thirty Two and 00/100"` Dollars ($66,932.00—** 15 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment 16 of which sum well and truly be made jointly unto the Developer and the City as dual obligees 17 and their successors, we bind ourselves, our heirs, executors, administrators, successors and 18 assigns, jointly and severally, firmly by these presents. 19 20 WHEREAS, Developer and City have entered into an Agreement for the construction of 21 community facilities in the City of Fort Worth by and through a Community Facilities Agreement, 22 CFA Number 22-0060 ;and 23 WHEREAS, the Principal has entered into a certain written contract with the Developer 24 awarded the 104k day of M(4rat , 20Z Z, which Contract is 25 hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish 26 all materials, equipment labor and other accessories as defined by law, in the prosecution of the 27 Work, including any Work resulting from a duly authorized Change Order (collectively herein, 28 the "Work") as provided for in said Contract and designated as Landmark Fort Worth Dual 29 Branded Hotel; and CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 2012 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 006219-2 MAINTENANCE BOND Page 2 of 4 1 2 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 3 accordance with the plans, specifications and Contract Documents that the Work is and will 4 remain free from defects in materials or workmanship for and during the period of two (2) years 5 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and 6 7 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part upon 8 receiving notice from the Developer and/or City of the need thereof at any time within the 9 Maintenance Period. 10 11 NOW THEREFORE, the condition of this obligation is such that if Principal shall remedy 12 any defective Work, for which timely notice was provided by Developer or City, to a completion 13 satisfactory to the City, then this obligation shall become null and void; otherwise to remain in 14 full force and effect. 15 16 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 17 noticed defective Work, it is agreed that the Developer or City may cause any and all such 18 defective Work to be repaired and/or reconstructed with all associated costs thereof being 19 borne by the Principal and the Surety under this Maintenance Bond; and 20 21 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 22 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 23 Worth Division; and 24 25 PROVIDED FURTHER, that this obligation shall be continuous in nature and successive 26 recoveries may be had hereon for successive breaches. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 2012 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 006219-3 MAINTENANCE BOND Page 3 of 4 1 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the 31 st day of August 3 ,2022 4 5 PRINCIPAL: 6 7 LiveBoxGC, LLC 8 9 10 11 12 13 14 ATTEST: 15 16 � �-�"' 1 c,i 17 18 (Principal) Secretary 19 20 21 22 23 24 25 26 ,ZG:/ Psi 27 Witness as to Principal 28 29 30 CITY OF FORT WORTH STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS Revised January 31, 2012 BY: Signature , Mew) hi:,' Name and Title Address: 3501 Olympus Blvd., Suite 340 Coppell, TX 75019 SURETY: Landmark Fort Worth Dual Branded Hotel City Project No. 103884 006219-4 MAINTENANCE BOND Page 4 of 4 1 2 SureTec Insurance Company 3 4 BY: 5 6 Signature 7 8 9 Paula Middleton, Underwriting Assistant 10 ATTEST: 11 Name and Title 12 Address: 13 14 (Surety) Secretary 15 5905 Legacy Drive, Suite 400 Plano, TX 75024 16 17 18 19 Litness as to Surety 20 21 469-241-1488 Telephone Number: 22 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 23 from the by-laws showing that this person has authority to sign such obligation. If 24 Surety's physical address is different from its mailing address, both must be provided. 25 26 The date of the bond shall not be prior to the date the Contract is awarded. 27 CITY OF FORT WORTH STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS Revised January 31, 2012 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 POA #: 4458214 ,,...vFiANoco z4- �_ De SureTec Insurance Company LIMITED POWER OF ATTORNEY Know All Men by These Presents, That SURETEC INSURANCE COMPANY (the "Company"), a corporation duly organized and existing under the laws of the State of Texas, and having its principal office in Houston, Harris County, Texas, does by these presents make, constitute and appoint Paula Middleton its true and lawful Attorney -in -fact, with full power and authority hereby conferred in its name, place and stead, to execute, acknowledge and deliver any and all bonds, recognizances, undertakings or other instruments or contracts of suretyship to include waivers to the conditions of contracts and consents of surety for: Principal: LiveBoxGC, LLC Obligee: City of Fort Worth Amount: S 66,932.00 and to bind the Company thereby as fully and to the same extent as if such bond were signed by the President, sealed with the corporate seal of the Company and duly attested by its Secretary, hereby ratifying and confirming all that the said Attorney -in -Fact may do in the premises. Said appointment is made under and by authority of the following resolutions of the Board of Directors of the SureTec Insurance Company: Be it Resolved, that the President, any Vice -President, any Assistant Vice -President, any Secretary or any Assistant Secretary shall be and is hereby vested with full power and authority to appoint any one or more suitable persons as Attomey(s)-in-Fact to represent and act for and on behalf of the Company subject to the following provisions: Attorney -in -Fact may be given full power and authority for and in the name of and of behalf of the Company, to execute, acknowledge and deliver, any and all bonds, recognizances, contracts, agreements or indemnity and other conditional or obligatory undertakings and any and all notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such Attorney -in -Fact shall be binding upon the Company as if signed by the President and sealed and effected by the Corporate Secretary. Be it Resolved, that the signature of any authorized officer and seal of the Company heretofore or hereafter affixed to any power of attorney or any certificate relating thereto by facsimile, and any power of attorney or certificate bearing facsimile signature or facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached. (Adopted at a meeting held on 20'h of April, 1999.) In Witness Whereof SURETEC INSURANCE COMPANY has caused these presents to be signed by its President, and its corporate seal to be hereto affixed this 27th day of October, A.D. 2020. State of Texas ss: County of Harris '� ... SURETEC INSURANCE COMPANY By: Michael C. Keimig, Preside>q�, On this 27th day of October, A.D. 2020 before me personally came Michael C. Keimig, to me known, who, being by me duly swom, did depose and say, that he resides in Houston, Texas, that he is President of SURETEC INSURANCE COMPANY, the company described in and which executed the above instrument; that he knows the seal of said Company; that the seal affixed to said instrument is such corporate seal; that it was so affixed by order of the Board of Directors of said Company; and that he signed his name thereto by like order. Tanya Sneed, Not Public My commission a tres March 30, 2023 I, M. Brent Beaty, Assistant Secretary of SURETEC INSURANCE COMPANY, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney, executed by said Company, which is still in full force and effect; and furthermore, the resolutions of the Board of Directors, set out in the Power of Attorney are in full force and effect. Given under my hand and the seal of said Company at Houston, Texas this 31 st day of August % , 2022 , A.D. YIL M. Brent Beat', Assistanecretary Any Instrument iusued In exzecs a± the penalty stated above Is totally void and without any validity. For verlflcaticn of the authority of this power you may call (713) 812-0800 any business day between 8:30 am and 5:00 pm CST. 1 SureTec Insurance Company IMPORTANT NOTICE Statutory Complaint Notice/Filing of Claims To obtain information or make a complaint: You may call the Surety's toll free telephone number for information or to make a complaint or file a claim at: 1-866-732-0099. You may also write to the Surety at: SureTec Insurance Company 9737 Great Hills Trail, Suite 320 Austin, TX 78759 You may contact the Texas Department of Insurance to obtain information on companies, coverage, rights or complaints at 1-800-252- 3439. You may write the Texas Department of Insurance at: PO Box 149104 Austin, TX 78714-9104 Fax#: 512-490-1007 Web: htto://www.tdi.texas.Qov Email: ConsumerProtection@tdi.texas.gov PREMIUM OR CLAIMS DISPUTES: Should you have a dispute concerning your premium or about a claim, you should contact the Surety first. If the dispute is not resolved, you may contact the Texas Department of Insurance. Texas Rider 8/2019 1 SureTec Insurance Company THIS BOND RIDER CONTAINS IMPORTANT COVERAGE INFORMATION FORCE MAJEURE RIDER The obligations of the Surety and Principal under the Bond or Bonds to which this Rider is annexed are subject to the following limitations and conditions, to wit: that, it is a condition precedent to their liability hereunder that the contractual obligation (the contract or subcontract, as the case may be, being referred to in this Rider as the "Contract") between the Principal and the Obligee underlying this Bond includes (or shall be considered amended to include) a Force Majeure exclusion holding that the Principal and its Sureties shall not be held liable under this Bond or under the Contract for any impacts, delays, defaults, or damages related to Principal's work arising from, or related to epidemics, pandemics, medical emergencies, supply line interruptions, or natural disasters impacting the work required by the Contract, regardless of where such events occur, acts of God, terrorism, war, acts of government or administrative suspension, limitation, or shut -down, or the direct or indirect consequences or aftermath of any of the foregoing, and the Contract further provides that the Principal shall be entitled to an extension of the Contract Time and an equitable adjustment of the Contract Price, as a result of any of the exclusions heretofore cited. In the event the provisions for force majeure, time extensions, or equitable adjustment for time and money are more favorable to Principal in the Contract, than in this Rider, the more favorable shall apply. Revised 3-2009 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 9.01 Authorized Changes in the Work 9.02 Notification to Surety Article 10 - 10.01 10.02 10.03 Article 11- 11.01 11.02 11.03 11.04 11.05 11.06 11.07 11.08 Article 12 - 12.01 12.02 12.03 12.04 28 28 28 Change of Contract Price; Change of Contract Time 28 Change of Contract Price 28 Change of Contract Time 28 Delays 28 Tests and Inspections; Correction, Removal or Acceptance of Defective Work 29 Notice of Defects 29 Access to Work 29 Tests and Inspections 29 Uncovering Work 30 City May Stop the Work 30 Correction or Removal of Defective Work 30 Correction Period 30 City May Correct Defective Work 31 Completion 32 Contractor's Warranty of Title 32 Partial Utilization 32 Final Inspection 32 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 PROJFCTS 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 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 1 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 1 of 35 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 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 2 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 2 of 35 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 1. 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. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 3 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 3 of 35 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. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 4 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 4 of 35 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. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 5 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 5 of 35 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. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 6 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 6 of 35 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; CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 7 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 7 of 35 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. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 8 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 8 of 35 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 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 9 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 9 of 35 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 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 10 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 10 of 35 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. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 11 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 11 of 35 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 - CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 12 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 12 of 35 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 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 13 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 13 of 35 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. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 14 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 14 of 35 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 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 15 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 15 of 35 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 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 16 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 16 of 35 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: CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 17 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 17 of 35 ❑ 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 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 18 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 18 of 35 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 31 st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. 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 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 19 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 19 of 35 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 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 20 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 20 of 35 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 indemnifi, 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 peiiiut 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 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 21 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 21 of 35 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. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 22 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 22 of 35 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. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 23 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 23 of 35 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 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 24 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 24 of 35 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. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 25 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 25 of 35 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. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 26 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 26 of 35 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. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 27 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 27 of 35 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. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 28 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 28 of 35 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. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 29 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 29 of 35 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. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 007310-30 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 30 of 35 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 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 007310-31 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 31 of 35 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 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 007310-32 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 32 of 35 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: CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 007310-33 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 33 of 35 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 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 007310-34 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 34 of 35 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. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 007310-35 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 35 of 35 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. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 011100-1 DAP SUMMARY OF WORK 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 01 11 00 SUMMARY OF WORK Page 1 of 3 5 A. Section Includes: 6 1. Summary of Work to be performed in accordance with the Contract Documents 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 11 2. Division 1 - General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Work Covered by Contract Documents 19 1. Work is to include furnishing all labor, materials, and equipment, and performing 20 all Work necessary for this construction project as detailed in the Drawings and 21 Specifications. 22 B. Subsidiary Work 23 1. Any and all Work specifically governed by documentary requirements for the 24 project, such as conditions imposed by the Drawings or Contract Documents in 25 which no specific item for bid has been provided for in the Proposal and the item is 26 not a typical unit bid item included on the standard bid item list, then the item shall 27 be considered as a subsidiary item of Work, the cost of which shall be included in 28 the price bid in the Proposal for various bid items. 29 C. Use of Premises 30 1. Coordinate uses of premises under direction of the City. 31 2. Assume full responsibility for protection and safekeeping of materials and 32 equipment stored on the Site. 33 3. Use and occupy only portions of the public streets and alleys, or other public places 34 or other rights -of -way as provided for in the ordinances of the City, as shown in the 35 Contract Documents, or as may be specifically authorized in writing by the City. 36 a. A reasonable amount of tools, materials, and equipment for construction 37 purposes may be stored in such space, but no more than is necessary to avoid 38 delay in the construction operations. