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Contract 55819-PM1
CONTRACT FOR THE CONSTRUCTION OF BOWIE HOUSE HOTEL & TOWNHOMES MATTISON ADDITION, LOTS 16-24, BLOCK 1 City Project No. CPN 103256 IPRC Record No. IPRC21-0028 FID No. 30114-0200431-103256-E07685 File No. K-2825 X File No. X-26875 Betsy Price David Cooke Mayor City Manager Christopher P. Harder, P.E. Director, Water Department William Johnson. Director, Transportation and Public Works Department Prepared for The City of Fort Worth DUNAWAY ASSOCIATES, LLC 550 Bailey Avenue, Suite 400 Ft. Worth, TX 76107 Office: 817-335-1121 / Fax: 817-429-1370 TX REG. F-1114 DA Project# B005619.002 June 9, 2021 CSC No. 55819-PM1 00 00 00 TABLE OF CONTENTS Page 1 of 6 CITY OF FORT WORTH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Mattison Addition, Lots 16-24, Block 1 Revised March 20, 2020 City Project No. CPN 103256 SECTION 00 00 10 TABLE OF CONTENTS DEVELOPER AWARDED PROJECTS Division 00 - General Conditions Last Revised 00 11 13 Invitation to Bidders 03/20/2020 00 21 13 Instructions to Bidders 03/20/2020 00 41 00 Bid Form 04/02/2014 00 42 43 Proposal Form Unit Price 05/22/2019 00 43 13 Bid Bond 04/02/2014 00 45 11 Bidders Prequalification’s 04/02/2014 00 45 12 Prequalification Statement 09/01/2015 00 45 13 Bidder Prequalification Application 03/09/2020 00 45 26 Contractor Compliance with Workers' Compensation Law 04/02/2014 00 45 40 Minority Business Enterprise Goal 08/21/2018 00 52 43 Agreement 06/16/2016 00 61 25 Certificate of Insurance 07/01/2011 00 62 13 Performance Bond 01/31/2012 00 62 14 Payment Bond 01/31/2012 00 62 19 Maintenance Bond 01/31/2012 00 72 00 General Conditions 11/15/2017 00 73 00 Supplementary Conditions 07/01/2011 00 73 10 Standard City Conditions of the Construction Contract for Developer Awarded Projects 01/10/2013 Division 01 - General Requirements Last Revised 01 11 00 Summary of Work 12/20/2012 01 25 00 Substitution Procedures 08/30/2013 01 31 19 Preconstruction Meeting 08/30/2013 01 31 20 Project Meetings 07/01/2011 01 32 33 Preconstruction Video 08/30/2013 01 33 00 Submittals 08/30/2013 01 35 13 Special Project Procedures 08/30/2013 01 45 23 Testing and Inspection Services 03/20/2020 01 50 00 Temporary Facilities and Controls 07/01/2011 01 55 26 Street Use Permit and Modifications to Traffic Control 07/01/2011 01 57 13 Storm Water Pollution Prevention Plan 07/01/2011 01 60 00 Product Requirements 03/20/2020 01 66 00 Product Storage and Handling Requirements 04/07/2014 01 70 00 Mobilization and Remobilization 04/07/2014 01 71 23 Construction Staking 04/07/2014 01 74 23 Cleaning 04/07/2014 01 77 19 Closeout Requirements 04/07/2014 01 78 23 Operation and Maintenance Data 04/07/2014 01 78 39 Project Record Documents 04/07/2014 00 00 00 TABLE OF CONTENTS Page 2 of 6 CITY OF FORT WORTH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Mattison Addition, Lots 16-24, Block 1 Revised March 20, 2020 City Project No. CPN 103256 Technical Specifications which have been added by the Engineer specifically for this Project; hard copies are included in the Project’s Contract Documents Division 99 – Special Provisions 99 99 01 Reinforced Concrete Flume 00 00 00 TABLE OF CONTENTS Page 3 of 6 CITY OF FORT WORTH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Mattison