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects Revised December 20, 2012 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 011100-2 DAP SUMMARY OF WORK Page 2 of 3 1 b. Excavated and waste materials shall be stored in such a way as not to interfere 2 with the use of spaces that may be designated to be left free and unobstructed 3 and so as not to inconvenience occupants of adjacent property. 4 c. If the street is occupied by railroad tracks, the Work shall be carried on in such 5 manner as not to interfere with the operation of the railroad. 6 1) All Work shall be in accordance with railroad requirements set forth in 7 Division 0 as well as the railroad permit. 8 D. Work within Easements 9 1. Do not enter upon private property for any purpose without having previously 10 obtained permission from the owner of such property. 11 2. Do not store equipment or material on private property unless and until the 12 specified approval of the property owner has been secured in writing by the 13 Contractor and a copy furnished to the City. 14 3. Unless specifically provided otherwise, clear all rights -of -way or easements of 15 obstructions which must be removed to make possible proper prosecution of the 16 Work as a part of the project construction operations. 17 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, 18 lawns, fences, culverts, curbing, and all other types of structures or improvements, 19 to all water, sewer, and gas lines, to all conduits, overhead pole lines, or 20 appurtenances thereof, including the construction of temporary fences and to all 21 other public or private property adjacent to the Work. 22 5. Notify the proper representatives of the owners or occupants of the public or private 23 lands of interest in lands which might be affected by the Work. 24 a. Such notice shall be made at least 48 hours in advance of the beginning of the 25 Work. 26 b. Notices shall be applicable to both public and private utility companies and any 27 corporation, company, individual, or other, either as owners or occupants, 28 whose land or interest in land might be affected by the Work. 29 c. Be responsible for all damage or injury to property of any character resulting 30 from any act, omission, neglect, or misconduct in the manner or method or 31 execution of the Work, or at any time due to defective work, material, or 32 equipment. 33 6. Fence 34 a. Restore all fences encountered and removed during construction of the Project 35 to the original or a better than original condition. 36 b. Erect temporary fencing in place of the fencing removed whenever the Work is 37 not in progress and when the site is vacated overnight, and/or at all times to 38 provide site security. 39 c. The cost for all fence work within easements, including removal, temporary 40 closures and replacement, shall be subsidiary to the various items bid in the 41 project proposal, unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects Revised December 20, 2012 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 011100-3 DAP SUMMARY OF WORK 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 13 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects Revised December 20, 2012 Page 3 of 3 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 012500-1 DAP SUBSTITUTION PROCEDURES SECTION 01 25 00 SUBSTITUTION PROCEDURES PART 1 - GENERAL 1.1 SUMMARY Page 1 of 4 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, CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 012500-2 DAP SUBSTITUTION PROCEDURES Page 2 of 4 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 012500-3 DAP SUBSTITUTION PROCEDURES Page 3 of 4 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 CITY OF FORT WORTH Landmark Fort Worth Dual Branded Hotel STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103884 Revised August 30, 2013 012500-4 DAP SUBSTITUTION PROCEDURES Page 4 of 4 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 CITY OF FORT WORTH Landmark Fort Worth Dual Branded Hotel STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103884 Revised August 30, 2013 013119-1 DAP PRECONSTRUCTION MEETING SECTION 01 31 19 PRECONSTRUCTION MEETING PART 1 - GENERAL 1.1 SUMMARY Page 1 of 3 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 013119-2 DAP PRECONSTRUCTION MEETING Page 2 of 3 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 1. 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 013119-3 DAP PRECONSTRUCTION MEETING 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 Page 3 of 3 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 013216-1 DAP CONSTRUCTION PROGRESS SCHEDULE SECTION 01 32 16 CONSTRUCTION PROGRESS SCHEDULE PART 1 - GENERAL 1.1 SUMMARY Page 1 of 5 A. Section Includes: 1. General requirements for the preparation, submittal, updating, status reporting and management of the Construction Progress Schedule 2. Specific requirements are presented in the City of Fort Worth Schedule Guidance Document 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 A. Definitions 1. Schedule Tiers a. Tier 1 - No schedule submittal required by contract. Small, brief duration projects b. Tier 2 - No schedule submittal required by contract, but will require some milestone dates. Small, brief duration projects c. Tier 3 - Schedule submittal required by contract as described in the Specification and herein. Majority of City projects, including all bond program projects d. Tier 4 - Schedule submittal required by contract as described in the Specification and herein. Large and/or complex projects with long durations 1) Examples: large water pump station project and associated pipeline with interconnection to another governmental entity e. Tier 5 - Schedule submittal required by contract as described in the Specification and herein. Large and/or very complex projects with long durations, high public visibility 1) Examples might include a water or wastewater treatment plant 2. Baseline Schedule - Initial schedule submitted before work begins that will serve as the baseline for measuring progress and departures from the schedule. 3. Progress Schedule - Monthly submittal of a progress schedule documenting progress on the project and any changes anticipated. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised July 1, 2011 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 013216-2 DAP CONSTRUCTION PROGRESS SCHEDULE Page 2 of 5 4. Schedule Narrative - Concise narrative of the schedule including schedule changes, expected delays, key schedule issues, critical path items, etc B. Reference Standards 1. City of Fort Worth Schedule Guidance Document 1.4 ADMINISTRATIVE REQUIREMENTS A. Baseline Schedule 1. General a. Prepare a cost -loaded baseline Schedule using approved software and the Critical Path Method (CPM) as required in the City of Fort Worth Schedule Guidance Document. b. Review the draft cost -loaded baseline Schedule with the City to demonstrate understanding of the work to be performed and known issues and constraints related to the schedule. c. Designate an authorized representative (Project Scheduler) responsible for developing and updating the schedule and preparing reports. B. Progress Schedule 1. Update the progress Schedule monthly as required in the City of Fort Worth Schedule Guidance Document. 2. Prepare the Schedule Narrative to accompany the monthly progress Schedule. 3. Change Orders a. Incorporate approved change orders, resulting in a change of contract time, in the baseline Schedule in accordance with City of Fort Worth Schedule Guidance Document. C. Responsibility for Schedule Compliance 1. Whenever it becomes apparent from the current progress Schedule and CPM Status Report that delays to the critical path have resulted and the Contract completion date will not be met, or when so directed by the City, make some or all of the following actions at no additional cost to the City a. Submit a Recovery Plan to the City for approval revised baseline Schedule outlining: 1) A written statement of the steps intended to take to remove or arrest the delay to the critical path in the approved schedule 2) Increase construction manpower in such quantities and crafts as will substantially eliminate the backlog of work and return current Schedule to meet projected baseline completion dates 3) Increase the number of working hours per shift, shifts per day, working days per week, the amount of construction equipment, or any combination of the foregoing, sufficiently to substantially eliminate the backlog of work 4) Reschedule activities to achieve maximum practical concurrency of accomplishment of activities, and comply with the revised schedule 2. If no written statement of the steps intended to take is submitted when so requested by the City, the City may direct the Contractor to increase the level of effort in manpower (trades), equipment and work schedule (overtime, weekend and holiday work, etc.) to be employed by the Contractor in order to remove or arrest the delay to the critical path in the approved schedule. a. No additional cost for such work will be considered. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised July 1, 2011 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 013216-3 DAP CONSTRUCTION PROGRESS SCHEDULE Page 3 of 5 D. The Contract completion time will be adjusted only for causes specified in this Contract. a. Requests for an extension of any Contract completion date must be supplemented with the following: 1) Furnish justification and supporting evidence as the City may deem necessary to determine whether the requested extension of time is entitled under the provisions of this Contract. a) The City will, after receipt of such justification and supporting evidence, make findings of fact and will advise the Contractor, in writing thereof. 2) If the City finds that the requested extension of time is entitled, the City's determination as to the total number of days allowed for the extensions shall be based upon the approved total baseline schedule and on all data relevant to the extension. a) Such data shall be included in the next updating of the Progress schedule. b) Actual delays in activities which, according to the Baseline schedule, do not affect any Contract completion date shown by the critical path in the network will not be the basis for a change therein. 2. Submit each request for change in Contract completion date to the City within 30 days after the beginning of the delay for which a time extension is requested but before the date of final payment under this Contract. a. No time extension will be granted for requests which are not submitted within the foregoing time limit. b. From time to time, it may be necessary for the Contract schedule or completion time to be adjusted by the City to reflect the effects of job conditions, weather, technical difficulties, strikes, unavoidable delays on the part of the City or its representatives, and other unforeseeable conditions which may indicate schedule adjustments or completion time extensions. 1) Under such conditions, the City will direct the Contractor to reschedule the work or Contract completion time to reflect the changed conditions and the Contractor shall revise his schedule accordingly. a) No additional compensation will be made to the Contractor for such schedule changes except for unavoidable overall contract time extensions beyond the actual completion of unaffected work, in which case the Contractor shall take all possible action to minimize any time extension and any additional cost to the City. b) Available float time in the Baseline schedule may be used by the City as well as by the Contractor. 3. Float or slack time is defined as the amount of time between the earliest start date and the latest start date or between the earliest finish date and the latest finish date of a chain of activities on the Baseline Schedule. a. Float or slack time is not for the exclusive use or benefit of either the Contractor or the City. b. Proceed with work according to early start dates, and the City shall have the right to reserve and apportion float time according to the needs of the project. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised July 1, 2011 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 013216-4 DAP CONSTRUCTION PROGRESS SCHEDULE Page 4 of 5 c. Acknowledge and agree that actual delays, affecting paths of activities containing float time, will not have any effect upon contract completion times, providing that the actual delay does not exceed the float time associated with those activities. E. Coordinating Schedule with Other Contract Schedules 1. Where work is to be performed under this Contract concurrently with or contingent upon work performed on the same facilities or area under other contracts, the Baseline Schedule shall be coordinated with the schedules of the other contracts. a. Obtain the schedules of the other appropriate contracts from the City for the preparation and updating of Baseline schedule and make the required changes in his schedule when indicated by changes in corresponding schedules. 2. In case of interference between the operations of different contractors, the City will determine the work priority of each contractor and the sequence of work necessary to expedite the completion of the entire Project. a. In such cases, the decision of the City shall be accepted as final. b. The temporary delay of any work due to such circumstances shall not be considered as justification for claims for additional compensation. 1.5 SUBMITTALS A. Baseline Schedule 1. Submit Schedule in native file format and pdf format as required in the City of Fort Worth Schedule Guidance Document. a. Native file format includes: 1) Primavera (P6 or Primavera Contractor) 2. Submit draft baseline Schedule to City prior to the pre -construction meeting and bring in hard copy to the meeting for review and discussion. B. Progress Schedule 1. Submit progress Schedule in native file format and pdf format as required in the City of Fort Worth Schedule Guidance Document. 2. Submit progress Schedule monthly no later than the last day of the month. C. Schedule Narrative 1. Submit the schedule narrative in pdf format as required in the City of Fort Worth Schedule Guidance Document. 2. Submit schedule narrative monthly no later than the last day of the month. D. Submittal Process 1. The City administers and manages schedules through Buzzsaw. 2. Contractor shall submit documents as required in the City of Fort Worth Schedule Guidance Document. 3. Once the project has been completed and Final Acceptance has been issued by the City, no further progress schedules are required. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised July 1, 2011 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 013216-5 DAP CONSTRUCTION PROGRESS SCHEDULE Page 5 of 5 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. The person preparing and revising the construction Progress Schedule shall be experienced in the preparation of schedules of similar complexity. B. Schedule and supporting documents addressed in this Specification shall be prepared, updated and revised to accurately reflect the performance of the construction. C. Contractor is responsible for the quality of all submittals in this section meeting the standard of care for the construction industry for similar projects. 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised July 1, 2011 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 013233-1 DAP PRECONSTRUCTION VIDEO Page 1 of 2 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] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 01 32 33 - 2 DAP PRECONSTRUCTION VIDEO PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 Page 2 of 2 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 013300-1 DAP SUBMITTALS SECTION 01 33 00 DAP SUBMITTALS PART 1 - GENERAL 1.1 SUMMARY Page 1 of 8 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 013300-2 DAP SUBMITTALS Page 2 of 8 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 1/2 inches x 11 inches to 8 1/2 inches x 1 linches. 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 013300-3 DAP SUBMITTALS Page 3 of 8 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 013300-4 DAP SUBMITTALS Page 4 of 8 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) CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 013300-5 DAP SUBMITTALS Page 5 of 8 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 fords 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 013300-6 DAP SUBMITTALS Page 6 of 8 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 013300-7 DAP SUBMITTALS Page 7 of 8 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] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 013300-8 DAP SUBMITTALS 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 Page 8 of 8 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 013513-1 DAP SPECIAL PROJECT PROCEDURES 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 01 35 13 SPECIAL PROJECT PROCEDURES Page 1 of 7 5 A. Section Includes: 6 1. The procedures for special project circumstances that includes, but is not limited to: 7 a. Coordination with the Texas Department of Transportation 8 b. Work near High Voltage Lines 9 c. Confined Space Entry Program 10 d. Air Pollution Watch Days 11 e. Use of Explosives, Drop Weight, Etc. 12 f. Water Department Notification 13 g. Public Notification Prior to Beginning Construction 14 h. Coordination with United States Army Corps of Engineers 15 i. Coordination within Railroad permits areas 16 j. Dust Control 17 k. Employee Parking 18 B. Deviations from this City of Fort Worth Standard Specification 19 1. None. 20 C. Related Specification Sections include, but are not necessarily limited to: 21 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 22 2. Division 1 — General Requirements 23 3. Section 33 12 25 — Connection to Existing Water Mains 24 25 1.2 REFERENCES 26 A. Reference Standards 27 1. Reference standards cited in this Specification refer to the current reference 28 standard published at the time of the latest revision date logged at the end of this 29 Specification, unless a date is specifically cited. 30 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 31 High Voltage Overhead Lines. 32 3. North Central Texas Council of Governments (NCTCOG) — Clean Construction 33 Specification 34 1.3 ADMINISTRATIVE REQUIREMENTS 35 A. Coordination with the Texas Department of Transportation 36 1. When work in the right-of-way which is under the jurisdiction of the Texas 37 Department of Transportation (TxDOT): 38 a. Notify the Texas Department of Transportation prior to commencing any work 39 therein in accordance with the provisions of the permit CITY OF FORT WORTH Landmark Fort Worth Dual Branded Hotel STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103884 Revised August, 30, 2013 013513-2 DAP SPECIAL PROJECT PROCEDURES Page 2 of 7 1 b. All work performed in the TxDOT right-of-way shall be performed in 2 compliance with and subject to approval from the Texas Department of 3 Transportation 4 B. Work near High Voltage Lines 5 1. Regulatory Requirements 6 a. All Work near High Voltage Lines (more than 600 volts measured between 7 conductors or between a conductor and the ground) shall be in accordance with 8 Health and Safety Code, Title 9, Subtitle A, Chapter 752. 9 2. Warning sign 10 a. Provide sign of sufficient size meeting all OSHA requirements. 11 3. Equipment operating within 10 feet of high voltage lines will require the following 12 safety features 13 a. Insulating cage -type of guard about the boom or arm 14 b. Insulator links on the lift hook connections for back hoes or dippers 15 c. Equipment must meet the safety requirements as set forth by OSHA and the 16 safety requirements of the owner of the high voltage lines 17 4. Work within 6 feet of high voltage electric lines 18 a. Notification shall be given to: 19 1) The power company (example: ONCOR) 20 a) Maintain an accurate log of all such calls to power company and record 21 action taken in each case. 22 b. Coordination with power company 23 1) After notification coordinate with the power company to: 24 a) Erect temporary mechanical barriers, de -energize the lines, or raise or 25 lower the lines 26 c. No personnel may work within 6 feet of a high voltage line before the above 27 requirements have been met. 28 C. Confined Space Entry Program 29 1. Provide and follow approved Confined Space Entry Program in accordance with 30 OSHA requirements. 31 2. Confined Spaces include: 32 a. Manholes 33 b. All other confined spaces in accordance with OSHA's Permit Required for 34 Confined Spaces 35 D. Use of Explosives, Drop Weight, Etc. 36 1. When Contract Documents permit on the project the following will apply: 37 a. Public Notification 38 1) Submit notice to City and proof of adequate insurance coverage, 24 hours 39 prior to commencing. 40 2) Minimum 24 hour public notification in accordance with Section 01 31 13 41 E. Water Department Coordination 42 1. During the construction of this project, it will be necessary to deactivate, for a 43 period of time, existing lines. The Contractor shall be required to coordinate with 44 the Water Department to determine the best times for deactivating and activating 45 those lines. CITY OF FORT WORTH Landmark Fort Worth Dual Branded Hotel STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103884 Revised August, 30, 2013 013513-3 DAP SPECIAL PROJECT PROCEDURES Page 3 of 7 1 2. Coordinate any event that will require connecting to or the operation of an existing 2 City water line system with the City's representative. 3 a. Coordination shall be in accordance with Section 33 12 25. 4 b. If needed, obtain a hydrant water meter from the Water Department for use 5 during the life of named project. 6 c. In the event that a water valve on an existing live system be turned off and on 7 to accommodate the construction of the project is required, coordinate this 8 activity through the appropriate City representative. 9 1) Do not operate water line valves of existing water system. 10 a) Failure to comply will render the Contractor in violation of Texas Penal 11 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 12 will be prosecuted to the full extent of the law. 13 b) In addition, the Contractor will assume all liabilities and 14 responsibilities as a result of these actions. 15 F. Public Notification Prior to Beginning Construction 16 1. Prior to beginning construction on any block in the project, on a block by block 17 basis, prepare and deliver a notice or flyer of the pending construction to the front 18 door of each residence or business that will be impacted by construction. The notice 19 shall be prepared as follows: 20 a. Post notice or flyer 7 days prior to beginning any construction activity on each 21 block in the project area. 22 1) Prepare flyer on the Contractor's letterhead and include the following 23 information: 24 a) Name of Project 25 b) City Project No (CPN) 26 c) Scope of Project (i.e. type of construction activity) 27 d) Actual construction duration within the block 28 e) Name of the contractor's foreman and phone number 29 f) Name of the City's inspector and phone number 30 g) City's after-hours phone number 31 2) A sample of the `pre -construction notification' flyer is attached as Exhibit 32 A. 33 3) Submit schedule showing the construction start and finish time for each 34 block of the project to the inspector. 35 4) Deliver flyer to the City Inspector for review prior to distribution. 36 b. No construction will be allowed to begin on any block until the flyer is 37 delivered to all residents of the block. 38 G. Public Notification of Temporary Water Service Interruption during Construction 39 1. In the event it becomes necessary to temporarily shut down water service to 40 residents or businesses during construction, prepare and deliver a notice or flyer of 41 the pending interruption to the front door of each affected resident. 42 2. Prepared notice as follows: 43 a. The notification or flyer shall be posted 24 hours prior to the temporary 44 interruption. 45 b. Prepare flyer on the contractor's letterhead and include the following 46 information: 47 1) Name of the project 48 2) City Project Number CITY OF FORT WORTH Landmark Fort Worth Dual Branded Hotel STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103884 Revised August, 30, 2013 01 35 13 -4 DAP SPECIAL PROJECT PROCEDURES Page 4 of 7 1 3) Date of the interruption of service 2 4) Period the interruption will take place 3 5) Name of the contractor's foreman and phone number 4 6) Name of the City's inspector and phone number 5 c. A sample of the temporary water service interruption notification is attached as 6 Exhibit B. 7 d. Deliver a copy of the temporary interruption notification to the City inspector 8 for review prior to being distributed. 9 e. No interruption of water service can occur until the flyer has been delivered to 10 all affected residents and businesses. 11 f. Electronic versions of the sample flyers can be obtained from the Project 12 Construction Inspector. 13 H. Coordination with United States Army Corps of Engineers (USACE) 14 1. At locations in the Project where construction activities occur in areas where 15 USACE permits are required, meet all requirements set forth in each designated 16 permit. 17 I. Coordination within Railroad Permit Areas 18 1. At locations in the project where construction activities occur in areas where 19 railroad permits are required, meet all requirements set forth in each designated 20 railroad permit. This includes, but is not limited to, provisions for: 21 a. Flagmen 22 b. Inspectors 23 c. Safety training 24 d. Additional insurance 25 e. Insurance certificates 26 f. Other employees required to protect the right-of-way and property of the 27 Railroad Company from damage arising out of and/or from the construction of 28 the project. Proper utility clearance procedures shall be used in accordance 29 with the permit guidelines. 30 2. Obtain any supplemental information needed to comply with the railroad's 31 requirements. 32 J. Dust Control 33 1. Use acceptable measures to control dust at the Site. 34 a. If water is used to control dust, capture and properly dispose of waste water. 35 b. If wet saw cutting is performed, capture and properly dispose of slurry. 36 K. Employee Parking 37 1. Provide parking for employees at locations approved by the City. CITY OF FORT WORTH Landmark Fort Worth Dual Branded Hotel STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103884 Revised August, 30, 2013 013513-5 DAP SPECIAL PROJECT PROCEDURES Page 5 of 7 1 1.4 SUBMITTALS [NOT USED] 2 1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.6 CLOSEOUT SUBMITTALS [NOT USED] 4 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.8 QUALITY ASSURANCE [NOT USED] 6 1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.10 FIELD [SITE] CONDITIONS [NOT USED] 8 1.11 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 13 Revision Log DATE NAME SUMMARY OF CHANGE 1.3.B — Added requirement of compliance with Health and Safety Code, Title 9. 8/31/2012 D. Johnson Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. CITY OF FORT WORTH Landmark Fort Worth Dual Branded Hotel STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103884 Revised August, 30, 2013 013513-6 DAP SPECIAL PROJECT PROCEDURES Page 6 of 7 1 EXHIBIT A 2 (To be printed on Contractor's Letterhead) 3 4 5 6 Date: 7 8 CPN No.: 9 Project Name: 10 Mapsco Location: 11 Limits of Construction: 12 13 14 NOTICE QF CQNSTIVCTIQI 15 16 17 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT 18 WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR 19 PROPERTY. 20 21 CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE 22 OF THIS NOTICE. 23 24 IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER 25 ISSUE, PLEASE CALL: 26 27 28 Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> 29 30 OR 31 32 Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> 33 34 AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 35 36 37 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF FORT WORTH Landmark Fort Worth Dual Branded Hotel STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103884 Revised August, 30, 2013 013513-7 DAP SPECIAL PROJECT PROCEDURES 1 EXHIBIT B Date: FORT WORTH DOE 1H0. XXXX Project Name: NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT -OUT, PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, CONTRACTOR Page 7 of 7 CITY OF FORT WORTH Landmark Fort Worth Dual Branded Hotel STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103884 Revised August, 30, 2013 01 45 23 DAP TESTING AND INSPECTION SERVICES SECTION 01 45 23 TESTING AND INSPECTION SERVICES PART 1 - GENERAL 1.1 SUMMARY Page 1 of 2 A. Section Includes: 1. Testing and inspection services procedures and coordination 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. a. Contractor is responsible for performing, coordinating, and payment of all Quality Control testing. b. City is responsible for performing and 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 ADMINISTRATIVE 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 submittals to be uploaded to the City's document management system, or another form of distribution approved by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised March 20, 2020 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 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 all submittals 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 1. Inspection or lack of inspection does not relieve the Contractor from obligation to perform work in accordance with the Contract Documents. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION 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. Magafia Removed reference to Buzzsaw and noted that electronic submittals be uploaded through the City's document management system. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised March 20, 2020 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 015000-1 DAP TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised JULY 1, 2011 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 01 50 00 - 2 DAP TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 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 depth talents 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised JULY 1, 2011 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 015000-3 DAP TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised JULY 1, 2011 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 01 50 00 - 4 DAP TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised JULY 1, 2011 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 015526-1 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised July 1, 2011 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 01 55 26 - 2 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised July 1, 2011 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 015526-3 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised July 1, 2011 Page 3 of 3 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 015713-1 DAP STORM WATER POLLUTION PREVENTION Page 1 of 3 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised July 1, 2011 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 015713-2 DAP STORM WATER POLLUTION PREVENTION Page 2 of 3 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 Depaitinent 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised July 1, 2011 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 015713-3 DAP STORM WATER POLLUTION PREVENTION Page 3 of 3 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised July 1, 2011 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 015813-1 DAP TEMPORARY PROJECT SIGNAGE SECTION 01 58 13 TEMPORARY PROJECT SIGNAGE PART 1 - GENERAL 1.1 SUMMARY Page 1 of 3 A. Section Includes: 1. Temporary Project Signage Requirements 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, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART2- PRODUCTS 2.1 OWNER -FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS A. Design Criteria 1. Provide free standing Project Designation Sign in accordance with City's Standard Details for project signs. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 01 58 13 - 2 DAP TEMPORARY PROJECT SIGNAGE Page 2 of 3 B. Materials 1. Sign a. Constructed of 3/4-inch fir plywood, grade A-C (exterior) or better 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 INSTALLATION A. General 1. Provide vertical installation at extents of project. 2. Relocate sign as needed, upon request of the City. B. Mounting options a. Skids b. Posts c. Barricade 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 A. General 1. Maintenance will include painting and repairs as needed or directed by the City. 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 015813-3 DAP TEMPORARY PROJECT SIGNAGE Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M. Domenech Revised for DAP application CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 Page 3 of 3 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 SECTION 01 60 00 PRODUCT REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY 01 60 00 DAP PRODUCT REQUIREMENTS Page 1 of 2 A. Section Includes: 1. References for Product Requirements and City Standard Products List 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 [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://apes.fortworthtexas.2ov/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 specific 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 01 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised March 20, 2020 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 01 60 00 DAP PRODUCT REQUIREMENTS Page 2 of 2 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 10/12/12 D. Johnson Modified Location of City's Standard Product List 4/7/2014 M.Domenech Revised for DAP application 03/20/2020 D.V. Magafia Removed reference to Buzzsaw and noted that the City approved products list is accessible through the City's website. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised March 20, 2020 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 016600-1 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 016600-2 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 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 Proj ect Representative. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 016600-3 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 016600-4 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 017000-1 DAP MOBILIZATION AND REMOBILIZATION SECTION 01 70 00 MOBILIZATION AND REMOBILIZATION PART 1 - GENERAL 1.1 SUMMARY Page 1 of 4 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 01 70 00 - 2 DAP MOBILIZATION AND REMOBILIZATION Page 2 of 4 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 017000-3 DAP MOBILIZATION AND REMOBILIZATION Page 3 of 4 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] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 01 70 00 - 4 DAP MOBILIZATION AND REMOBILIZATION 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 Page 4 of 4 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 1 2 3 PART 1- GENERAL 4 1.1 SUMMARY 017123-1 CONSTRUCTION STAKING AND SURVEY Page 1 of 8 SECTION 01 7123 CONSTRUCTION STAKING AND SURVEY 5 A. Section Includes: 6 1. Requirements for construction staking and construction survey 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. See Changes (Highlighted in Yellow). 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Construction Staking 15 a. Measurement 16 1) This Item is considered subsidiary to the various Items bid. 17 b. Payment 18 1) The work performed and the materials furnished in accordance with this 19 Item are subsidiary to the various Items bid and no other compensation will 20 be allowed. 21 2. Construction Survey 22 a. Measurement 23 1) This Item is considered subsidiary to the various Items bid. 24 b. Payment 25 1) The work performed and the materials furnished in accordance with this 26 Item are subsidiary to the various Items bid and no other compensation will be 27 allowed. 28 3. As -Built Survey 29 a. Measurement 30 1) This Item is considered subsidiary to the various Items bid. 31 b. Payment 32 1) The work performed and the materials furnished in accordance with this 33 Item are subsidiary to the various Items bid and no other compensation will be 34 allowed. 35 36 37 38 39 40 CITY OF FORT WORTH Landmark Fort Worth Dual Branded Hotel STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103884 Revised February 14, 2018 017123-2 CONSTRUCTION STAKING AND SURVEY Page 2 of 8 1 1.3 REFERENCES 2 A. Definitions 3 1. Construction Survey - The survey measurements made prior to or while 4 construction is in progress to control elevation, horizontal position, dimensions and 5 configuration of structures/improvements included in the Project Drawings. 6 2. As -built Survey —The measurements made after the construction of the 7 improvement features are complete to provide position coordinates for the features 8 of a project. 9 3. Construction Staking — The placement of stakes and markings to provide offsets 10 and elevations to cut and fill in order to locate on the ground the designed 11 structures/improvements included in the Project Drawings. Construction staking 12 shall include staking easements and/or right of way if indicated on the plans. 13 4. Survey "Field Checks" — Measurements made after construction staking is 14 completed and before construction work begins to ensure that structures marked on 15 the ground are accurately located per Project Drawings. 16 B. Technical References 17 1. City of Fort Worth — Construction Staking Standards (available on City's Buzzsaw 18 website) — 01 71 23.16.01_ Attachment A_Survey Staking Standards 19 2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available 20 on City's Buzzsaw website). 21 3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision 22 4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land 23 Surveying in the State of Texas, Category 5 24 25 1.4 ADMINISTRATIVE REQUIREMENTS 26 A. The Contractor's selection of a surveyor must comply with Texas Government 27 Code 2254 (qualifications based selection) for this project. 28 1.5 SUBMITTALS 29 A. Submittals, if required, shall be in accordance with Section 01 33 00. 30 B. All submittals shall be received and reviewed by the City prior to delivery of work. 31 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 32 A. Field Quality Control Submittals 33 1. Documentation verifying accuracy of field engineering work, including coordinate 34 conversions if plans do not indicate grid or ground coordinates. 35 2. Submit "Cut -Sheets" conforming to the standard template provided by the City 36 (refer to 01 71 23.16.01 — Attachment A — Survey Staking Standards). 37 38 1.7 CLOSEOUT SUBMITTALS 39 B. As -built Redline Drawing Submittal CITY OF FORT WORTH Landmark Fort Worth Dual Branded Hotel STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103884 Revised February 14, 2018 017123-3 CONSTRUCTION STAKING AND SURVEY Page 3 of 8 1 1. Submit As -Built Survey Redline Drawings documenting the locations/elevations of 2 constructed improvements signed and sealed by Registered Professional Land 3 Surveyor (RPLS) responsible for the work (refer to 01 71 23.16.01 — Attachment A 4 — Survey Staking Standards) . 