Addition, Lots 16-24, Block 1 Revised March 20, 2020 City Project No. CPN 103256 Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City’s website at: http://fortworthtexas.gov/tpw/contractors/ or https://apps.fortworthtexas.gov/ProjectResources/ Division 02 - Existing Conditions Last Revised 02 41 13 Selective Site Demolition 12/20/2012 02 41 14 Utility Removal/Abandonment 12/20/2012 02 41 15 Paving Removal 02/02/2016 Division 03 - Concrete 03 30 00 Cast-In-Place Concrete 12/20/2012 03 34 13 Controlled Low Strength Material (CLSM) 12/20/2012 03 34 16 Concrete Base Material for Trench Repair 12/20/2012 03 80 00 Modifications to Existing Concrete Structures 12/20/2012 Division 26 - Electrical 26 05 00 Common Work Results for Electrical 11/22/2013 26 05 10 Demolition for Electrical Systems 12/20/2012 26 05 33 Raceways and Boxes for Electrical Systems 12/20/2012 26 05 43 Underground Ducts and Raceways for Electrical Systems 07/01/2011 26 05 50 Communications Multi-Duct Conduit 02/26/2016 Division 31 - Earthwork 31 10 00 Site Clearing 12/20/2012 31 23 16 Unclassified Excavation 01/28/2013 31 23 23 Borrow 01/28/2013 31 24 00 Embankments 01/28/2013 31 25 00 Erosion and Sediment Control 12/20/2012 31 36 00 Gabions 12/20/2012 31 37 00 Riprap 12/20/2012 Division 32 - Exterior Improvements 32 01 17 Permanent Asphalt Paving Repair 12/20/2012 32 01 18 Temporary Asphalt Paving Repair 12/20/2012 32 01 29 Concrete Paving Repair 12/20/2012 32 11 23 Flexible Base Courses 12/20/2012 32 11 29 Lime Treated Base Courses 12/20/2012 32 11 33 Cement Treated Base Courses 12/20/2012 32 11 37 Liquid Treated Soil Stabilizer 08/21/2015 32 12 16 Asphalt Paving 12/20/2012 32 12 73 Asphalt Paving Crack Sealants 12/20/2012 32 13 13 Concrete Paving 12/20/2012 32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps 06/05/2018 32 13 73 Concrete Paving Joint Sealants 12/20/2012 32 14 16 Brick Unit Paving 12/20/2012 00 00 00 TABLE OF CONTENTS Page 4 of 6 CITY OF FORT WORTH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Mattison Addition, Lots 16-24, Block 1 Revised March 20, 2020 City Project No. CPN 103256 32 16 13 Concrete Curb and Gutters and Valley Gutters 10/05/2016 32 17 23 Pavement Markings 11/22/2013 32 17 25 Curb Address Painting 11/04/2013 32 31 13 Chain Fences and Gates 12/20/2012 32 31 26 Wire Fences and Gates 12/20/2012 32 31 29 Wood Fences and Gates 12/20/2012 32 32 13 Cast-in-Place Concrete Retaining Walls 06/05/2018 32 91 19 Topsoil Placement and Finishing of Parkways 12/20/2012 32 92 13 Hydro-Mulching, Seeding, and Sodding 12/20/2012 32 93 43 Trees and Shrubs 12/20/2012 Division 33 - Utilities 33 01 30 Sewer and Manhole Testing 12/20/2012 33 01 31 Closed Circuit Television (CCTV) Inspection 03/03/2016 33 03 10 Bypass Pumping of Existing Sewer Systems 12/20/2012 33 04 10 Joint Bonding and Electrical Isolation 12/20/2012 33 04 11 Corrosion Control Test Stations 12/20/2012 33 04 12 Magnesium Anode Cathodic Protection System 12/20/2012 33 04 30 Temporary Water Services 07/01/2011 33 04 40 Cleaning and Acceptance Testing of Water Mains 02/06/2013 33 04 50 Cleaning of Sewer Mains 12/20/2012 33 05 10 Utility Trench Excavation, Embedment, and Backfill 12/12/2016 33 05 12 Water Line Lowering 12/20/2012 33 05 13 Frame, Cover and Grade Rings – Cast Iron 