5 2. Contractor shall submit the proposed as -built and completed redline drawing 6 submittal one (1) week prior to scheduling the project final inspection for City 7 review and comment. Revisions, if necessary, shall be made to the as -built redline 8 drawings and resubmitted to the City prior to scheduling the construction final 9 inspection. 10 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 11 1.9 QUALITY ASSURANCE 12 A. Construction Staking 13 1. Construction staking will be performed by the Contractor. 14 2. Coordination 15 a. Contact City and Developer's Project Representative at least one week in 16 advance notifying the City of when Construction Staking is scheduled. 17 b. It is the Contractor's responsibility to coordinate staking such that 18 construction activities are not delayed or negatively impacted. 19 3. General 20 a. Contractor is responsible for preserving and maintaining stakes. If City 21 surveyors or Developer's Project Representative are required to re -stake for 22 any reason, the Contractor will be responsible for costs to perform staking. If 23 in the opinion of the City, a sufficient number of stakes or markings have been 24 lost, destroyed disturbed or omitted that the contracted Work cannot take place 25 then the Contractor will be required to stake or re -stake the deficient areas. 26 B. Construction Survey 27 1. Construction Survey will be performed by the Contractor. 28 2. Coordination 29 a. Contractor to verify that horizontal and vertical control data established in the 30 design survey and required for construction survey is available and in place. 31 3. General 32 a. Construction survey will be performed in order to construct the work shown 33 on the Construction Drawings and specified in the Contract Documents. 34 b. For construction methods other than open cut, the Contractor shall perform 35 construction survey and verify control data including, but not limited to, the 36 following: 37 1) Verification that established benchmarks and control are accurate. 38 2) Use of Benchmarks to furnish and maintain all reference lines and grades 39 for tunneling. 40 3) Use of line and grades to establish the location of the pipe. 41 4) Submit to the City copies of field notes used to establish all lines and 42 grades, if requested, and allow the City to check guidance system setup prior 43 to beginning each tunneling drive. 44 5) Provide access for the City, if requested, to verify the guidance system and 45 the line and grade of the carrier pipe. CITY OF FORT WORTH Landmark Fort Worth Dual Branded Hotel STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103884 Revised February 14, 2018 01 71 23 -4 CONSTRUCTION STAKING AND SURVEY Page 4 of 8 1 6) The Contractor remains fully responsible for the accuracy of the work and 2 correction of it, as required. 3 7) Monitor line and grade continuously during construction. 4 8) Record deviation with respect to design line and grade once at each pipe 5 joint and submit daily records to the City. 6 9) If the installation does not meet the specified tolerances (as outlined in 7 Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct 8 the installation in accordance with the Contract Documents. 9 C. As -Built Survey 10 1. Required As -Built Survey will be performed by the Contractor. 11 2. Coordination 12 a. Contractor is to coordinate with City to confirm which features require as- 13 built surveying. 14 b. It is the Contractor's responsibility to coordinate the as -built survey and 15 required measurements for items that are to be buried such that construction 16 activities are not delayed or negatively impacted. 17 c. For sewer mains and water mains 12" and under in diameter, it is acceptable 18 to physically measure depth and mark the location during the progress of 19 construction and take as -built survey after the facility has been buried. The 20 Contractor is responsible for the quality control needed to ensure accuracy. 21 3. General 22 a. The Contractor shall provide as -built survey including the elevation and 23 location (and provide written documentation to the City) of construction 24 features during the progress of the construction including the following: 25 1) Water Lines 26 a) Top of pipe elevations and coordinates for waterlines at the following 27 locations: 28 (1) Minimum every 250 linear feet, including 29 (2) Horizontal and vertical points of inflection, curvature, 30 etc. 31 (3) Fire line tee 32 (4) Plugs, stub -outs, dead-end lines 33 (5) Casing pipe (each end) and all buried fittings 34 2) Sanitary Sewer 35 a) Top of pipe elevations and coordinates for force mains and siphon 36 sanitary sewer lines (non -gravity facilities) at the following locations: 37 (1) Minimum every 250 linear feet and any buried fittings 38 (2) Horizontal and vertical points of inflection, curvature, 39 etc. 40 3) Stormwater — Not Applicable 41 b. The Contractor shall provide as -built survey including the elevation and 42 location (and provide written documentation to the City) of construction 43 features after the construction is completed including the following: 44 1) Manholes 45 a) Rim and flowline elevations and coordinates for each manhole 46 2) Water Lines 47 a) Cathodic protection test stations 48 b) Sampling stations 49 c) Meter boxes/vaults (All sizes) CITY OF FORT WORTH Landmark Fort Worth Dual Branded Hotel STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103884 Revised February 14, 2018 017123-5 CONSTRUCTION STAKING AND SURVEY Page 5 of 8 1 d) Fire hydrants 2 e) Valves (gate, butterfly, etc.) 3 f) Air Release valves (Manhole rim and vent pipe) 4 g) Blow off valves (Manhole rim and valve lid) 5 h) Pressure plane valves 6 i) Underground Vaults 7 (1) Rim and flowline elevations and coordinates for each 8 Underground Vault. 9 3) Sanitary Sewer 10 a) Cleanouts 11 (1) Rim and flowline elevations and coordinates for each 12 b) Manholes and Junction Structures 13 (1) Rim and flowline elevations and coordinates for each 14 manhole and junction structure. 15 4) Stormwater — Not Applicable 16 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 17 1.11 FIELD [SITE] CONDITIONS [NOT USED] 18 1.12 WARRANTY 19 PART 2 - PRODUCTS 20 A. A construction survey will produce, but will not be limited to: 21 1. Recovery of relevant control points, points of curvature and points of intersection. 22 2. Establish temporary horizontal and vertical control elevations (benchmarks) 23 sufficiently permanent and located in a manner to be used throughout construction. 24 3. The location of planned facilities, easements and improvements. 25 a. Establishing final line and grade stakes for piers, floors, grade beams, parking 26 areas, utilities, streets, highways, tunnels, and other construction. 27 b. A record of revisions or corrections noted in an orderly manner for reference. 28 c. A drawing, when required by the client, indicating the horizontal and vertical 29 location of facilities, easements and improvements, as built. 30 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all 31 construction staking projects. These cut sheets shall be on the standard city template 32 which can be obtained from the Survey Superintendent (817-392-7925). 33 5. Digital survey files in the following formats shall be acceptable: 34 a. AutoCAD (.dwg) 35 b. ESRI Shapefile (.shp) 36 c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use 37 standard templates, if available) 38 6. Survey files shall include vertical and horizontal data tied to original project 39 control and benchmarks, and shall include feature descriptions 40 PART 3 - EXECUTION 41 3.1 INSTALLERS CITY OF FORT WORTH Landmark Fort Worth Dual Branded Hotel STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103884 Revised February 14, 2018 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 017123-6 CONSTRUCTION STAKING AND SURVEY Page 6 of 8 A. Tolerances: 1. The staked location of any improvement or facility should be as accurate as practical and necessary. The degree of precision required is dependent on many factors all of which must remain judgmental. The tolerances listed hereafter are based on generalities and, under certain circumstances, shall yield to specific requirements. The surveyor shall assess any situation by review of the overall plans and through consultation with responsible parties as to the need for specific tolerances. a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical tolerance. Horizontal alignment for earthwork and rough cut should not exceed 1.0 ft. tolerance. b. Horizontal alignment on a structure shall be within .0.lft tolerance. c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and walkways shall be located within the confines of the site boundaries and, occasionally, along a boundary or any other restrictive line. Away from any restrictive line, these facilities should be staked with an accuracy producing no more than 0.05ft. tolerance from their specified locations. d. Underground and overhead utilities, such as sewers, gas, water, telephone and electric lines, shall be located horizontally within their prescribed areas or easements. Within assigned areas, these utilities should be staked with an accuracy producing no more than 0.1 ft tolerance from a specified location. e. The accuracy required for the vertical location of utilities varies widely. Many underground utilities require only a minimum cover and a tolerance of 0.1 ft. should be maintained. Underground and overhead utilities on planned profile, but not depending on gravity flow for performance, should not exceed 0.1 ft. tolerance. 27 B. Surveying instruments shall be kept in close adjustment according to manufacturer's 28 specifications or in compliance to standards. The City reserves the right to request a 29 calibration report at any time and recommends regular maintenance schedule be 30 performed by a certified technician every 6 months. 31 1. Field measurements of angles and distances shall be done in such fashion as to 32 satisfy the closures and tolerances expressed in Part 3.1.A. 33 2. Vertical locations shall be established from a pre -established benchmark and 34 checked by closing to a different bench mark on the same datum. 35 3. Construction survey field work shall correspond to the client's plans. Irregularities 36 or conflicts found shall be reported promptly to the City. 37 4. Revisions, corrections and other pertinent data shall be logged for future reference. 38 39 3.2 EXAMINATION [NOT USED] 40 3.3 PREPARATION [NOT USED] 41 3.4 APPLICATION 42 3.5 REPAIR / RESTORATION 43 A. If the Contractor's work damages or destroys one or more of the control 44 monuments/points set by the City or Developer's Project Representative, the monuments 45 shall be adequately referenced for expedient restoration. CITY OF FORT WORTH Landmark Fort Worth Dual Branded Hotel STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103884 Revised February 14, 2018 017123-7 CONSTRUCTION STAKING AND SURVEY Page 7 of 8 1 1. Notify City or Developer's Project Representative if any control data needs to be 2 restored or replaced due to damage caused during construction operations. 3 a. Contractor shall perform replacements and/or restorations. 4 b. The City or Developer's Project Representative may require at any time a 5 survey "Field Check" of any monument or benchmarks that are set be verified 6 by the City surveyors or Developer's Project Representative before further 7 associated work can move forward. 8 3.6 RE -INSTALLATION [NOT USED] 9 3.7 FIELD [oR] SITE QUALITY CONTROL 10 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the 11 City or Developer's Project Representative in accordance with this Specification. This 12 includes easements and right of way, if noted on the plans. 13 B. Do not change or relocate stakes or control data without approval from the City. 14 3.8 SYSTEM STARTUP 15 A. Survey Checks 16 1. The City reserves the right to perform a Survey Check at any time deemed 17 necessary. 18 2. Checks by City personnel or 3rd party contracted surveyor are not intended to 19 relieve the contractor of his/her responsibility for accuracy. 20 21 3.9 ADJUSTING [NOT USED] 22 3.10 CLEANING [NOT USED] 23 3.11 CLOSEOUT ACTIVITIES [NOT USED] 24 3.12 PROTECTION [NOT USED] 25 3.13 MAINTENANCE [NOT USED] 26 3.14 ATTACHMENTS [NOT USED] 27 END OF SECTION 28 DATE NAME 8/31/2012 D. Johnson 8/31/2017 M. Owen 2/14/2018 M Owen Revision Log SUMMARY OF CHANGE 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. 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 CITY OF FORT WORTH Landmark Fort Worth Dual Branded Hotel STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103884 Revised February 14, 2018 017123-8 CONSTRUCTION STAKING AND SURVEY Page 8 of 8 measurement criteria; revised list of items requiring as -built survey "during" and "after" construction; and revised acceptable digital survey file format CITY OF FORT WORTH Landmark Fort Worth Dual Branded Hotel STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103884 Revised February 14, 2018 017423-1 DAP CLEANING SECTION 01 74 23 CLEANING PART 1 - GENERAL 1.1 SUMMARY Page 1 of 4 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 01 74 23 - 2 DAP CLEANING Page 2 of 4 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 017423-3 DAP CLEANING Page 3 of 4 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] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 01 74 23 - 4 DAP CLEANING END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 Page 4 of 4 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 SECTION 01 77 19 CLOSEOUT REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY 017719-1 DAP CLOSEOUT REQUIREMENTS Page 1 of 3 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 017719-2 DAP CLOSEOUT REQUIREMENTS Page 2 of 3 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 017719-3 DAP CLOSEOUT REQUIREMENTS Page 3 of 3 1. Once the City Project Representative finds the Work subsequent to Final Inspection to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 017823-1 DAP OPERATION AND MAINTENANCE DATA SECTION 01 78 23 OPERATION AND MAINTENANCE DATA PART 1 - GENERAL 1.1 SUMMARY Page 1 of 5 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 fmal 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 1/2 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 01 78 23 - 2 DAP OPERATION AND MAINTENANCE DATA Page 2 of 5 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 017823-3 DAP OPERATION AND MAINTENANCE DATA Page 3 of 5 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 01 78 23 - 4 DAP OPERATION AND MAINTENANCE DATA Page 4 of 5 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 017823-5 DAP OPERATION AND MAINTENANCE DATA 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] DATE NAME 8/31/2012 D. Johnson 4/7/2014 M.Domenech END OF SECTION Revision Log SUMMARY OF CHANGE 1.5.A.1 — title of section removed Revised for DAP Application CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 Page 5 of 5 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 017839-1 DAP PROJECT RECORD DOCUMENTS SECTION 01 78 39 PROJECT RECORD DOCUMENTS PART 1 - GENERAL 1.1 SUMMARY Page 1 of 4 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 017839-2 DAP PROJECT RECORD DOCUMENTS Page 2 of 4 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 [old 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". CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 017839-3 DAP PROJECT RECORD DOCUMENTS Page 3 of 4 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 017839-4 DAP PROJECT RECORD DOCUMENTS Page 4 of 4 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 Landmark Fort Worth Dual Branded Hotel City Project No. 103884 APPENDIX GC-4.01 Availability of Lands — See attached Deed and ALTA GC-4.02 Subsurface and Physical Conditions — Refer to Geotech Report Project No. 21-DG6712, Dated October 22, 2021 prepared by Geoscience Engineers, LLC GC 1.01 Underground —Facilities GC 4.06 Hazard^„ Ervirenmertai Ge dition at Site .brrao Comykkmae GC 6.07 Wage Rates GC 6.09 P x'mits and Utilities GC-6.21 PIr oPiltiilfKtiian GR-01 60 00 Product Requirements CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Landmark Fort Worth Dual Branded Hotel City Project No.103884 GC-4.01 Availability of Lands THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Landmark Fort Worth Dual Branded Hotel City Project No.103884 1/2" IRF 1/2" IRF SB FH SW MH Ch B=N86°02'00"E Ch L=99.43' L=99.43' R=4,060.09' A=001 °24' 11 " ABBREVIATION LEGEND ABBR. DEFINITION AC AIR CONDITIONER BILLB BILLBOARD Bol. BOLLARD C COMMUNICATION CC# COUNTY CLERK'S FILE NO. CIRF IRON ROD FOUND WITH CAP CIRS IRON ROD SET W/CAP STAMPED "W.A.I. 5714" CM CONTROLLING MONUMENT CO CLEANOUT E ELECTRIC EB ELECTRIC BOX EM ELECTRIC METER FH FIRE HYDRANT FOMK FIBER OPTIC MARKER FP FLAG POLE G GAS GI GRATE INLET GL GROUND LIGHT GM GAS METER GMK GAS MARKER GR GAS RISER GV GAS VALVE GW GUY WIRE HI BUILDING HEIGHT HC HANDICAPPED ICV IRRIGATION CONTROL VALVE IN INLET IRF IRON ROD FOUND LP LIGHT POLE MAG MAG NAIL SET WITH SHINER STAMPED "W.A.I. R.P.L.S. 5714" MB MAIL BOX MH MANHOLE MP METAL POST OHL OVERHEAD LINES PF PIN FLAG PKF PK NAIL FOUND PKS PK NAIL SET PM PAINT MARK PP POWER POLE SB SIGNAL BOX SN SIGN SP SIGNAL POLE SS SANITARY SEWER SW STORM WATER TMK TELEPHONE MARKER TP TELEPHONE PEDESTAL TPAD TRANSFORMER PAD TSN TRAFFIC SIGN UGC UNDERGROUND CABLE MARKER W WATER WM WATER METER WP WOOD POST WV WATER VALVE XCF "X" CUT IN CONCRETE FOUND XCS "X" CUT IN CONCRETE SET 10'x15' W R EASEMENT CC,#1321615156 673 IN • 67 j ® SS MH-672. FL-663' • IN SW MH SW MH-682.26' ® FL-674.96' SS MH-682.32' FL-674.47' FLOOD NOTE According to the Federal Emergency Management Agency, Flood Insurance Rate Map Community Panel No. 48439C0170K, dated September 25, 2009, this property is within Flood Zone X. Zone X - Areas determined to be outside the 0.2% annual chance floodplain. (Areas determined to be outside the 500-year floodplain.) This flood statement does not imply that the property and/or the structure thereon will be free from flooding or flood damage. On rare occasions, greater floods can and will occur and flood heights may be increased by man-made or natural causes. This flood statement shall not create liability on the part of the surveyor. SW MH 6d t IN CONCRETE ViaTifIK 11/2"CIRF SW MH-683.67' FL-678.87' LP;s IN J' /11-10 5714" (R $1� 6g2 6 • LOT 1 R5A1, BLOCK 2 LANDMARK QUEBEC ADDITION CC #D221160934 -669.70 6500 NW LOOP 820 LQ DEVELOPMENT, LLC 10'X15' `". COCRETE / WV wv MH SID 1 6 3 NORTHWEST CENTRE DRIVE (VARIABLE WIDTH RIGHT-OFSMH-687.49' FL-679.49' 0 684/ Ch B=N81 °49'22"E Ch L=44.62' L=44.62' R=4,050.09' CDC A=000°37'52" LOT 1 R5A2, BLOCK 2 LANDMARK QUEBEC ADDITION CC #D221160934 3.000 ACRES (130,693 SQ. FT.) NO BUILDINGS OBSERVED NO ADDRESS AVAILABLE LQ D.�VELOPMENT cp 30' PUBLIC ACCESS, WATER & SANITARY SEWER EASEMENT - CC #D216151560 CONCRETE Ch B=S69°12'56"W Ch L=79.14' L=79.43' R=265.00' c A=017° 10'27" PF-G LOT 1 R4A, BLOCK 2 /LANDMARK QUEBEC ADDITION \ CC #D216223432 30' PF-G� CO(2) CONCRETE PF-G PF-G PF-G� S 60°37'42" W 13.43' VICINITY MAP NOT TO SCALE SS MH-687.81' ©FL-678.31 CONCRETE POINT OF BEGINNING 30' SANITARY SEWER EASEMENT CC #D219245374 co 0 Ch B=S69°12'56"W Ch L=64.20' L=64.44' R=215.00' A=017°10'26" PRIVATE DRAINAGE EASEMENT CC #D216151560 ON DECK PROPERTIES LAKE WORTH LLC CC #D220210762 GMK MP Gate MP S Scale 1" = 40' CONCRETE CONC TE 10' UTILITY EASEMENT CC #D216151560 CC #D216223432 30'x30' SANITARY SEWER EASEMENT ENCROACHMENT CC #D219226465 PM- PM-E/CLR PM-C/CLR PP PP EB =002°57'12 R=4,050.0g L=2p8.76 Ch L=208.73 Ch B=S80 01, 50„W GI 10' UTILITY EASEMENT CC #D216151560 PF-G- 10'x10' WATER 10'x15' WATER EASEMENT CC #D216151560 CC #D216223432 LOT 1R3A, BLOCK 2 LANDMARK QUEBEC ADDITION CC #D216223432 LQ DEVELOPMENT, LLC 10' UTILITY EASEMENT CC #D216151560 ©SS MH SW MH XCF CM 'COMMENCING CC #D217211541) POINT OF (CC #D216151560, SW MN-698.98' 4064 (CC #D216151560, 13'S ICV(3) TPAD LOT 1R1, BLOCK 2 LANDMARK QUEBEC ADDITION CC #D216151560 01 5 ' x1 AOWE \MA TE EN RT \ 0' TILITY EASEMENT CC #D216151560 CC #D216151560 Vau 15'X10' WATER EASEMENT CC #D216151560 10' UTILITY EASEMENT CC #D216151560 30' PUBLIC ACCESS, WATER & SEWER EASEMENT CC #D216223432 IN LOT 1R2A, BLOCK 2 LANDMARK QUEBEC ADDITION CC #D216223432 10' UTILITY EASEMENT CC #D216151560 IN S7H SW MH TCG FORT WORTH CR, LLC SIX PINES LAKE WORTH, LLC SB foN Ok -7,1;14,0 LP 441.9 SW MH n S14 ‘,CO°07C1\ ' 40. )- ' C \'\ \ - •& - \>.