01/22/2016 33 05 13.10 Frame, Cover and Grade Rings – Composite 01/22/2016 33 05 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade 12/20/2012 33 05 16 Concrete Water Vaults 12/20/2012 33 05 17 Concrete Collars 12/20/2012 33 05 20 Auger Boring 12/20/2012 33 05 21 Tunnel Liner Plate 12/20/2012 33 05 22 Steel Casing Pipe 12/20/2012 33 05 23 Hand Tunneling 12/20/2012 33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate 06/19/2013 33 05 26 Utility Markers/Locators 12/20/2012 33 05 30 Location of Existing Utilities 12/20/2012 33 11 05 Bolts, Nuts, and Gaskets 12/20/2012 33 11 10 Ductile Iron Pipe 12/20/2012 33 11 11 Ductile Iron Fittings 12/20/2012 33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe 11/16/2018 33 11 13 Concrete Pressure Pipe, Bar-Wrapped, Steel Cylinder Type 12/20/2012 33 11 14 Buried Steel Pipe and Fittings 12/20/2012 33 12 10 Water Services 1-inch to 2-inch 02/14/2017 33 12 11 Large Water Meters 12/20/2012 33 12 20 Resilient Seated Gate Valve 12/20/2012 33 12 21 AWWA Rubber-Seated Butterfly Valves 12/20/2012 33 12 25 Connection to Existing Water Mains 02/06/2013 33 12 30 Combination Air Valve Assemblies for Potable Water Systems 12/20/2012 33 12 40 Fire Hydrants 01/03/2014 00 00 00 TABLE OF CONTENTS Page 5 of 6 CITY OF FORT WORTH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Mattison Addition, Lots 16-24, Block 1 Revised March 20, 2020 City Project No. CPN 103256 33 12 50 Water Sample Stations 12/20/2012 33 12 60 Standard Blow-off Valve Assembly 06/19/2013 33 31 12 Cured in Place Pipe (CIPP) 12/20/2012 33 31 13 Fiberglass Reinforced Pipe for Gravity Sanitary Sewers 12/20/2012 33 31 15 High Density Polyethylene (HDPE) Pipe for Sanitary Sewer 12/20/2012 33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 06/19/2013 33 31 21 Polyvinyl Chloride (PVC) Closed Profile Gravity Sanitary Sewer Pipe 12/20/2012 33 31 22 Sanitary Sewer Slip Lining 12/20/2012 33 31 23 Sanitary Sewer Pipe Enlargement 12/20/2012 33 31 50 Sanitary Sewer Service Connections and Service Line 04/26/2013 33 31 70 Combination Air Valve for Sanitary Sewer Force Mains 12/20/2012 33 39 10 Cast-in-Place Concrete Manholes 12/20/2012 33 39 20 Precast Concrete Manholes 12/20/2012 33 39 30 Fiberglass Manholes 12/20/2012 33 39 40 Wastewater Access Chamber (WAC) 12/20/2012 33 39 60 Epoxy Liners for Sanitary Sewer Structures 12/20/2012 33 41 10 Reinforced Concrete Storm Sewer Pipe/Culverts 07/01/2011 33 41 11 High Density Polyethylene (HDPE) Pipe for Storm Drain 12/20/2012 33 41 12 Reinforced Polyethlene (SRPE) Pipe 11/13/2015 33 46 00 Subdrainage 12/20/2012 33 46 01 Slotted Storm Drains 07/01/2011 33 46 02 Trench Drains 07/01/2011 33 49 10 Cast-in-Place Manholes and Junction Boxes 12/20/2012 33 49 20 Curb and Drop Inlets 12/20/2012 33 49 40 Storm Drainage Headwalls and Wingwalls 07/01/2011 Division 34 - Transportation 34 41 10 Traffic Signals 10/12/2015 34 41 10.01 Attachment A – Controller Cabinet 12/18/2015 34 41 10.02 Attachment B – Controller Specification 02/2012 34 41 10.03 Attachment C – Software Specification 01/2012 34 41 11 Temporary Traffic Signals 11/22/2013 34 41 13 Removing Traffic Signals 12/20/2012 34 41 15 Rectangular Rapid Flashing Beacon 11/22/2013 34 41 16 Pedestrian Hybrid Signal 11/22/2013 34 41 20 Roadway Illumination Assemblies 12/20/2012 34 41 20.01 Arterial LED Roadway Luminaires 06/15/2015 34 41 20.02 Freeway LED Roadway Luminaires 06/15/2015 34 41 20.03 Residential LED Roadway Luminaires 06/15/2015 34 41 30 Aluminum Signs 11/12/2013 34 41 50 Single-Mode Fiber Optic Cable 02/26/2016 34 71 13 Traffic Control 11/22/2013 00 00 00 TABLE OF CONTENTS Page 6 of 6 CITY OF FORT WORTH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Mattison Addition, Lots 16-24, Block 1 Revised March 20, 2020 City Project No. CPN 103256 Appendix GC-4.01 Availability of Lands GC-4.02 Subsurface and Physical Conditions GR-01 60 00 Product Requirements END OF SECTION 00 42 47 DAP- HID PROPOSAI. PuEc I uf6 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Projec[ Item Infonnation Biddei's Proposal Bidlist flem Specification Section Unit of Bid Dcscriptiun Unit Piicc Bid Valuc No. No Nlcasurc Quantity UNIT I: WATER IMPROVEMENTS 1 02d 1.1013 Remove S" Water Line 02 41 14 LF 54 $10.00 $540 00 2 �247.1302 Remove 6" Water Valve 02 41 14 EA 1 $200.00 $200.00 3 0241 1303 Remove 8" Water Valve 02 41 14 EA 1 $250.00 $250.00 4 0243.151Q Sa[�age Flre Hydrai�l 02 41 14 EA 1 $500.OQ $500.00 5 33�4.0101 Temporary Waler Services 33 04 30 LS 1 $3,500.06 $3,500.00 6 33L75.U103 Exploratory Excavation of Existing U[ilities 33 05 30 EA 2 $250.OQ $500 00 7 3311.0261 8" PVC Water Pipe 33 11 12 LF 434 $40.OQ $17,360.00 8 3311.0244 8" Water Pipe, CLSM Backfill 33 11 10, 33 11 12 LF 40 $85.00 $3,400.00 9 3311.0251 8" DIP Water 33 11 10 LF 17 $100.OQ $1,700.00 10 3311.0254 8" DIP Water, CLSM Backfill 33 11 10 LF 40 $140.00 $5,600.00 11 3311.0161 6" PVC Wa[er Pipe 33 11 12 LF 47 $35.OQ $1,645.00 12 3311.0061 4" PVC Water Pipe 33 11 12 LF 42 $30.OQ $1,260.00 13 3311.0001 Ductile Iron Water Fittings w/ Restraint 33 11 11 TON 2 $4,000.06 $B4O00.00 14 3312.0001 Fire Hydrant 33 12 40 EA 1 $3,000.00 $3,000.00 15 3312.�117 Connection to Existing 4"-12" Water Main 33 12 25 EA 2 $1,500.00 $3,000.00 16 3312.2001 1" Water Service, Meter Reconnection 33 12 10 EA 6 $750.OQ $4,500.00 17 3312.2L+Q3 1" Water Service 33 12 10 EA 6 $5,500.OQ $33,000.00 1A 3312.2847 3" Water MeFer and Vaul# 33 12 11 EA 2 $11,0OO.OQ $22,000.00 1�7 3372.3002 6" Gate Valve 33 12 20 EA 3 $1,000 OQ $3,000.00 2p 3312.3003 8" Gate Valve 33 12 20 EA 2 $1,200.OQ $2,400.00 21 33i2.4203 20" x 8" Tapping Sleeve & Valve 33 92 25 EA 1 $2,500.OQ $2,500.00 TOTAL UNIT I: WATER IMPROVEMENTS $117,855.00 HoW�ic Hausc Hutcl Toxnhomcs CfTY O� �ORT WORTH Mattison Addiiion,l o�s I(-24, Hlock I STANDARD CONSTRUCTION SPIiC1F1CATION DOCUMI3ItiTS - DC\'fil OPfIR A WARDf;n PROJGCTS City Pr�jctt Vu CPN 1 N256 �omi Vcrsion �fuy 22,'_019 00 42 4] DAP- BfD PROPOSAI. PagcT oF6 SECTIOPI 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Projectltem Infonnation BiJders Proposal Bidlist Item Specification Section Unit of Bid Dc;scription Unit Price Bid Value No No. Mcasure Quanti[y 11NIF IL• SANIiARY S�WER INiPR�VEM�NTS 1 0241.2012 Remove 6" Sewer Line 02 41 14 LF 24S $10.OQ $2,4G4.00 2 a3Q3.