(e,\\° CONCRETE CM 1/2" CIRF ROCKS SW MH(2 SW MH(2) LI added note 03-24-2021 addressed comments 03-12-2021 Lu Associates, Inc. 1.0 00 LLJ 0 Lu 0 ai co >- cn cn NI- (75 0 P.O. BOX 93898 3.000 ACRES File : 47429-ALTA-TR1 SHEET OF 2 SOUTHLAKE, TX 76092 Project No.: 47429.00 G:\474\29\SURVEY\Boundary Surveys\47429-ALTA-TR1.dwg PROPERTY DESCRIPTION STATE OF TEXAS § COUNTY OF TARRANT § TRACT 1: BEING all of Lot 1 R5A2, Block 2, Landmark Quebec Addition, an addition to the City of Fort Worth, Tarrant County, Texas, according to the Plat thereof recorded in County Clerks Instrument No. D221160934, Official Public Records, Tarrant County, Texas. Bearings shown hereon are based upon an on -the -ground Survey performed in the field on the 11th day of March, 2021, utilizing a G.P.S. bearing related to the Texas Coordinate System, North Texas Central Zone (4202), NAD 83, grid values from the GeoShack VRS network. TRACT 2: (per Title Commitment) Non-exclusive easement for pedestrian and vehicular access, ingress and egress, as created by that certain Reciprocal Easement Agreement dated June 16, 2016, recorded under County Clerk's File No. D216161115, Official Public Records, Tarrant County, Texas. SCHEDULE "B" NOTES Items corresponding to the Commitment for Title Insurance issued June 7, 2021 by Title Resources Guaranty Company bearing an effective date of May 4, 2021, GF# 110004359. In addition to the Exclusions and Conditions and Stipulations, your Policy will not cover loss, costs, attorney's fees, and expenses resulting from: 1. Restrictive Covenants recorded in/under County Clerk's File No(s). D209082510. D216151560 and D216223432. of the Plat Records, in Volume 927, Page 38 and Volume 12811, Page 51 of the Deed Records, and under County Clerk's File No(s). D207398617, D207420972, D208234311, D214105415, D216036206, D217154379, and D220127812, of the Official Public Records, Tarrant County, Texas. 2.-9. Intentionally omitted by Surveyor. 10.a. The following matters and all terms of the documents creating or offering evidence of the matters: The following, all according to the plat recorded in County Clerk's Instrument No. D221160934, Official Public Records, Tarrant County, Texas. (Affects the Subject Property as shown.) Fifteen foot (15') public access, water and sewer easement along south property line. Ten foot (10') utility easement, adjacent to above easement, along south property line. Thirty foot (30') private drainage easement, adjacent to above public access, water and sewer easement, along south property line. Thirty foot (30') sanitary sewer easement along east property line. Ten foot (10') utility easement along north property line. Thirty foot by thirty foot (30' x 30') sanitary sewer easement encroachment in southeast corner of lot. 10.b. Terms, conditions, easements, and maintenance obligations for Landmark Quebec Addition, as set out in covenants and restrictions recorded in County Clerk's File No(s). D207420972 and D208234311. Official Public Records, Tarrant County, Texas, together with any and all amendments thereto. (Affects the Subject Property and is blanket in nature.) 10.c. Sewer Facility Easement granted to the City of Fort Worth, recorded October 25, 2019, under County Clerk's File No. D219245374, Official Public Records, Tarrant County, Texas, as affected by Easement Encroachment License Agreement recorded October 3, 2019, under County Clerk's File No. D219226465, Official Public Records, Tarrant County, Texas. (Affects the Subject Property as shown.) 10.d. Intentionally deleted by Title Company. 10.e. Terms and conditions as set forth in that certain Unified Sign Agreement for Landmark Quebec, executed by and between 179D, Ltd and 27D, Ltd, and the City of Fort Worth, recorded , December 6, 2007, under County Clerk's File No. D207432332, Official Public Records, Tarrant County, Texas. (Affects the Subject Property and is blanket in nature.) 10.f. Terms, conditions, and costs of maintenance as set out in Storm Water Facility Maintenance Agreement, recorded under County Clerk's File No. D207398617, Official Public Records, Tarrant County, Texas. (Affects the Subject Property and is blanket in nature.) 10.g. Terms, conditions, and cost of maintenance as set out in Reciprocal Easement Agreement, dated June 16, 2016, recorded under County Clerk's File No. D216161115, Official Public Records, Tarrant County, Texas. (Affects the Subject Property and is blanket in nature.) 10.h-10.r. Intentionally omitted by Surveyor. The Surveyor has not abstracted the record title and/or easements of the subject property. The Surveyor prepared this survey with the benefit of a title commitment described above and assumes no liability for any easements, right-of-way dedications or other title matters affecting the subject property which may have been filed in the real property records but are not disclosed in said title commitment. NOTE Memorandum of Surface Use, Sub -surface use Easement, Access Easement and Pipeline Easement Agreement and Memorandum of Amendment of Surface Use, Sub -surface Use Easement, Access Easement and Pipeline Easement Agreement, recorded in County Clerk's File Nos. D207420973 and D208293445, Official Public Records, Tarrant County, Texas. DRILL SITE EASEMENT - Does not affect the subject property. PIPELINE EASEMENT - Does not affect the subject property. ACCESS EASEMENT - Does not affect the subject property. SUB -SURFACE USE - Blanket and affects the subject property. added note 03-24-2021 SURVEYOR'S CERTIFICATION TO: ICON Lodging, LLC and Title Resources Guaranty Company addressed comments 03-12-2021 This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2021 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1, 2, 3, 4, 7(a), 7(b)(1), 8, 9, 13 and 14 of Table A thereof. The fieldwork was completed on 03/11/2021. Leonard J. Lueker (Original signature in red ink) Registered Professional Land Surveyor Texas Registration No. 5714 Winkelmann & Associates, Inc. 6750 Hillcrest Plaza Drive, Suite 325 Dallas, Texas 75230 (972) 490-7090 I.lueker@winkelmann.com Please note that the use of the word "CERTIFY" or "CERTIFICATE" used hereon constitutes an expression of professional opinion regarding those facts or findings which are the subject of the certification, and does not constitute a warranty or guarantee, either expressed or implied. P.O. BOX 93898 3.000 ACRES SOUTHLAKE, TX 76092 N o N N N < ti ti o Z CI) a) o 0 . TtiIL Z a) SHEET 2 o� Z 0 0 G:\474\29\SURVEY\Boundary Surveys\47429-ALTA-TR1.dwg D221267970 09/14/2021 03:17 PM Page: 1 of 6 Fee: $39.00 Electronically Recorded by Tarrant County Clerk in Official Public Records - Submitter: Providence Title Company MARY LOUISE NICHOLSON COUNTY CLERK NOTICE OF CONFIDENTIALITY RIGHT: IF YOU ARE A NATURAL PERSON, YOU MAY REMOVE OR STRIKE ANY OF THE FOLLOWING INFORMATION FROM THIS INSTRUMENT BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS: YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVER'S LICENSE NUMBER. !1d6©1/jig THE STATE OF TEXAS § COUNTY OF TARRANT § SPECIAL WARRANTY DEED WITH VENDOR'S LIEN KNOW ALL PERSONS BY THESE PRESENTS: LQ Development, LLC, a Texas limited liability company ("Grantor"), for and in consideration of the sum of TEN AND NO/100 DOLLARS ($10.00) cash and other good and valuable consideration to it paid by Landmark Fort Worth Lodging, LLC, a Texas limited liability company, ("Grantee"), whose mailing address is 8951 Cypress Waters Blvd, Suite 166, Coppell, TX 75019, the receipt and sufficiency of which are hereby acknowledged, and a Note of even date that is in the principal amount of Six Hundred Sixty-six Thousand Four Hundred Sixty-eight and No/100 Dollars ($666,468.00), and is executed by Grantor payable to the order of Texas Brand Bank, , the payment of which Note is secured by a Vendor's Lien retained in this Deed of Trust of even date from Grantee naming Edward B. Tomlinson II & John C. Shackelford, (collectively "Trustee"), whose mailing address is 1919 S. Shiloh Rd., Suite 100, LB 30, Garland, Texas and confessed, has GRANTED, BARGAINED, SOLD, and CONVEYED, and by these presents does GRANT, BARGAIN, SELL, and CONVEY unto the Grantee that certain tract of land described in the attached Exhibit A, together with all and singular, all improvements thereon and all rights and appurtenances pertaining thereto. This conveyance is given and accepted subject to any and all restrictions, reservations, covenants, conditions, rights of way, easements, and encumbrances, whether of record or not, if any, and all municipal or other governmental zoning laws, regulations and ordinances, if any, affecting the Property including those described on the attached Exhibit B (herein called the "Permitted Encumbrances"). Ad valorem taxes have been paid through the year 2020. Grantee, by acceptance of this Special Warranty Deed assumes the obligation to pay all such taxes for the year 2021 and all taxes and assessments for subsequent years. EXCEPT AS TO WARRANTY OF TITLE, THE PROPERTY IS BEING SOLD AND ACCEPTED AS -IS, WHERE -IS, AND, EXCEPT AS OTHERWISE PROVIDED IN THE AGREEMENT OF PURCHASE AND SALE BETWEEN GRANTOR AND GRANTEE, GRANTOR MAKES NO REPRESENTATIONS OR WARRANTIES WITH RESPECT TO THE PHYSICAL CONDITION OR ANY OTHER ASPECT OF THE PROPERTY, INCLUDING, WITHOUT LIMITATION, (I) THE CONFORMITY OF THE PROPERTY TO PAST, D221267970 Page 2 of 6 CURRENT OR FUTURE APPLICABLE ZONING OR BUILDING CODE REQUIREMENTS OR THE COMPLIANCE WITH ANY OTHER LAWS, RULES, ORDINANCES, OR REGULATIONS OF ANY GOVERNMENT OR OTHER BODY, (II) THE EXISTENCE OF SOIL INSTABILITY, PAST SOIL REPAIRS, SOIL ADDITIONS OR CONDITIONS OF SOIL FILL, SUSCEPTIBILITY TO LANDSLIDES, SUFFICIENCY OF UNDERSHORING, SUFFICIENCY OF DRAINAGE, (III) WHETHER THE PROPERTY IS LOCATED WHOLLY OR PARTIALLY IN A FLOOD PLAIN OR A FLOOD HAZARD BOUNDARY OR SIMILAR AREA, AND (IV) ANY OTHER MATTER WHATSOEVER AFFECTING THE STABILITY, INTEGRITY, OTHER CONDITION OR STATUS OF THE LAND ON ALL OR PART OF THE PROPERTY. TO HAVE AND TO HOLD the Property together with all and singular the rights and appurtenances thereto in anywise belonging unto Grantee, its legal representatives, successors, and assigns forever; and Grantor does hereby bind itself, its legal representatives, successors, and assigns to WARRANT AND FOREVER DEFEND all and singular the Property, subject to the Permitted Encumbrances, unto Grantee, its legal representatives, successors, and assigns, against every person whomsoever lawfully claiming or to claim the same or any part thereof by, through, or under Grantor, but not otherwise. [Remainder of Page Intentionally Left Blank - Signature Page(s) Follow] SPECIAL WARRANTY DEED 2 D221267970 Page 3 of 6 WITNESS THE EXECUTION HEREOF as of the l4 day of September 2021. GRANTOR: LQ DEVELOPMENT, LLC a Texas limited liability company By: 179D GP, LLC a Texas limited liability company Its: Manager -/�-, L' William E. Stonaker, Manager THE STATE OF TEXAS § COUNTY OF TARRANT § This instrument was acknowledged before me on the %u i -'day of September 2021, by William E. Stonaker, Manager of 179D GP, LLC, Manager of LDeuelopment, LLC, a Texas limited liability company, on behalf of said lilted Ii ility comp. 'y [SEAL] MAUREEN RICCARDI Notary public, State of Texas Comm. Expires 04-30-2024 Notaryta 194699-6 AFTER RECORDING RETURN TO: 7.3 iA/L))ly i ✓f2: .� � � � 74 7 7)3 Notary Public, State of Texas SPECIAL WARRANTY DEED Signature Page D221267970 Page 4 of 6 EXHIBIT A Legal Description Tract 1: Lot 1R5A2, Block 2, of Landmark Quebec Addition, an addition to the City of Fort Worth, Tarrant County, Texas, according to the No. D221160934, of the Plat Records, Tarrant County, Texas. Tract 2: Non-exclusive easement for pedestrian and vehicular access, ingress and egress, as created by that certain Reciprocal Easement Agreement dated June 16, 2016, recorded under County Clerk's File No. D216161115, Official Public Records, Tarrant County, Texas. Special Warranty Deed Exhibit A D221267970 Page 5 of 6 EXHIBIT B Permitted Encumbrances 1. The following matters and all terms of the documents creating or offering evidence of thematters: a. The following, all according to the plat recorded in County Clerk's File No. D221160934 of the Plat Records, Tarrant County, Texas: Fifteen foot (15') public access, water and sewer easement along southerly property line. Ten foot (10') utility easement, adjacent to above easement, along southerly property line. Thirty foot (30') private drainage easement, adjacent to above public access, water and sewer easement, along southerly property line. Thirty foot (30') sanitary sewer easement along easterly property line. Ten foot (10') utility easement along northerly property line. Thirty foot by thirty foot (30' x 30') sanitary sewer easement encroachment in southeast corner of lot. b. Terms, conditions, easements, and maintenance obligations for Landmark Quebec Addition, as set out in covenants and restrictions recorded in County Clerk's File No(s). D207420972 and D208234311, Official Public Records, Tarrant County, Texas, together with any and all amendments thereto. c. Easement(s) for the purpose(s) shown below and rights incidental thereto, as granted in a document: Granted to: City of Fort Worth Purpose: sewer facility Recording Date: October 25, 2019 Recording No: County Clerk's File No. D219245374, of the Official Public Records, Tarrant County, Texas As affected by Easement Encroachment License Agreement recorded October 3, 2019, under County Clerk's File No. D219226465, of the Official Public Records, Tarrant County, Texas. d. Terms and conditions as set forth in that certain Unified Sign Agreement for Landmark Quebec Executed by and between: 179D, Ltd and 27D, Ltd, and the City of FortWorth Recording Date: December 6, 2007 Recording No.: County Clerk's File No. D207432332, of the Official Public Records, Tarrant County, Texas SPECIAL WARRANTY DEED Exhibit 8 D221267970 Page 6 of 6 e. Terms, conditions, and costs of maintenance as set out in Storm Water Facility Maintenance Agreement recorded under County Clerk's File No. D207398617, Official Public Records, Tarrant County, Texas. f. Terms, conditions, and costs of maintenance as set out in Reciprocal Easement Agreement dated June 16, 2016, recorded under County Clerk's File No. D216161115, Official Public Records, Tarrant County, Texas. g. Interest in and to oil, gas, and other minerals and/or royalties, bonuses, rentals, and all other rights relating thereto as set forth in the document Recording No.: County Clerk's File No. D205156420, of the Official Public Records, Tarrant County, Texas As affected by Partial Release of Surface Rights recorded under County Clerk's File No. D208441859, of the Official Public Records, Tarrant County, Texas. h. Oil, Gas and Mineral Lease, together with all rights incidentthereto. Lessor: NW Tarrant Growth Partners, L.P. Lessee: XTO Resources I, LP Dated: January 24, 2006 Recording No.: County Clerk's File No. D206050576, of the Official Public Records, Tarrant County, Texas As affected by Amendment to Correct Property recorded under County Clerk's File No. D206287913, of the Official Public Records, Tarrant County, Texas. All leases, grants, exceptions or reservations of coal, lignite, oil, gas, and other minerals, together with all rights, privileges, and immunities relating thereto, appearing in the Public. Tract 2: Subject property has frontage or abuts I. H. Loop 820 aka Loop 820, which is a controlled access highway. The Company by this policy does not insure against the exercise of power by competent governmental authority to limit, control or deny access, ingress or egress to the herein described property from I. H. Loop 820 aka Loop 820 or the service road which subject property abuts, nor does it insure that the insured has or shall continue to have access, ingress and egress from subject property to and from such highway and/or service road. SPECIAL WARRANTY DEED Exhibit B GC-4.02 Subsurface and Physical Conditions THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Landmark Fort Worth Dual Branded Hotel City Project No.103884 GeoScience GEOTECHNICAL INVESTIGATION Proposed HOME 2 SUITES Northwest Center Drive & Buda Lane Fort Worth, Texas PROJECT NO. 21-DG6712 Prepared for: LANDMARK FORT WORTH HOSPITALITY Irving, Texas Prepared by: GEOSCIENCE ENGINEERS, LLC Dallas, Texas October 2021 2712 Satsuma Drive, Suite 400 ♦Dallas, Texas 75229♦ 972.488.3500 (P) ♦e-mail: geti@sbcglobal.net trtif GeoScience Project No. 21-DG6712 October 22, 2021 Landmark Fort Worth Hospitality 8951 Cypress Waters Blvd. Suite 160 Coppell, Texas75019 Geotechnical Investigation Proposed HOME 2 SUITES Northwest Center Drive & Buda Lane Fort Worth, Texas This report presents the results of the geotechnical investigation performed of the site of the referenced project located in Fort Worth, Texas. Our engineering analyses as well as the results of our field and laboratory investigations are included in this study. Our Construction Materials Testing Division can provide the materials testing services that will be required during the construction phase of this project. We will be pleased to discuss a scope of work and submit a proposal for these services upon request. We appreciate the opportunity to be of assistance on this project. Please feel free to contact us if you have any questions or if we can be of further service. Respectfully. Geoscience Engineers, LLC Firm Reg # F-1 1285 } Amir Shahed Project Manager Syed S. Afsar, P.E. Project Engineer 2712 Satsuma Drive, Suite 400 +Dallas, Texas 75229♦ 972.488.3500 (P) .e-mail: geti@sbcglobal.net GeoScience Project No. 21-DG6712 October 22, 2021 Landmark Fort Worth Hospitality 8951 Cypress Waters Blvd. Suite 160 Coppell, Texas75019 Geotechnical Investigation Proposed HOME 2 SUITES Northwest Center Drive & Buda Lane Fort Worth, Texas This report presents the results of the geotechnical investigation performed at the site of the referenced project located in Fort Worth, Texas. Our engineering analyses as well as the results of our field and laboratory investigations are included in this study. Our Construction Materials Testing Division can provide the materials testing services that will be required during the construction phase of this project. We will be pleased to discuss a scope of work and submit a proposal for these services upon request. We appreciate the opportunity to be of assistance on this project. Please feel free to contact us if you have any questions or if we can be of further service. Respectfully, Geoscience Engineers, LLC Firm Reg # F-1 1285 Amir Shahed Project Manager Syed S. Afsar, P.E. Project Engineer 2712 Satsuma Drive, Suite 400 ♦Dallas, Texas 75229♦ 972.488.3500 (P) ♦e-mail: geti@sbcglobal.net Y' GeoScience Proposed H2S Hotel Northwest Center Drive & Buda Lane Fort Worth, Texas CONTENTS Page INTRODUCTION Project Description 1 Site Description 1 Purposes and Scope of Work 1 Report Format 2 FIELD INVESTIGATION 2 LABORATORY TESTING 3 Review 3 GENERAL SUBSURFACE