�D1 8ypass Pumping 33 03 10 LS 1 $2,000.00 $2,009.Ofl 3 33a5.4112 Cancre[e Collar 33 05 17 EA 3 $150.00 $�S�.OD 4 3331.4106 6" Sewer Pipe 33 11 10, 33 31 12, LF 14 33 31 20 $45.00 $630.00 5 3331.4110 6" Sewer Pipe, Select Backfill (CLSM) 33 11 10, 33 31 12, tF 33 31 20 38 $55.00 $2,090.00 6 3331.4117 B" Sewer Pipe, Select Backfill (CLSM) 3� �� 10, 33 37 12, �F 196 $70.00 513,860.Q� 33 31 20 7 3339.10014'Manhole 33391� EA 6 $2,500.00 �i5,000.OD B 3301.0002 Post CCTV inspection 33 Oi 31 LF 250 $1.00 5250.Oa 9 3301.0101 Manhole Vacuum Testing 33 05 30 EA 6 $250.00 �1,500.QD 10 3339.0001 Epoxy Manhole liner 33 39 60 VF 9 $400.00 S3,6QO.Od 11 3339.1003 4' Extra Depth Manhole 33 39 10z,o 33 39 VF 5 $150.00 5750.p0 TDTAL UNIF N: SAhfITARY S�WER IMPROV�MEN75 $42,590.00 BoH�ie House Horol Townhomes CffV O� FORT WORTH Mai[ison Addi[ion, I ols 15-24, Block I 9TAN �ARD CONSTRUCTfON SPLCIFICATION DOCUMIiM'S - DGVGCOPP.R A W ARDCsD PROICCI'S City Proj tt Na CPN 10J256 �orm Vcrsion Moy 22, 2019 00 42 43 DAP-HIDPROPOSAL Pagc 3 of6 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Pioject ltcm Information Bidder's Proposal Bidlist Itcm Spccification Scction Unit of Bid Dcscription Unit Pricc Bid Value No. No. Mcaswc Quantity UNIT III: DRAISJAGE IMP(taVEMENTS 1 3341.0205 21" RCP, Ciass III 33 41 10 LF 31 $50.OQ $1,550.00 2 3349.7001 4' Slonn Jun[:lion �ox 32 49 20 EA 2 $2,500.00 $5,000.00 3 0330.0001 Concrete Encase Sewer Pipe 03 30 00 CY 3 $155.OQ $465.00 i�TAL t1NiF ill; �RAINAGE IMPFtCiVEMENTS $7,015.00 Hox ic House Hoicl Townhomzs CfTY O� fORT WORTH Mavison AJdition, I ots 16 �4, Bluck I STANDARDCf1N5TRUCT�ONSPLCI�1CATiONDOCUMfiM1TS-DCVCiOPGRAWARDf:DPROIHCTS CityProjn:l�lo CPN IOJ�56 fomi Version Nluy'2, 2019 00 42 4] DAP-HIDPROPOSAI Po�c4 of6 SECTION 00 42 43 Developer Awarded Projec[s - PROPOSAL FORM UNIT PRICE BID Bidder's Application Project ltcm Infonnatian Bidder's Proposal Ridliet ltem Spccification Section Unit of Bid Descriptian Unit Piice Bid Value No. No n4casurc Quantity UNIT IV: PAVING IMPROVEMENTS 1 6241.0100 Remove Sidewalk 02 41 13 SF 2445 $3.00 $7,335.00 p Q241.0300 Remove ADA Ramp 02 41 13 EA 1 $300.00 $300.00 3 n241.0401 Remove Concrete Drive 02 41 13 SF 1460 $4.00 $5,840.00 4 07.41.1000 Remove Conc Pvmt 02 41 15 SY 145 $30.00 $4,350.00 5 d241.1100 Remove Asphalt Pvmt 02 41 15 SY 417 $27.00 $11,259.00 6 0'141.1300 Remove Concrete Curb and Gutter 02 41 13 LF 430 $10.00 $4,300.00 7 3110.0105 24" and Larger Tree Removal 31 10 00 EA 3 $1,500.00 $4,500.00 8 32p1.0115 8' Wide Asphalt Pvmt Repair, Residential 32 01 17 LF 332 $65.00 $21,580.00 9 3241.0616 Conc Pvmt Repair, Arterialllndustrial 32 01 29 SY 145 $225.00 $32,625.00 10 3211.0113 B" Flexible Base, Type A, GR-1 32 11 23 SY 338 $26.00 $8,788.00 11 3211.0501 6" Lime Treatment 32 11 29 SY 321 $10.00 $3,210.00 12 3212.0302 2"AsphaltPvmtTypeD 32i21fi SY 338 $35.00 $11,830.00 �3 3212.0501 4" Asphalt Base Type B 32 12 iG SY 338 $45.00 $15,210.00 1A 3213.0301 4" Conc Sidewalk 32 13 20 5F 2920 $10.00 $29,200.00 TS 3213.0401 6" Concrete Driveway 32 'E3 20 SF 2890 $16.00 $46,240.00 76 3213.0506 Barrier Free Ramp, Type P-1 32 13 20 EA 4 $3,500.00 $14,000.00 17 3214.0200 Brick Pvmt Repair 32 14 16 SY 177 $250.00 $44,250.p0 18 3216.0101 6" Concrete Curb and Gutter 32 16 13 LF 238 $20.00 �R,7G4.00 19 3217.0501 24" SLD Pavement Marking HAE (W) 32 17 23 LF 12 $3.00 $35.0� 2p 3291.0100 Topsoil 32 91 18 CY 100 $60.00 $6,pDD.(�Q 21 3292.0100 Block Sod Placement 3Z 92 73 $Y 2T5 $19.fl0 $5,225.06 22 3293.0105 Plant 5" Tree 3� 93 43 EA 5 b2,D00.�Q $1Q,q�Q.00 23 3471.0001 Traffic Control 3a 7i 13 MO 5 SS,�aa.aff 53�,5DD.00 TOTAL UNIT IV: PAVING IMPROVEMENTS $323,338.00 HoH ic Housc Hutcl Tox nhumcs CITV Of f02T WORTH Muuison Addi�ion, 1_ols 16 ?-0, 91uck I STANnARD CONSTRUCTION SPCC1fICATION DOCUIvfGItiTS - �CVCLOPCR A WAR D[ln PROIGCTS City Pi�jtt[ Na. CPN I OJ�i( fomi Vcrsian �1oy 72, 2019 OD 42 47 DAP- BID PROPOSAL Pagc 5 of 6 SECTION 00 42 43 �eveloper Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Project ltem fnformation Bidder's Praposal Bidliet Item Speeifioation Section Unit nf Bid Dr.scnption Uni[Price BidValue No. No. Measurc Quantity UNIT V: STREET LIGHTING IMPROVEMENTS 1 2805.3a72 2" CONDT PVC SCH 40 (B) 26 05 33 LF 25 $ SP.04 $300.00 2 3441.1408 NO 6 Insulated Elec Condr 34 41 10 LF 50 $5.Q0 $250.00 3 3441.1413 NO 6 Bare Elec Condr SLD 34 41 10 LF 25 $5.00 $i25.00 4 3d43.1541 Grvllnd 8ox Type g 3441 10 EA 1 $1,325.00 $1,325.00 5 3447.3411 Roaurrnecl Conductor 34 41 20 EA 4 $500.Od $2,Q00.00 6 3447.3542 Relocate Slrasl Lighl Poie 34 41 20 EA 1 $3,500.OQ $3,500.00 TOTAL UNIT V: $TR�ET LIG}iTING INfPRQVENl�NTS $7,500.00 Boe ie Huusc Ho[cl Tox•nhomcs C1TY O� FORT WORTH Mattison Addition, Lots 16-24, Block I STANDARD CONSTRUCTfON SPECI�ICATION DOCUMI3fVl'S - DLVGLpPL.R A WARDSD PROILCTS City Proj«tNo. CPN I OJ256 Fomi Version Muy22, 2019 no az a3 DAP-RfD P20POSAl. Pngc 6 oP6 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Projec[ ltem Information BidJer's Proposal Bidlist Irom ]��,scription Spccification Seetion Unit of Brd Unit Price Bid Value No. No. Mcasivc Quantity Rid Summary UNIT I: WATER IMPROVEMENTS UNIT II: SANITARY SEWER IMPROVEMENTS UNIT III: DRAINAGE IMPROVEMENTS UNIT IV: PAVING IMPROVEMENTS UNIT V: STREET LIGHTING IMPROVEMENTS Total Construcfion This Bid is submitted by the entity named below: BIDDER: Norlh Tezas Contracling, Inc. 4999 Keller Haslel Road Fort 11'm th,'P8 76244 (A17)A30-950Q $117.855.00 $42,590.00 $7,015.00 $323,338.00 $7, 500.00 RY: %:�rl � sllier TITLE: yice PresidenUOwner D.4TE: Contructor agrees [o complete WORK Tor FINAL ACCEPTANCE within CONTRACT commences to run as provided in the General Conditions. END OF SECTION 116 working days after [he date when the Hoaic Housc Holcl Toxnhumcs CITV O� �ORT WORTH Mauison Addi�ion, i ois 16 �4, Block I STANDARD CONSTRUCTION SPECIFICATION DOCUMRJTS - DCVCLOPCR AWARDF.D PROJGCTS City ProjiclNo CPN 1OJ256 Fomi Version May 22, 2019 00 45 12 DAP PREQUALIFICATION STATEMENT Page 1 of 1 CITY OF FORT WORTH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT – DEVELOPER AWARDED PROJECTS Mattison Addition, Lots 16-24, Block 1 Form Version September 1, 2015 City Project No. CPN 103256 SECTION 00 45 12 DAP – PREQUALIFICATION STATEMENT Each Bidder is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. In the “Major Work Type” box provide the complete major 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 Distribution, Development, 8-inch diameter and smaller North Texas Contracting 4/30/2022 Wastewater New Development Open Cut (35” and under) North Texas Contracting 4/30/2022 Asphalt Paving Construction/Reconstruction (LESS THAN 15,000 square yards) Texas Bit / JLB Contracting 12/1/2022 Roadway and Pedestrian Lighting Bean Electrical 3/9/2023 The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: North Texas Contracting, Inc. BY: Zach Fusilier 