CONDITIONS Stratigraphy 3 Subsurface Water Conditions 3 ANALYSIS AND RECOMMENDATIONS Construction Consultation and Monitoring 4 Soil Movement 4 FOUNDATION TYPE A. Shallow Footings 5 B. Straight -Shaft Pier Foundation System 5 Soil Induced Uplift Loads 6 Pier Installation 6 Building Pad Preparation 7 Select Fill 8 Flex Base 8 PAVING RECOMMENDATIONS 8 SITE GRADING and DRAINAGE 9 LANDSCAPING 10 CLOSURE 11 ILLUSTRATIONS Plate BORING LOCATION PLAN A BORING LOGS 1-7 GEOSCIENCE ENGINEERS, LLC 4;* GeoScience INTRODUCTION Project Description Proposed H2S Hotel Northwest Center Drive & Buda Lane Fort Worth, Texas This report presents the results of the geotechnical investigation performed at the site of the referenced project located in Fort Worth, Texas. Based on the project information provided, it is our understanding that construction will consist of hotel building and the associated paved parking and drive areas. Information regarding structural loads was not available at the time of this investigation; however, we anticipate the loads will be light to moderate. It is expected that the finished floor elevation of the proposed building will be above the surround ground surface elevation. Site Description The site of the proposed project is located at southeast quadrant of Northwest Center Drive & Buda Lane in Fort Worth, Texas. At the time of this investigation, the study area was undeveloped land. The general location and orientation of the site is shown in the Illustrations section of this report. Purposes and Scope of Work The principal purposes of this investigation were to evaluate the general soil conditions at the referenced site and develop geotechnical parameters for the design and construction of the building foundation. Our scope of work included: 1). developing subsurface soil and rock stratigraphy at the boring locations; 2). evaluating soil swell potential and alternatives to reduce the soil movement; 3). providing recommendations for foundation design parameters; 4). providing pavement recommendations; and 5). providing site preparation recommendations. GEOSCIENCE ENGINEERS, LLC GeoScience Report Format Proposed H2S Hotel Northwest Center Drive & Buda Lane Fort Worth, Texas The first sections of the report describe the field and laboratory phases of the study. The remaining sections present our recommendations to guide design and preparation of plans and specifications. Boring logs and laboratory test results are presented in the Illustrations section of this report. FIELD INVESTIGATION The field portion of this study consisted of drilling and sampling a total of seven (7) test borings to a depth of 5 feet in proposed parking and 15 to 20 feet in the proposed building pad. Boring Logs with descriptions of the soils encountered are presented on Plates 1 to 7. Soil strata boundaries shown on the boring logs are approximate. The borings were advanced using continuous flight augers. Undisturbed cohesive soil samples were obtained using a 3-inch diameter thin -walled tube sampler pushed into the soil. The undrained compressive strength of cohesive soils was estimated in the field using a calibrated pocket penetrometer. To evaluate the relative density and consistency of harder formations, Texas Department of Transportation Cone Penetrometer tests were performed at selected locations. The actual test consists of driving a three-inch diameter cone with a 170-pound hammer freely falling 24 inches. In relatively soft materials, the penetrometer cone is driven one foot and the number of blows required for each six-inch penetration is tabulated at respective test depths, as blows per six inches on the boring log. In hard materials, the penetrometer cone is driven with the resulting penetrations, in inches, accurately recorded for the first and second 50 blows for a total of 100 blows. The penetration for the total 100 blows is recorded at the respective testing depths on the boring log. All soil samples were extruded from the samplers in the field, visually classified, and placed in appropriate containers to prevent loss of moisture or disturbance during transfer to the laboratory. The borings were drilled using dry auger procedures to observe the water level (if any) at the time of the exploration. These water level observations are recorded on the boring logs. GEOSCIENCE ENGINEERS, LLC 4;* GeoScience Proposed H2S Hotel Northwest Center Drive & Buda Lane Fort Worth, Texas LABORATORY TESTING Engineering properties of the foundation soils were evaluated in the laboratory by tests performed on representative soil samples. A series of moisture content determinations were performed to develop soil moisture profiles and to aid in evaluating the uniformity of soil conditions at the boring locations. Liquid and Plastic limit tests (collectively termed "Atterberg limits"); dry unit weight determinations and the percentage passing the number 200 sieve tests were performed on the upper surface soil samples from the borings to confirm visual classification and to evaluate soil volume change potentials. Due to presence of hard limestone Unconfined compressive strength or swell tests were not performed. Review Descriptions of strata made in the field were modified in accordance with results of laboratory tests and visual examination in the laboratory. All recovered soil samples were examined, classified, and described in accordance with ASTM D 2487, ASTM D 2488, and Unified Soil Classification procedures. Classifications of the soils and finalized descriptions of soil strata are shown on the attached boring logs. GENERAL SUBSURFACE CONDITIONS Stratigraphy Based on our interpretation of the borings drilled for this investigation, the subsurface stratigraphy encountered at the location of the test borings drilled for this study consisted of: Tan calcareous clay from exisitng ground surface elevation to a depth of 1 to 1.5 feet in the test borings B-3, B-4, and B-7. Below fill soils in the test borings B-3, B-4, and B-7 and from ground surface elevation in the remaining test borings B-1, B-2, B-5 and B-6, gray LIMESTONE was encountered and remained visible to the completion depth of test borings drilled. Detailed descriptions of the subsurface stratigraphy encountered at the locations of the test borings drilled for this study are included in the Illustrations section of this report. Subsurface Water Conditions The borings were advanced using auger drilling methods in order to observe groundwater seepage levels. At the time of this investigation, NO groundwater seepage was encountered at any of the test borings drilled at the time of this study. However, it should be noted that the depth to subsurface water will be affected by changes in atmospheric conditions and future construction activities may alter the surface and subsurface drainaae characteristics of the site. GEOSCIENCE ENGINEERS, LLC 4;* GeoScience Proposed H2S Hotel Northwest Center Drive & Buda Lane Fort Worth, Texas With regard to the aforementioned, we recommend that the depth to subsurface water be checked prior to and during construction. Any changes from the subsurface conditions described in this report should be communicated to this office immediately so that a review of the design recommendations can be made. Based upon short-term observations, it is not possible to accurately predict the magnitude of subsurface water fluctuations that might occur. In addition, it is not uncommon to detect water seepage within the fractures of the soils particularly after periods of heavy rainfall. ANALYSIS AND RECOMMENDATIONS Construction Consultation and Monitoring We recommend that Geoscience be given the opportunity to review the final design drawings and specifications in order to evaluate if recommendations in this report have been properly interpreted. Wide variations in soil conditions are known to exist between the borings, particularly at this site. Further unanticipated variations in subsurface conditions may become evident during construction. During excavation and foundation phases of the work, we recommend that a reputable geotechnical engineering firm be retained to provide construction surveillance services in order to 1) observe compliance with the geotechnical design concepts, specifications, and recommendations, and 2) to observe subsurface conditions during construction to verify that the conditions are as anticipated, based on the findings of this investigation. Soil Movement The near surface calcareous clay seams encountered within the tan weathered limestone at this site exhibited Plasticity Indices of 21 to 31. Based on the plasticity indices, these soils are considered as moderately to highly expansive in nature and capable of vertical movement as changes occur in moisture conditions however, due to shallow depth at which the limestone is encountered the PVR at the existing ground will be minimal. The magnitude of the moisture induced vertical movement was calculated using the Department of Transportation (method 124-E) in conjunction with current moisture content. Based on aforementioned methods the estimated moisture induced Potential vertical movement (PVR) of the soils at the time of this investigation is at the location of the test borings drilled is on the order of one inch or less. GEOSCIENCE ENGINEERS, LLC 4;* GeoScience Proposed H2S Hotel Northwest Center Drive & Buda Lane Fort Worth, Texas Considerably more movement will occur in areas where water ponding is allowed to occur during and/or after construction -or- fill soils other than select fill soils are planned for use -or- if the thickness of the clay soils is greater than that encountered in the test borings. Site grading may also increase or decrease the potential for the movement. FOUNDATION TYPE A. Shallow Footings The foundation of the proposed building can be supported by spread footings. The spread footings should be installed at a minimum depth of 3 feet or minimum one foot within limestone whichever is greater from the finished grade elevation. The depth of limestone may encounter at different depths as such we highly recommend that foundation should be installed within the limestone stratum in order to reduce the differential movement and settlement. The spread footings can be designed using a net allowable bearing pressure of 4500 psf for if installed within the limestone stratum. This value includes a factor of safety of 2.5 with respect to the un-drained shear strength of the foundation soils. The bottom of the spread footings should be free of any loose and/or soft materials prior to concrete placement. Any areas at the bottom of the footings where soft spots are noted we recommend a) the bottom of the grade beams either is rolled or compacted. Each foundation excavation should be evaluated by a geotechnical engineer to ensure that the foundation bears within hard stratum -Or - b) reduce the allowable soil bearing capacity. At the time of such evaluation, it may be necessary to perform compaction testing or hand penetrometer probe test in the base of the foundation excavation to assure that the above recommendations are adhered. B. Straight Shaft Pier Foundation (most positive option) The structural loads can be supported by auger excavated straight -sided, cast -in -place, reinforced concrete piers. The piers should be founded at 6 feet within gray limestone encountered at exisitng ground surface elevation or 2 feet from exisitng ground surface elevation. It should be noted that the depth to limestone may vary in other area of the site. a net allowable end bearing capacity of 25,000 psf installed with in gray limestone. the skin friction of 2500 psf can be used for the gray limestone. The skin friction component should only be GEOSCIENCE ENGINEERS, LLC c\GeoScience Proposed H2S Hotel Northwest Center Drive & Buda Lane Fort Worth, Texas applied to the portion of the shaft located in the pier -bearing stratum below the recommended minimum penetration. We recommend that our firm should monitor the pier drilling operation in order to assure that the pier has been installed within the right stratum and recommended depths. It should be noted that no pier should be less than 8 feet in any case. Soil Induced Uplift Loads The piers should be provided with enough steel reinforcement to resist the uplift pressures that will be exhibited by the near surface soils. We recommend the uplift pressures be approximated on the order of 1,400 psf for over the shaft perimeter of 5 feet or top of the limestone whichever encountered first. The uplift pressure can be neglected for the depth of select fill soils. To resist the net tensile load, the shaft must contain sufficient continuous vertical reinforcement to the full depth of the pier. Foundation piers designed and constructed in accordance with the information provided in this report will have a factor of safety in excess of 2.5 against shear type failure and will experience minimal settlement (less than one inch). Pier Installation The construction of all piers should be observed by experienced geotechnical personnel during construction to ensure compliance with design assumptions and to verify: (1) the bearing stratum; (2) the minimum penetration; (3) the removal of all smear zones and cuttings; (4) that groundwater seepage is correctly handled; and (5) that the shafts are vertical and within acceptable tolerance levels. Our firm is available to provide these services upon request. Reinforcing steel and concrete should be placed immediately after the excavation has been completed and observed. In no event should a pier excavation be allowed to remain open for more than 8 hours. Concrete should be placed in such a manner to prevent segregation of the aggregates. Subsurface conditions at the time our borings were advanced indicate that temporary casing will not be required. It should also be noted that prior to the placement of concrete, any water in the pier hole should be removed using a pump. GEOSCIENCE ENGINEERS, LLC 4;* GeoScience Grade Beams and Floor Slab Proposed H2S Hotel Northwest Center Drive & Buda Lane Fort Worth, Texas Grade beams should be structurally connected into the top of the piers or spread footings. The soils vertical movement can be reduced to more tolerable limits by placement of select fill soils as per the procedure outlined in this report. Based on the Terzaghi's Bearing Capacity theory a net allowable soil bearing pressure of 2000 pounds per square foot may be used for design of all grade beams bearing in select fill soils and 3000 psf for the grade beam bearing within the limestone. These bearing pressures include a factor of safety of 2.5 with respect to shear failure. Floor slabs should be adequately reinforced to minimize any future cracking as normal movements occur in the foundation soils. Also, a moisture barrier of polyethylene sheeting or similar material should be placed between the slab and the subgrade soils to retard moisture migration through the slab. It should be understood by all parties that a soil -supported foundation system will experience movement with time. Building Pad Preparation Prior to placing any additional fill material, all the existing loose fill, debris, should be completely removed and disposed of off -site until hard stratum is encountered. The disturbed areas should then be widened and deepened until hard stratum is encountered. the exposed areas should be scarified to a depth of 6 inches or until hard stratum is encountered water as required and compacted to minimum of 95 percent of maximum dry density with the moisture content between optimum and 4 points above optimum. Additional fill soils if required or reduction is the vertical movement is required should consist of select fill soils. Select fill soils should be placed in six (6) to eight (8)-inch loose lifts at moisture contents between optimum and 3 percentage points above optimum. Each lift compacted to between 95 and 100 percent of the maximum dry density as defined in ASTM D 698. Field density tests should be taken at the rate of one test per every 2,500 square feet per lift, or a minimum of 3 tests per lift in the area of all compacted fill. For areas where hand tamping is required, the testing frequency should be increased to approximately one test per lift, per 100 linear feet of area. in lieu of select fill soils flex base can be used. GEOSCIENCE ENGINEERS, LLC 4;* GeoScience Proposed H2S Hotel Northwest Center Drive & Buda Lane Fort Worth, Texas Select Fill "Select fill," as referred to in this report, should consist of clayey sands free of organic materials with a Plasticity Index between 6 and 16, a Liquid Limit of 38 or less, and between 15 and 45 percent passing a No. 200 sieve. Placement and compaction of the select fill should be performed in accordance with the "Building Pad Preparation" section of this report. Flex Base TxDOT 247 Grade D Type 1-2 PAVING RECOMMENDATIONS General Specific wheel loading and traffic volume characteristics were not available at the time of this investigation. However, based on assumed loading conditions, we have developed the following Portland Cement Concrete Pavement design sections for use at this site: Parking Portland Cement Concrete Compacted Subgrade Driveway Portland Cement Concrete Compacted Subgrade Dumpster Portland Cement Concrete Compacted Subgrade Thickness (inches) 5 6 6 6 7 6 Prior to the placement of any fill material, all existing vegetation (if any) and loose soils should be removed until hard stratum is encountered. The exposed surface should then be scarified to 6 inches, watered as required and compacted to 95 to 100 percent of the maximum dry density, Moisture contents should be between -1 to +3 percentage points above optimum. Additional fill soil if required should consisted of flex base material or pulverized on site limestone. The fill soils should be placed and compacted as per the procedure outlined in the Building Pad Preparation Section of this report. GEOSCIENCE ENGINEERS, LLC GeoScience Proposed H2S Hotel Northwest Center Drive & Buda Lane Fort Worth, Texas Area where utility trenches were backfilled under the pavement, the upper 6 inches of the material should consist of a minimum of 6 inches of flex base. The flex base and or cement stabilization should be extended a minimum of 1.5 feet beyond the pavement line. Flex base material should be placed on the compacted and prepared soils and the flex base should be compacted to a minimum of 98 percent of the maximum dry density with the moisture content between -2 to +3 points of optimum moisture as per ASTM D 698. Field density tests should be taken at a rate of one test at every 100 linear feet or one test per every 5000 square feet. For areas where hand tamping is required, the testing frequency should be increased to approximately one test per lift, per 100 linear feet of area. Design of the concrete pavement should specify a minimum 28-day concrete compressive strength of 3,500 psi and 4000 psi for the fire lane with 4 to 6 percent entrained air. The concrete should be placed within one- and one-half hours of botching. During hot weather, concrete placement should follow ACI 311 Hot Weather concreting. In no case should concrete temperatures exceed 95°F. Consideration should be given to limiting concrete placement to that time of day which will minimize large differences in the ambient and concrete temperature. Use of superplasficizer should be considered to improve the concrete workability without increasing water cement ratio. Pavements with sealed joints on 15 to 20-foot spacings cut to a depth of at least one -quarter of the pavement thickness, generally exhibit less uncontrolled post -construction cracking then pavements with wider spacings. Expansion joints should be used wherever the pavement is going to abut some type of structural fixture that was designed to undergo a different level of movement than the pavement (e.g., light poles, retaining walls, existing pavement, stairways, entryway piers, building walls, or manholes). The construction and expansion joints should be inspected periodically and resealed, if necessary. The steel reinforcement should be at least No. 3 bars, 24 inches on center or pavement and No 4 bars at 18 inches for the dumpster. Ponding of water should not be allowed any time near the paving area. SITE GRADING and DRAINAGE All grading should provide positive drainage away from the proposed structures and should prevent water from collecting or discharging near the foundations. Water must not be permitted to pond adjacent to the structures during or after construction. GEOSCIENCE ENGINEERS, LLC GeoScience Proposed H2S Hotel Northwest Center Drive & Buda Lane Fort Worth, Texas Surface drainage gradients should be designed to divert surface water away from the buildings and edges of pavements and towards suitable collection and discharge facilities. Unpaved areas and permeable surfaces should be provided with steeper gradients than paved areas. Pavement drainage gradients within 5 feet of buildings should be constructed with a minimum slope of one inch per foot to prevent negative drainage gradients (ponding water conditions) from developing due to differential upward pavement movements. Sidewalk drainage gradients should be along maximum slopes allowed by local codes. Roofs should be provided with gutters and downspouts to prevent the discharge of rainwater directly onto the ground adjacent to the building foundations. Downspouts should not discharge into any landscaped bed near the foundations. Downspouts should discharge directly into storm drains or drainage swales, if possible. Roof downspouts and surface drain outlets should discharge into erosion -resistant areas, such as paving or rock riprap. Recessed landscaped areas filled with pervious sandy loam or organic soil should not be used near the foundation. Landscaped beds should be elevated above a compacted and well -graded clay surface. Sealed planters are preferred. All trees should be a minimum of one-half their mature height away from the building or pavement edges to reduce potential moisture losses. Water permitted to pond in planters, open areas, or areas with unsealed joints next to structures can result in on -grade slab or pavement movements, which exceed those, indicated in this report. Exterior sidewalks and pavements will be subject to some post construction movement as indicated in this report. These potential movements should be considered during preparation of the grading plan. Flat grades should be avoided. Where concrete pavement is used, joints should be sealed to prevent the infiltration of water. Some post -construction movement of pavement and flatwork may occur. Particular attention should be given to joints around the building. These joints should be periodically inspected and resealed where necessary. It should be noted that due to deeper depth of fill soils some settling of the fill soils may occur in future. LANDSCAPING Trees will remove water from the soil and, as a result, may cause the soil to shrink; therefore, in areas where pavement is planned, trees should either: a). not be planted closer than the mature tree height from the building. b). have a controlled irrigation system, or GEOSCIENCE ENGINEERS, LLC 4;* GeoScience c). be planted in containers. Proposed H2S Hotel Northwest Center Drive & Buda Lane Fort Worth, Texas Excess water ponding on or beside roadways, sidewalks and structural slabs may cause an unacceptable heave to these structures. To reduce this potential heave, good surface drainage should be established, and sprinkler systems should be designed and operated to minimize saturation of soil adjacent to these structures. Sprinkler mains next to buildings are not recommended. Bedding soils for plants may collect and direct water underneath the buildings and pavements; therefore, care should be taken to ensure that water entering the bedding soils drains away from these structures. If positive drainage away from these structures cannot be achieved, an impermeable synthetic membrane should be considered to reduce the risk of water migrating beneath the buildings and pavements. An 18-inch-deep vertical water barrier along the pavement edge fronting landscaped areas may be desirable to help prevent irrigation water from having ready access to the soils beneath the pavement. Special attention should be given to provide good drainage from plantings inside the building courtyards and planter boxes. The completed landscaping should be carefully inspected to verify that plantings properly drain. Soil in plantings may settle, which will tend to pond water, or plantings may block entrances to surface drains. Therefore, maintaining positive drainage from landscape irrigation will be an ongoing concern. CLOSURE It should be noted that some variations in soil and moisture conditions may exist between borings locations. Statements in this report as to subsurface variations over given areas are intended as estimations only, based upon the data obtained from specific borings locations. The results, conclusions, and recommendations contained in this report are directed at, and intended to be utilized within the scope of work outlined in this report. The report is not intended for use in any other manner. Geoscience Engineers, LLC., makes no claim or representation concerning any activity or condition falling outside the specified purposes for which this report is directed; said purposes being specifically limited to the scope of work as defined herein. Inquiries regarding scope of work, activities and/or conditions not specifically outlined herein, should be directed to Geoscience Engineers, LLC. GEOSCIENCE ENGINEERS, LLC 4;* GeoScience ILLUSTRATIONS GEOSCIENCE ENGINEERS, LLC Proposed H2S Hotel Northwest Center Drive & Buda Lane Fort Worth, Texas 4;* GeoScience 0 Approximate Boring Location Project No.: 21-DG6712 GEOSCIENCE ENGINEERS, LLC Proposed H2S Hotel Northwest Center Drive & Buda Lane Fort Worth, Texas BORING LOCATION PLAN Proposed HOME 2 SUITES Northwest Center Drive & Buda Lane Fort Worth, Texas Plate A 0 • 5 • 10 • 15 *GeoScience In Ear p o r a t e d FIELD DATA LL w - 0.) a U O w 0 0 o Completion Depth: 15 O H d -J — g Groundwater Information: Seepage Encountered During Drilling: None Upon Completion: Dry DESCRIPTION OF STRATUM LOG OF BORING NO. B-1 Proposed "Home2 Suites by Hilton" SEQ of Northwest Centre Drive & Buda Lane Fort Worth, TX 76135 Project No. 21-DG6712 CCJ women D 0.Sco JZpH H coaQ=0_ a^ • co co co, a I z co LL _. - 20 - • 25 - • 30 - T100/ 2.5 T100/ 2.0" T100/ 1.0" T100/ 15.0 0.5" ■ 11 Location: See Location Plan Surface Elevation: Unknown Drilling Method: CFA Date Boring Drilled: 10-15-2021 1 Gray LIMESTONE TUBE AUGER SPLIT- ROCK SAMPLE SAMPLE SPOON CORE THD CONE PEN. S NO RECOVERY REMARKS: WATER CONTENT, 7 6 6 6 LIQUID LIMIT LABORATORY DATA PLASTIC LIMIT PLASTICITY INDEX Geoscience Engineering & Testing Plate 1 0 • 5 • 10 • 15 *GeoScience In Ear p o r a t e d FIELD DATA LL w - 0.) a U O w 00 o Completion Depth: 15 O H d -J — g Groundwater Information: Seepage Encountered During Drilling: None Upon Completion: Dry DESCRIPTION OF STRATUM LOG OF BORING NO. B-2 Proposed "Home2 Suites by Hilton" SEQ of Northwest Centre Drive & Buda Lane Fort Worth, TX 76135 Project No. 21-DG6712 CCJ women D 0.Sco JZpH H coaQ=0_ a^ • co co co, a I z co LL _. - 20 - • 25 - • 30 - T100/ 2.5 T100/ 2.0" T100/ 1.0" T100/ 15.0 0.5" ■ 11 Location: See Location Plan Surface Elevation: Unknown Drilling Method: CFA Date Boring Drilled: 10-15-2021 1 Gray LIMESTONE TUBE AUGER SPLIT- ROCK SAMPLE SAMPLE SPOON CORE THD CONE PEN. S NO RECOVERY REMARKS: WATER CONTENT, 6 7 6 6 LIQUID LIMIT LABORATORY DATA PLASTIC LIMIT PLASTICITY INDEX Geoscience Engineering & Testing Plate 2 0 5 • 10 15 • 20 - 25 - • 30 - *GeoScience In Ear p o r a t e d FIELD DATA Li- wnen a U } w O O w Completion Depth: 15 0 O H d-J J g Groundwater Information: cc Ca D O Z CO Seepage Encountered During Drilling: None oo —, 2 2 2 i co Upon Completion: Dry ° co a H z i LL DESCRIPTION OF STRATUM 1.0 LOG OF BORING NO. B-3 Proposed "Home2 Suites by Hilton" SEQ of Northwest Centre Drive & Buda Lane Fort Worth, TX 76135 Project No. 21-DG6712 T100/ 3.0" T100/ 2.5" T100/ 1.5" T100/ 15.0 0.7" ■ 11 Location: See Location Plan Surface Elevation: Unknown Drilling Method: CFA Date Boring Drilled: 10-15-2021 Tan CALCAREOUS CLAY (CL) intermixed with \limestone fragments - POSSIBLE FILL Gray LIMESTONE 1 TUBE AUGER SPLIT- ROCK SAMPLE SAMPLE SPOON CORE THD CONE PEN. S NO RECOVERY REMARKS: WATER CONTENT, LIQUID LIMIT LABORATORY DATA PLASTIC LIMIT PLASTICITY INDEX 14 39 18 21 8 8 7 6 0 H ~ 0 CO x cv w • 0 Oz DO >- -H z O Ce Z Z (7 D_1 CC 0Z▪ O ZH0 0-w pO< Geoscience Engineering & Testing Plate 3 *GeoScience 0 MEM - ...MMMM ...MMMM MMM ... 5 - 10 15 - 20 25 - • 30 - In Ear p or a t e d LOG OF BORING NO. B-4 Proposed "Home2 Suites by Hilton" SEQ of Northwest Centre Drive & Buda Lane Fort Worth, TX 76135 Project No. 21-DG6712 FIELD DATA Location: See Location Plan Surface Elevation: Unknown w Drilling Method: CFA w ~ <n ro a Date Boring Drilled: 10-15-2021 U } w O O w ▪ Completion Depth: 20 O H d-J J g Groundwater Information: Z HarO _I o,- Seepage Encountered During Drilling: None � 2 2 2 Upon Completion: Dry ° co a H z i LL DESCRIPTION OF STRATUM = P4.5+ 1.0 Tan CALCAREOUS CLAY (CL) intermixed with \limestone fragments - POSSIBLE FILL Gray LIMESTONE T100/ 7 3.0" -..-- ...E1 • • 1 ••• 1 T100/ 2.5" WATER CONTENT, LIQUID LIMIT LABORATORY DATA PLASTIC LIMIT PLASTICITY INDEX 18 52 21 31 6 T100/ 6 2.0" T100/ 1.5" 7 T100/ 20.0 7 1.0" / ■ 11 z TUBE AUGER SPLIT- ROCK SAMPLE SAMPLE SPOON CORE THD CONE PEN. S NO RECOVERY REMARKS: 0 H ~ 0 CO x w • CI DO >- -I- z O Ce Z Z (7 0_1CO uj CO < CC 0ZO ZH0 0-w p0< Geoscience Engineering & Testing Plate 4 *GeoScience In Ear p or a t e d FIELD DATA o DEPTH (ft.) T100/ 3.5" 5 T100/ 6.0 2.5 I - 10 - 15 - - 20 - 25 - • 30 - ■ 11 LOG OF BORING NO. B-5 Proposed "Home2 Suites by Hilton" SEQ of Northwest Centre Drive & Buda Lane Fort Worth, TX 76135 Project No. 21-DG6712 Location: See Location Plan Surface Elevation: Unknown Drilling Method: CFA Date Boring Drilled: 10-15-2021 Completion Depth: 6 Groundwater Information: Seepage Encountered During Drilling: None Upon Completion: Dry DESCRIPTION OF STRATUM z Gray LIMESTONE TUBE AUGER SPLIT- ROCK SAMPLE SAMPLE SPOON CORE THD CONE PEN. S NO RECOVERY REMARKS: WATER CONTENT, % 10 7 LIQUID LIMIT LABORATORY DATA PLASTIC LIMIT PLASTICITY INDEX Geoscience Engineering & Testing Plate 5 0 *GeoScience In Ear p or a t e d LOG OF BORING NO. B-6 Proposed "Home2 Suites by Hilton" SEQ of Northwest Centre Drive & Buda Lane Fort Worth, TX 76135 Project No. 21-DG6712 FIELD DATA Location: See Location Plan Surface Elevation: Unknown w Drilling Method: CFA w ~ <n ro a Date Boring Drilled: 10-15-2021 U } w O O w Completion Depth: 6 0 O H d-J J g Groundwater Information: cc O 111 Z CO Ca H Seepage Encountered During Drilling: None oo —, 2 2 2 H co Upon Completion: Dry ° co a H z i LL DESCRIPTION OF STRATUM 5 - WM MMW MMM MWM MMW MMM tsr— MWM • 10 - 15 - • 20 - 25 - • 30 - T100/ 5.0" T100/ 6.0 4.0" I ■ II z Tan weathered LIMESTONE with clacareous clay seams TUBE AUGER SPLIT- ROCK SAMPLE SAMPLE SPOON CORE THD CONE PEN. S NO RECOVERY REMARKS: WATER CONTENT, 9 10 LIQUID LIMIT LABORATORY DATA PLASTIC LIMIT PLASTICITY INDEX Geoscience Engineering & Testing Plate 6 r*GeoScience o DEPTH (ft.) 5 - 10 - 15 - - 20 - 25 - • 30 - In Ear p or a t e d FIELD DATA LI- LA~COu) a U O w 0 0 W Completion Depth: 6 O H d-J J g Groundwater Information: cc Ca D O LI Z CO ▪ Seepage Encountered During Drilling: None oo —, 2 2 2 i co Upon Completion: Dry ° c a H z i LL DESCRIPTION OF STRATUM LOG OF BORING NO. B-7 Proposed "Home2 Suites by Hilton" SEQ of Northwest Centre Drive & Buda Lane Fort Worth, TX 76135 Project No. 21-DG6712 1.5 T100/ 6.0 2.0" I ■ 11 Location: See Location Plan Surface Elevation: Unknown Drilling Method: CFA Date Boring Drilled: 10-15-2021 Tan CALCAREOUS CLAY (CL) intermixed with ,limestone fragments - POSSIBLE FILL z Gray LIMESTONE TUBE AUGER SPLIT- ROCK SAMPLE SAMPLE SPOON CORE THD CONE PEN. S NO RECOVERY REMARKS: WATER CONTENT, % 7 6 LIQUID LIMIT LABORATORY DATA PLASTIC LIMIT PLASTICITY INDEX 0 H ~ 0 CO x W w 0 Z DO �� z Ov H Z L.Z ( D C H Z ▪ O Z H 0 0-w .5 0¢ D DcH.o C col✓ Geoscience Engineering & Testing Plate 7 GR-01 60 00 Product Requirements THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Landmark Fort Worth Dual Branded Hotel City Project No.103884 FORT WORTH® CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: April 09, 2021 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 FORT WORTH® CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 11/08/2021 Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes. Approval Spec No. 'on Manufacturer Model No. National Spec Size Water & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/161 07/23/97 04/26/00 04/26/00 1/26/99 5/13/05 33 05 13 33 05 13 33 05 13 33 05 13 33 05 13 Urethane Hydrophilic Waterston Offset Joint for 4' Diam. MH Profile Gasket for 4' Diam. MH. HDPE Manhole Adjustment Rings Manhole External Wrap Asahi Kogyo K.K. Hanson Concrete Products Press -Seal Gasket Corp. Ladtech, Inc Canusa - CPS er - Manholes & Bases/Fiberglass 33-39-13 (1/8/13 1/26/99 33 39 13 Fiberglass Manhole 08/30/06 33 39 13 Fiberglass Manhole Fluid Containment, Inc. L.F. Manufacturing Adeka Ultra -Seal P-201 Drawing No. 35-0048-001 250-4G Gasket HDPE Adjustment Ring WrapidSeal Manhole Encapsulation System Water & Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/15) 33 05 13 'Manhole Frames and Covers I Western Iron Works, Bass & Hays Foundry Flowtite 1001 ASTM D2240/D412/D792 ASTM C-443/C-361 ASTM 3753 Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/161 IMii 33 05 13 Manhole Frames and Covers Western Iron Works, Bass & Hays Foundry 30024 * 33 05 13 Manhole Frames and Covers McKinley Iron Works Inc. A 24 AM 08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry R-1272 ASTM A48 & AASHTO M306 08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry R- 165-LM (Hinged) ASTM A48 & AASHTO M306 08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry NF 1274 ASTM A48 & AASHTO M306 08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry R-1743-LM (Hinged) ASTM A48 & AASHTO M306 33 05 13 Manhole Frames and Covers Sigma Corporation MH-144N 33 05 13 Manhole Frames and Covers Sigma Corporation MH-143N 33 05 13 Manhole Frames and Covers Pont-A-Mousson GTS-STD 33 05 13 Manhole Frames and Covers Neenah Casting 10/31/06 33 05 13 Manhole Frames and Covers (Hinged) Powerseal Hinged Ductile Iron Manhole ASTM A536 7/25/03 33 05 13 Manhole Frames and Covers Saint-Gobain Pipelines (Pamrex/rexus) RE32-R8FS 01/31/06 33 05 13 30" Dia. MH Ring and Cover East Jordan Iron Works V1432-2 and V1483 Designs AASHTO M306-04 11/02/10 33 05 13 30" Dia. MH Ring and Cover Sigma Corporation MH1651FWN & MH16502 07/19/11 33 05 13 30" Dia. MH Ring and Cover Star Pipe Products MH32FTWSS-DC 08/10/11 33 05 13 30" Dia. MH Ring and Cover Accucast 220700 Heavy Duty with Gasket Ring 10/14/13 33 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable) 06/01/17 34 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable) CI 09/16/19 10/07/21 33 05 13 34 05 13 30" Dia. MH Ring and Cover 130" Dia. MH Ring and Cover East Jordan Iron Works SIP Industries Composite Access Products, L.P. Trumbull Manufacturing 30" ERGO XL Assembly with Cam Lock/MPIC/T-Gasket 2280 (32") CAP-ONE-30-FTW, Composite, w/ Lock w/o Haig 32"(30") Frame and Cover Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/161 03/08/00 04/20/01 33 05 13 33 05 13 33 05 13 33 05 13 33 05 13 33 05 13 Manhole Frames and Covers Manhole Frames and Covers Manhole Frames and Covers Manhole Frames and Covers Manhole Frames and Covers Manhole Frames and Covers oer - Manholes & Bases/Precast Concrete 33 39 10 Manhole, Precast Concrete * 33 39 10 Manhole, Precast Concrete I 09/23/96 33 39 10 Manhole, Precast Concrete I 05/08/18 33 39 10 Manhole, Precast Concrete I 10/27/06 33 39 10 Manhole, Precast Concrete I 06/09/10 33 39 10 Manhole, Precast (Reinforced Polymer)Concrete Pont-A-Mousson Neenah Casting Westem Iron Works,Bass & Hays Foundry McKinley Iron Works Inc. Accucast (SIP)Serampore Industries Private Ltd. (2ev 1/8/13 Hydro Conduit Corp Wall Concrete Pipe Co. Inc. Concrete Product Inc. The Turner Company Oldcastle Precast Inc. US Composite Pipe Pamfight 300-24P WPA24AM RC-2100 300-24-23.75 Ring and Cover SPL Item #49 48" I.D. Manhole w/ 32" Cone 48", 60" I.D. Manhole w/ 32" Cone 48" I.D. Manhole w/ 24" Cone Reinforced Polymer Concrete ASSHTO M105 & ASTM A536 ASTM A 48 ASTM A 48 ASTM A 48 ASTM C 478 ASTM C-443 ASTM C 478 ASTM C 478 ASTM C 478 ASTM C-76 SS MH Traffic and Non -traffic area Non -traffic area Non -traffic area 24"x40" WD 24" Dia. 24" Dia. 24" Dia. 24" Dia. 30" Dia. 30" dia. 24" dia. 24" dia. 24" Dia. 30" Dia. 30" Dia. 30" Dia 30" Dia 30" Dia 30" Dia 30" Dia. 0" Dia 0" Dia. 24" Dia. 24" Dia. 24" Dia. 24" Dia. 24" Dia. 24" Dia. 48" 48" 48" w/32" cone 48", 60" 48" Diam w 24" Ring 48" to 72" 09/06/19 33 39 20 Manhole, Precast Concrete Forterra Pipe and Precast 60" & 72" I.D. Manhole w/32" Cone ASTM C-76 60" & 72" 10/07/21 32 39 20 Manhole, Precast Concrete Forterra Pipe and Precast 48" I.D. Manhole w/32" Cone ASTM C-77 48" 10/07/21 33 39 20 Manhole, Precast (Reinforced Polymer) Concrete Armorock 48" & 60" I.D. Manhole w/32" Cone 48" & 60" 10/07/21 33 39 20 Manhole, Precast (Hybrid) Polymer & PVC Predl Systems 48" & 60" I.D. Manhole w/32" Cone 48" & 60" 04/23/01 4/20/01 5/12/03 08/30/06 Water & Sewer - Manholes & Bases/Rehab Systems/Cementitiou lk EI-14 Manhole Rehab Systems Ouadex El-14 Manhole Rehab Systems Standard Cement Materials, Inc. E1-14 Manhole Rehab Systems AP/M Permaform E1-14 Manhole Rehab System Strong Company El-14 Manhole Rehab System (Liner) Poly-tnplex Technologies General Concrete Repair FlexKrete Technologies Relaier MSP Strong Seal MS2A Rehab System MH repair product to stop infiltration Vinyl Polyester Repay Product ■ Water & Sewer - Manholes & Bases/Rehab Svstems/NonCementitious 05/20/96 12/14/01 01/31/06 8/28/2006 08/30/06 EI-14 Manhole Rehab Systems El-14 Manhole Rehab Systems Coating for Corrosion protection(Exterior) Coatings for Corrosion Protection Coatings for Corrosion Protection Coatings for Corrosion Protection 33 05 16, 33 39 10, 03/19/18 33 39 20 Coating for Corrosion protection(Exterior) Sprayroe, Sun Coast ERTECH Chesterton Warren Environmental Citadel Sherwin Williams Spray Wall Polyurethane Coating Series 20230 and 2100 (Asphatic Emulsion) Arc 791, SIHB, Sl, S2 S-301 and M-301 SLS-30 Solids Egoxy RR&C Dampproofing Non-]ribered Spray Grade (Asphatic Emulsion) ASTM D5813 ASTM D639/D790 Acid Resistance Test Misc. Use For Exterior Coating of Concrete Structures Only Sewer Applications Sewer Applications Sewer Applications For Exterior Coating of Concrete Structures Only * From Original Standard Products List 1 FORT WORTH® CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 11/08/2021 Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes. Approval Spec No. 