4999 Keller Haslet Road Fort Worth, TX 76244 _________________________________________ (817) 430-9500 (Signature) TITLE: Vice President/Owner DATE: 6/11/2021 END OF SECTION 9 June 005243-1 Developer Awarded Project Agreement Page I oi4 2 3 4 5 b 7 SECTION 00 52 43 AGREEMENT THIS AGREEMENT, authorized on _ June 9, 2021 is made by and between the Developer, Bowie Place Properties, LLC , authorized to do business in Texas ("Developer") , and Nc�rth Tcxas Contractin�. Inc. , authorized to do business in Texas, acting by and through its duly authorized representative, ("Contractor"). 8 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 9 follows: 10 Article 1. WORK 11 12 13 14 15 16 ]7 18 19 20 21 Contractor shall complete all Work as specified or indicated in tl�e Contract Documents for the Project identified herein. Article 2. PROJECT The project for which the Work under the Contract Documents may be the whole or only a part is generally described as follows: L3uii�ie !-/utrsc ce '/'otir��/ramcs. :l-Inrri,•uu .�Irldrriu�l, Lor.ti 1(-2d, [3lock 1 Crtr Prnic�cl r\'a CP;V 103?�( Article 3. CONTRACT TIME 3. ] Time is of the essence. All time limits for Milestones, if any, and Final Acceptance as stated in the Contract Documents are of the essence to this Contract. 22 3.2 Final Acceptance. 23 The Work will be complete for Final Acceptance within 115 working days after the date 24 wl�en tl�e Contract Time commences to run as provided in Paragrapli 12.04 of the Standard 25 City Conditions of the Construction Contract for Developer Awarded Projects. 26 3.3 Liyuidated damages 27 28 29 30 3l 32 33 34 35 36 Contractor recognizes that time is of the essence of this Agreement and that Developer will suffer financiat loss if the Work is not eompleted within the times specified in Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article l0 of the Standard City Conditions of the Construction Contract for Developer Awarded Projects. The Contractor also recognizes the delays, expense and difficulties involved in proving in a legal proceeding the actual loss suffered by the Developer if the Work is not completed on time. Accordingly, instead of requiring any such proof, Contractor agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay Developer Zer�o Dollars ($0.00) for each day that expires after the time specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of Acceptance. CITY OF FORT WORTH Bowie House Hotel & Townhames STANDARD CONSTRUCTTON SPGCIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Matrisan Addition, Lols 16-24, B(ock 1 Revised 7une 16, 2016 City Projcct No. CPN 103256 00 52 43 - 2 Developer Awarded Project Agreement Page 2 of4 37 Article 4. COI�ITRACT PRICE 38 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract 39 Documents an amount in current funds of four hundred ninety-eight thousand, two hundred 40 ninety-eight dollars and zero cents (F49R.?9fi.Q0), 41 Article 5. CONTRACT DOCUMENTS 42 5.1 CONTENTS: 43 A. The Contract Documents which comprise the entire agreement between Developer and 44 Contractor concerning the Work consist of the following: 45 1. This Agreement. 