'On Manufacturer Model No. National Spec Size Water & Sewer - Manhole Inserts - Field Onerations Use Only (Rev 2/3/16) 09/23/96 09/23/96 33 05 13 33 05 13 33 05 13 33 05 13 33 05 13 Manhole Insert Manhole Insert Manhole Insert Manhole Insert Manhole Insert Water & SeweJ'7meCasino Spacers 33-05-24 (07/01/ 11/04/02 Steel Band Casing Spacers 02/02/93 Stainless Steel Casing Spacer 04/22/87 09/14/10 09/14/10 05/10/11 03/19/18 03/19/18 08/24/18 08/24/18 Casing Spacers Stainless Steel Casing Spacer Coated Steel Casin Spacers Stainless Steel Casing Spacer Casing Spacers Casing Spacers Water & Sewer - Pines/Ductile Iron 33-11-10(1/8/13) 33 11 10 33 11 10 33 11 10 33 11 10 33 11 10 Ductile Iron Pipe Ductile Iron Pipe Ductile Iron Pipe Ductile Iron Pipe Ductile Iron Pipe Knutson Enterprises South Western Packaging Noflow-Inflow Southwestern Packing & Seals, Inc. Southwestern Packing & Seals, Inc. Advanced Products and Systems, Inc. Advanced Products and Systems, Inc. Cascade Waterworks Manufacturing Pipeline Seal and Insulator Pipeline Seal and Insulator Powerseal BWM BWM Griffin Pipe Products, Co. American Ductile Iron Pipe Co. American Ductile Iron Pipe Co. U.S. Pipe and Foundry Co. McWane Cast Iron Pipe Co. Water & Sewer - Utility Line Marker (08/24/2018) Sewer - Coatinvs/Enoxv 33-39-60 (01/08/13) 02/25/02 Epoxy Lining System 12/14/01 Epoxy Lining System 04/14/05 Interior Ductile Iron Pipe Coating 01/31/06 Coatings for Corrosion Protection 8/28/2006 Coatings for Corrosion Protection 05/25/18 Sewer - Coatings/Polvurethane Sewer - Combination Air Valves 33-31-70 Air Release Valve Sewer - Pines/Concrete EI-04 Conc. Pipe, Reinforced E1-04 Conc. Pipe, Reinforced E1-04 Conc. Pipe, Reinforced E1-04 Conc. Pipe, Reinforced Sauereisen, Inc Ertech Technical Coatings Induron Chesterton Warren Environmental A.R.I. USA, Inc. 1 Wall Concrete Pipe Co. Inc. Hydra Conduit Corporation Hanson Concrete Products Concrete Pipe & Products Co. Inc. Sewer - Pine Enlaroment System (Method133-31-23 (01/18/13) PIM System PIM Corporation McConnell Systems McLat Construction TRS Systems Trenchless Replacement System Sewer - Pine/Fiberulass Reinforced Pine 33-31-13(1/8/1 7/21/97 33 31 13 Cent. Cast Fiberglass (FRP) I 03/22/10 33 31 13 Fiberglass Pipe (FRP) 04/09/21 Glass -Fiber Reinforced Polymer Pipe (FRP) I 4/14/05 Polymer Modified Concrete Pipe I06/09/10 EI-9 Reinforced Polymer Concrete Pipe Sewer - Pines/HDPE 33-31-23(1/8/13) High -density polyethylene pipe 12/02/11 I 10/22/14 High -density polyethylene pipe High -density polyethylene pipe High -density polyethylene pipe Sewer - Pines ' ressure ewer 33-11-12 DR-14 PVC Pressure Pipe 33-11-12 DR-14 PVC Pressure Pipe Hobas Pipe USA, Inc. Ameron Thompson Pipe Group Amrtech USA US Composite Pipe Made to Order - Plastic Made to Order - Plastic Made to Order - Plastic LifeSaver - Stainless Steel TetherLok - Stainless Steel Carbon Steel Spacers, Model SI Stainless Steel Spacer, Model SSI Casing Spacers Stainless Steel Casing Spacer Coated Steel Casin Spacers 4810 Powerchock SS-12 Casing Spacer(Stainless Steel) FB-12 Casing Spacer (Coated Carbon Steel) for Non pressure Pipe and Grouted Casing Super Bell -Tice Ductile Iron Pressure Pipe, American Fastite Pipe (Bell Spigot) American Flex Ring (Restrained Joint) SewerGard 210RS Ertech 2030 and 2100 Series Protecto 401 Arc 791, SIHB, SI, S2 S-301 and M-301 D025LTP02(Composite Body) Class III T&G, SPL Item #77 SPL Item it95 Manhole, tt98 Pipe Polyethylene Polyethylene Polyethylene Hobas Pme (Non -Pressure) Bondstrand RPMP Pipe Thompson Pipe (Flowtite) Meyer Polycrete Pipe Reinforced Polymer Concrete Pipe ASTM D 1248 ASTM D 1248 ASTM D 1248 AWWA C150, C151 AWWA C150, C151 AWWA C150, C151 AWWA C150, C151 AWWA C150, C151 LA County #210-1.33 ASTM B-117 Acid Resistance Test ASTM C 76 ASTM C 76 ASTM C 76 ASTM C 76 PIM Corp., Piscata Way, N.J. Houston, Texas Calgary, Canada ASTM D3262/D3754 ASTM D3262/D3754 ASTM D3262/D3754 ASTM C33, A276, F477 ASTM C-76 For 24" dia. For 24" dia. For 24" dia. For 24" dia. For 24" dia Up to 48" Up to 48" Up to 48" 3" thru 24" 4" thru 30" 4" thru 30" Ductile Iron Pipe Only Sewer Applications Sewer Applications 2" Approved Previously Approved Previously Approved Previously 8" to 102", Class V Phillips Dnscopipe, Inc. Plexco Inc. Polly Pipe, Inc. CSR Hydro Conduit/Pipelme Systems Pipelife Jetstream Royal Building Products Opticore Ductile Polyethylene Pipe McConnell Pipe Enlargement PVC Pressure Pipe Royal Seal PVC Pressure Pipe ASTM D 1248 ASTM D 1248 ASTM D 1248 ASTM D 1248 AWWA C900 AWWA C900 8" 8" 8" 4" thru 12 4" thru 12" * From Original Standard Products List 2 FORT WORTH® CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 11/08/2021 Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes. Approval Spec No. 'on Sewer - Pines/P C - -21 (7/1/13) 12/23/97* 01/18/18 11/11/98 09/11/12 05/06/05 04/27/06 3/19/2018 3/19/2018 3/29/2019 10/21/2020 10/22/2020 10/21/2020 33-31-20 PVC Sewer Poe 33-31-20 33-31-20 33-31-20 33-31-20 33-31-20 33-31-20 33-31-20 33-31-20 33-31-20 33 31 20 33 31 20 33 31 20 33 31 20 33 31 20 33 31 20 PVC Sewer Pipe PVC Sewer Pipe PVC Sewer Pipe PVC Sewer Pipe PVC Sewer Pipe PVC Sewer Pine PVC Solid Wall Pipe PVC Sewer Fittings PVC Sewer Fittings PVC Sewer Pipe PVC Sewer Pile Gasketed Fittings (PVC) PVC Sewer Pipe PVC Sewer Pipe PVC Sewer Pipe Manufacturer J-M Manufacturing Co., Inc. (JM Eagle) Diamond Plastics Corporation Lamson Vylon Pipe Vinyltech PVC Pipe Diamond Plastics Corporation J-M Manufacturing Co, Inc. (JM Eagle) Prq life Jet Stream Diamond Plastics Corporation Harco Plastic Trends, In.c Prpelife Jet Stream Prpelife Jet Stream GPK Products, Inc. NAPCO Sanderson Pipe Corp. NAPCO Model No. SDR-26 SDR-26 Gravity Sewer "S" Gravity Sewer Pipe SDR 26/35 PS 115/46 SDR-26 and SDR-35 SDR 26/35 PS 115/46 SDR-26 and SDR-35 Gasket Fittings Gasketed PVC Sewer Main Fittings SDR 35 SDR26 SDR26 SDR 26 SDR 26 SDR 26/35 PS 115/46 National Spec 11� ASTM D 3034 ASTM D 3034 ASTM F 789 ASTM D3034 ASTM F 679 ASTM F 679 ASTM F-679 ASTM F-679 ASTM D-3034, D-1784, etc ASTM D 3034 ASTM F679 ASTM D3034 ASTM D3034/F-679 ASTM D3034 ASTM D3034 ASTM F-679 Svc 4" - 15" 4" thru 15" 4" thru 15" 4" thru 15" 18" to 27" 18" - 28" 18" 18" to 48" 4" - 15" 18"- 24" 4"- 15" 4"- 15" 4" - 15" 4"- 15" 18"- 36" * 05/03/99 05/29/96 Cured in Place Pipe Cured in Place Pipe Cured in Place Pipe Sewer - Pines/Rehab/Fold & Form Fold and Form Pipe 11/03/98 Fold and Form Pipe Fold and Form Pipe 12/04/00 Fold and Form Pipe 06/09/03 Fold and Form Pipe Insituf Texark, Inc National Envirotech Group Reynolds Inc/tiddler Technolgy (Inliner USA) Cullum Pipe Systems, Inc. Insituf Technologies, Inc. American Pipe & Plastics, Inc. Ultraliner Miller Pipeline Corp. National Liner, (SPL) Item #27 ['Amer Technology Insituf "NuPlpe" Ultralmer PVC Alloy Pipelmer EX Method ASTM F 1216 ASTM F-1216/D-5813 ASTM F 1216 ASTM F-1504 ASTM F-1504, 1871, 1867 ASTM F-1504, F-1947 Demo. Purpose Only Up to 18" diameter Sewer - Pipes/Open Profile Laree Diameter 09/26/91 E100-2 PVC Sewer Pipe, Ribbed 09/26/91 E100-2 PVC Sewer Pipe, Ribbed E100-2 PVC Sewer Pipe, Ribbed 11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Double Wall 11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Triple Wall 05/16/11 Steel Reinforced Polyethylene Pipe Water - AD 01/18/18 33-12-10 Double Strap Saddle 08/28/02 Double Strap Saddle 07/23/12 33-12-10 Double Strap Service Saddle 10/27/87 Curb Stops -Ball Meter Valves 10/27/87 Curb Stops -Ball Meter Valves 5/25/2018 5/25/2018 5/25/2018 5/25/2018 5/25/2018 5/25/2018 33-12-10 33-12-10 33-12-10 33-12-10 33-12-10 33-12-10 Curb Stops -Ball Meter Valves Curb Stops -Ball Meter Valves Curb Stops -Ball Meter Valves Curb Stops -Ball Meter Valves Curb Stops -Ball Meter Valves Curb Stops -Ball Meter Valves 01/26/00 Coated Tapping Saddle with Double SS Straps 0/5/21/12 33-12-25 Tapping Sleeve (Coated Steep 05/10/11 Tapping Sleeve (Stainless Steel) 02/29/12 33-12-25 Tapping Sleeve (Coated Steel) 02/29/12 33-12-25 Tapping Sleeve (Stainless Steel) 02/29/12 33-12-25 Tapping Sleeve (Stainless Steel) 05/10/11 Joint Repair Clamp Plastic Meter Box w/Composite Lid Plastic Meter Box w/Composite Lid 08/30/06 Plastic Meter Box w/Composite Lid Concrete Meter Box Concrete Meter Box Concrete Meter Box Water - Bolts. Nuts. and Gaskets 33-11-05 (01/08/131 Lamson Vylon Pipe Extrusion Technologies, Inc. Uponor ETI Company Advanced Drainage Systems (ADS) Advanced Drainage Systems (ADS) ConTech Construction Products Romac Smith Blair Mueller Company McDonald McDonald Ford Meter Box Co., Inc. Ford Meter Box Co., Inc. Ford Meter Box Co., Inc. Mueller Co., Ltd. Mueller Co., Ltd. Mueller Co., Ltd. JCM Industries, Inc. JCM Industries, Inc. Powerseal Romac Romac Romac Powerseal DFW Plastics Inc. DFW Plastics Inc. DFW Plastics Inc. Bass & Hays Bass & Hays Bass & Hays Carlon Vylon H.C. Closed Profile Pipe, Ultra -Rib Open Profile Sewer Pipe SaniTite HP Double Wall (Corrugated) SaniTde HP Triple Wall Pipe Durmaxx 202NS Nylon Coated #317 Nylon Coated Double Strap Saddle DR2S Double (SS) Strap DI Saddle 6100M,6100MT & 610MT 4603B, 4604B, 6100M, 6100TM and 6101M FB600-7NL, FBI600-7-NL, FV23-777-W-NL, L22-77NL FB600-6-NL, FBI600-6-NL, FV23-666-W- NL, L22-66NL FB600-4-NL, FB1600-4-NL, B11-444-WR- NL, B22444-WR-NL, L28-44NL B-25000N, B-24277N-3, B-20200N-3, H- 15000N„ H-1552N, H142276N B-25000N, B-20200N-3, B-24277N-3,H- 15000N, H-14276N, H-15525N B-25000N, B-20200N-3,H-15000N, 11- 15530N #406 Double Band SS Saddle 412 Tapping Sleeve ESS 3490AS (Flange) & 3490MJ FTS 420 SST Stainless Steel SST III Stainless Steel 3232 Bell Joint Repair Clamp DFW37C-12-IEPAF FTW DFW39C-12-IEPAF FTW DFW65C-14-IEPAF FTW CMB37-B12 1118 LID-9 CMB-18-Dual 1416 LID-9 CMB65-B65 1527 LID-9 ASTM F 679 ASTM F 679 ASTM F 2736 ASTM F 2764 ASTM F 2562 AWWA C800 AWWA C800 AWWA C800 AWWA C800 AWWA C800 AWWA C800, ANSF 61, ANSI/NSF 372 AWWA C800, ANSF 61, ANSI/NSF 372 AWWA C800, ANSF 61, ANSI/NSF 372 AWWA C-223 AWWA C-223 AWWA C-223 AWWA C-223 18" to 48" 18" to 48" 24"-30" 30" to 60" 24" to 72" 1"-2" SVC, up to 24" Pipe 1"-2" SVC, up to 24" Pipe 3/4" and 1" 1'h" and 2" 2" 1" 1"-2" Taps on up to 12" Up to 30" w/12" Out 4"-8" and 16" U p to 42" w/24" Out Up to 24" w/12" Out Up to 30" w/12" Out 4" to 30" Class "A" * From Original Standard Products List 3 FORT WORTH® CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 11/08/2021 Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes. Approval Spec No. •I 'on Water - Combination Air a ease 33-31-70 (01/08/13) EI-11 Combination Air Release Valve E1-11 E1-11 Combination Air Release Valve Combination Air Release Valve FWater - Dry Barrel Fire Hydrants 33-12-40 (01/15/141111 10/01/87 03/31/88 09/30/87 01/12/93 08/24/88 09/24/87 10/14/87 01/15/88 10/09/87 09/16/87 08/12/16 E-1-12 E-1-12 E-1-12 E-1-12 E-1-12 E-1-12 E-1-12 E-1-12 EI-12 E-1-12 E-1-12 33-12-40 Dry Barrel Fire Hydrant Dry Barrel Fire Hydrant Dry Barrel Fire Hydrant Dry Barrel Fire Hydrant Dry Barrel Fire Hydrant Dry Barrel Fire Hydrant Dry Barrel Fire Hydrant Dry Barrel Fire Hydrant Dry Barrel Fire Hydrant Dry Barrel Fire Hydrant Dry Barrel Fire Hydrant Dry Barrel Fire Hydrant 02/05/93 E 101-5 Detector Check Meter 08/05/04 Magnetic Drive Vertical Turbine 01/18/18 3/19/2018 3/19/2018 5/25/2018 5/25/2018 12/6/2018 12/6/2018 9/6/2019 9/6/2019 9/6/2019 9/6/2019 Manufacturer Water - Pines/PVC (Pressure Water) 33-31-70 (01/08/13) 33-11-12 33 11 12 33 11 12 33 11 12 33 11 12 33 11 12 33 11 12 33 11 12 33 11 12 33 11 12 33 11 12 PVC Pressure Pipe PVC Pressure Pipe PVC Pressure Pipe PVC Pressure Pipe PVC Pressure Pipe PVC Pressure Pipe PVC Pressure Pipe PVC Pressure Pipe PVC Pressure Pipe PVC Pressure Pipe PVC Pressure Pipe 07/23/92 E1-07 Ductile Iron Fittings EI-07 Ductile Iron Fittings * EI-07 Ductile Iron Fittings 08/11/98 EI-07 Ductile Iron Fittings 02/26/14 EI-07 MI Fittings 05/14/98 EI-07 Ductile Iron Joint Restraints 05/14/98 EI-24 PVC Joint Restraints 11/09/04 EI-07 Ductile Iron Joint Restraints 02/29/12 33-11-11 Ductile Iron Pipe Mechanical Joint Restraint 02/29/12 33-11-11 PVC Pipe Mechanical Joint Restraint 08/05/04 EI-07 Mechanical Joint Retainer Glands(PVC) 03/06/19 33-11-11 Mechanical Joint Retainer Glands(PVC) 08/05/04 EI-07 Mechanical Joint Retainer Glands(PVC) 08/10/98 EI-07 MI Fittings(DIP) 10/12/10 EI-24 Interior Restrained Joint System 08/16/06 EI-07 Mechanical Joint Fittings 11/07/16 33-11-11 Mechanical Joint Retainer Glands 11/07/16 33-11-11 Mechanical Joint Retainer Glands 03/19/18 33-11-11 Mechanical Joint Retainer Glands 03/19/18 03/19/18 33-11-11 33-11-11 Mechanical Joint Retainer Glands Mechanical Joint Retainer Glands GA Industries, Inc. Multiplex Manufacturing Co. Valve and Primer Corp. American -Darling Valve American Darling Valve Clow Corporation American AVK Company Clow Corporation ITT Kennedy Valve M&H Valve Company Mueller Company Mueller Company U.S. Pipe & Foundry Waterous Company EJ (East Jordan Iron Works) Ames Company Hersey Vinylteoh PVC Pipe Pipelife Jet Stream Pipelife Jet Stream Diamond Plastics Corporation Diamond Plastics Corporation J-M Manufacturing Co., Inc d/b/a 1M Eagle J-M Manufacturing Co., Inc d/b/a 1M Eagle Underground Solutions Inc. NAPCO NAPCO Sanderson Pipe Corp. Star Pipe Products, Inc. Griffin Pipe Products, Co. McWane/Tyler Pipe/ Union Utilities Division Sigma, Co. Accucast Ford Meter Box Co./Uni-Flange Ford Meter Box Co./Uni-Flange One Bolt, Inc. EBAA Iron, Inc. EBAA Iron, Inc. Sigma, Co. Sigma, Co. Sigma, Co. Sigma, Co. S & B Techncial Products SIP Industries(Serampore) Star Pipe Products, Inc. Star Pipe Products, Inc. SIP Industries(Serampore) SIP Industries(Serampore) SIP Industries(Serampore) Model No. National Spec Size Empire Au and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A 240 - float, ASTM A 307 - Cover Bolts Crispin Air and Vacuum Valves, Model No APCO #143C, #145C and #147C Drawing Nos. 90-18608, 94-18560 AWWA C-502 Shop Drawing No. 94-18791 AWWA C-502 Shop Drawing No. D-19895 AWWA C-502 Model 2700 AWWA C-502 Drawings D20435, D20436, B20506 AWWA C-502 Shop Drawing No. D-80783FW AWWA C-502 Shop Drawing No. 13476 AWWA C-502 Shop Drawings No. 6461 A-423 Centurion AWWA C-502 Shop Drawing FH-12 A-423 Super Centurion 200 AWWA C-502 Shop Drawing No. 960250 AWWA C-502 Shop Drawing No. SK740803 AWWA C-502 WaterMaster 5CD250 Model 1000 Detector Check Valve AWWA C550 Magnetic Drive Vertical AWWA C701, Class 1 DR14 DR14 DR18 DR 14 DR 18 DR 14 DR 18 DR14 Fusible PVC DR18 DR14 DRI4 Mechanical Joint Fittings Mechanical Joint Fittings Mechanical Joint Fittings, SSB Class 350 Mechanical Joint Fittings, SSB Class 351 Class 350 C-153 MI Fittings Uni-Flange Series 1400 Uni-Flange Series 1500 Circle -Lock One Bolt Restrained Joint Fitting Megalug Series 1100 (for DI Pipe) Megalug Series 2000 (for PVC Pipe) Sigma One-Lok SLC4 - SLCIO Sigma One-Lok SLCS4 - SLCS12 Sigma One-Lok SLCE Sigma One-Lok SLDE Bulldog System ( Diamond Lok 21 & JM Mechanical Joint Fittings PVC Stargrip Series 4000 DIP Stargrip Series 3000 EZ Grip Joint Restraint (EZD) Black For DIP EZ Grip Joint Restraint (EZD) Red for C900 DR14 PVC Pipe EZ Grip Joint Restraint (EZD) Red for C900 DAIS PVC Pipe AWWA C900, AWWA C605, ASTM D1784 AWWA C900 AWWA C900 AWWA C900 AWWA C900 AWWA C900-16 UL 1285 ANSI/NSF 61 FM 1612 AWWA C900-16 UL 1285 ANSI/NSF 61 FM 1612 AWWA C900 AWWA C900 AWWA C900 AWWA C900 AWWA C153&C110 AWWAC 110 AWWA C 153, C 110, C 111 AWWA C 153, C 110, C 112 AWWA C153 AWWA CI I I/C153 AWWA CI I I/C153 AWWA CIII/C116/C153 AWWA CIII/C116/C153 AWWA CIII/C116/C153 AWWA CI I I/C153 AWWA CI I I/C153 AWWA CI I I/C153 AWWA C153 ASTM F-1624 AWWA C153 ASTM A536 AWWA C111 ASTM A536 AWWA C111 ASTM A536 AWWA C111 ASTM A536 AWWA C111 ASTM A536 AWWA CIII 1"&2 1/2" 1"&2" 1" 2"&3„ 4"-12" 4"-12" 16"-24" 4" - 8" 16" - 24" 4"- 12" 4" to 36" 4" to 24" 4" to 12" 4" to 42" 4" to 24" 4" to 10" 4" to 12" 12" to 24" 4" to 12" 4" to 24" 4"-12" 16"-24" * From Original Standard Products List 4 FORT WORTH® CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 11/08/2021 Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes. Approval Spec No. } 'on Manufacturer Water - Piues/Va ves : 1!i tines/Resilient Seated Gate Valve* 33-12-20 (05/13/1 Resilient Wedged Gate Valve w/no Gear 12/13/02 08/31/99 05/18/99 10/24/00 08/05/04 05/23/91 01/24/02 11/08/99 01/23/03 05/13/05 01/31/06 01/28/88 10/04/94 11/08/99 11/29/04 11/30/12 05/08/91 10/26/16 08/24/18 Resilient Wedge Gate Valve Resilient Wedge Gate Valve Resilient Wedge Gate Valve E1-26 Resilient Wedge Gate Valve Resilient Wedge Gate Valve E1-26 Resilient Wedge Gate Valve E1-26 Resilient Wedge Gate Valve E1-26 Resilient Seated Gate Valve E1-26 Resilient Seated Gate Valve E1-26 Resilient Seated Gate Valve Resilient Wedge Gate Valve Resilient Wedge Gate Valve Resilient Wedge Gate Valve Resilient Wedge Gate Valve E1-26 Resilient Wedge Gate Valve Resilient Wedge Gate Valve El-26 Resilient Wedge Gate Valve Resilient Wedge Gate Valve Resilient W eGate Valve El-26 Resilient Seat Gate Valve E1-26 33-12-20 Resilient Seated Gate Valve Resilient Seated Gate Valve Marco Gate Valve American Flow Control American Flow Control American Flow Control American Flow Control American Flow Control American Flow Control American AVK Company American AVK Company Kennedy M&H Mueller Co. Mueller Co. Mueller Co. Mueller Co. Mueller Co. Clow Valve Co. Clow Valve Co. Clow Valve Co. Clow Valve Co. Clow Valve Co. Stockham Valves & Fittings U.S. Pipe and Foundry Co. EJ (East Jordan Iron Works) Matco-Norca Water - Pioes/Valves & Fittings/Rubber Seated Butterfly Valve 33-12-21 (07/10/141 1. El-30 Rubber Seated Butterfly Valve Henry Pratt Co. * El-30 Rubber Seated Butterfly Valve Mueller Co. 1/11/99 E1-30 Rubber Seated Butterfly Valve Dezurik Valves Co. 06/12/03 E1-30 Valmatic American Butterfly Valve Valmatic Valve and Manufacturing Corp. 04/06/07 E1-30 Rubber Seated Butterfly Valve M&H Valve 03/19/18 33 12 21 Rubber Seated Butterfly Valve G. A. Industries (Golden Anderson) Water - Polvettvlene Encasement 33-11-10 (01/08/131 05/12/05 05/12/05 05/12/05 09/06/19 3/12/96 El-13 E1-13 E1-13 33-11-11 Polyethylene Encasment Polyethylene Encasment Polyethylene Encasment Polyethylene Encasment Water - Samuline Station 1 Water Sampling Station Flexsol Packaging Mountain States Plastics (MSP) and AEP Ind. AEP Industries Northtown Products Inc. Water Plus Model No. Series 2500 Drawing # 94-20247 Series 2530 and Series 2536 Serves 2520 & 2524 (SD 94-20255) Series 2516 (SD 94-20247) Series 2500 (Ductile Iron) 42" and 48" AFC 2500 American AVK Resilient Seeded GV Series A2361 (SD 6647) Series A2360 for 18"-24" (SD 6709) Mueller 30" & 36", C-515 Mueller 42" & 48", C-515 16" RS GV (SD D-20995) Clow RW Valve (SD D-21652) Clow 30" & 36" C-515 Clow Valve Model 2638 Metrosea1250, regwrements SPL 474 EJ FlowMaster Gate Valve & Boxes 225 MR Valmatic Amencan Butterfly Valve. M&H Style 4500 & 1450 AWWA C504 Butterfly Valve Fulton Enterprises Standard Hardware Bullstrong by Cowtown Bolt & Gasket PE Encasement for DIP B20 Water Sampling Station National Spec N— AWWA C515 AWWA C515 AWWA C515 AWWA C515 AWWA C515 AWWA C509 Sice AWWA C515 AWWA C515 AWWA C515 AWWA C515 AWWA C509 AWWA C515 AWWA C515 AWWA C515 AWWA C515 AWWA C 509, ANSI 420 - stem, ASTM A 276 Type 304 - Bolts & ants AWWA/ANSI C115/An21.15 AWWA C-504 AWWA C-504 AWWA C-504 AWWA C-504 AWWA C-504 AWWA C-504 AWWA C105 AWWA C105 AWWA C105 AWWA C105 Water - Automatic Flusher 10/21/20 04/09/21 04/09/21 Automated Flushing System Automated Flushing System Automated Flushing System Mueller Hydroguard Kupferle Foundry Company Kupf le Foundry Company HG6-A-IN-2-BRN-LPRR(Portable) HG2-A-IN--2-PVC-018-LPLG(Permanent) Eclipse #9800wc Eclipse 49700 (Portable) 16" 30" and 36" 20" and 24" 16" 4" to 12" 42" and 48" 4" to 12" 20" and smaller 4" - 12" 4" - 12" 4" - 12" 16" 24" and smaller 30" and 36" 42" and 48" 4" - 12" 16" 24" and smaller 30" and 36" (Note 3) 24" to 48" fNote 3) 4,. 2" 3" to 16" 4" to 16" 24" 24"and smaller 24" and larger Up to 84" diameter 24" to 48" 30"-54" 8 mil LLD 8 mil LLD 8 mil LLD 8 mil LLD * From Original Standard Products List 5