46 47 48 49 50 51 52 53 54 55 56 57 2. Attachments to this Agreement: a. Bid Form (As provided by Developer) 1) Proposal Form (DAP Version) 2) Prequalification Statement 3) State and Federal documents (pyoject specific) b. Insurance ACORD Form(s) c. Payment Bond (DAP Version) d. Performance Bond (DAP Version) e. Maintenance Bond (DAP Version) f. Power of Attorney for the Bonds g. Worker's Compensation A�davit h. MBE and/or SBE Commitment Form (If required) 58 3. Standard City General Conditions of the Construction Contract for Developer 59 Awarded Projects. 60 4. Supplementary Conditions. 61 5. Specifications specifically made a part of the Contract Documents by attachment 62 or, if not attached, as incorpora.ted by reference and described in the Table of 63 Contents of the Project's Contract Documents. 64 65 66 67 68 69 70 71 72 73 74 6. Drawings. 7. Addenda. 8. Documentation submitted by Contractor prior to Notice of Award. 9. The following which may be delivered or issued after the Effective Date of the Agreement and, if issued, become an incorporated part of the Contract Documents: a. Notice to Proceed. b. Field Orders. c. Change Orders. d. Letter of Final Acceptance. CITY OF FORT WORTH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Matrism� Addiriat, Lou 1 G-24, Block 1 Revised June 16, 2016 City Project No. CPN 10325G 005243-3 Developer A�varded Project Agreement Page 3 of4 75 Article 6. INDEMNIFICATION 76 77 78 79 80 SI 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 1.2 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the city, its officers, servants and employees, from and against any and all claims arising out of, or alieged 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 indcmnific.ition nrovision is snecificallv intendcd tci operate and be etfective even if it is allc�ed or p�'oven tl�at all or some of the d.imu�es bein� soi�eht �r�ere caused, in ���hole or in t��i�•t, b�� anv act, nmission or nc�li�cnce of the citv. This indemnity provision is intended to include, withont limitation, indemnity for costs, expenses and legal fees incurred by the city in defending against such claims and causes of actions. 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the city, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the city, arising out of, or alleged to arise out of, the work and services to be performed by the contractor, its ofticers, agents, employees, subcontractors, licensees or invitees under this contract. This indemnification provision is specificallV intended to operate and be effective even if it is alle�ed or provcn that all or some of thc d�ma�cs beinQ sau�ht �vcrc c�iuscd, in wlic►le or in part, bv anv act, omissiun or neQli�cnce of the ciiv. Article 7. M[SCELLANEOUS 97 7.1 Terms. 98 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of 99 the Construction Contract for Developer Awarded Projects. 100 7.2 Assignment of Contract. 101 This Agreement, including all of the Contract Documents may not be assigned by the 102 Contractor without the advanced express written consent of the Developer. 103 7.3 Successors and Assigns. ] 04 Developer and Contractor each binds itself, its partners, successors, assigns and legal 105 representatives to the other party hereto, in respect to all covenants, agreements and 106 obligations contained in the Contract Documents. 107 7.4 Severability. 108 Any provision or part of the Contract Documents held to be unconstitutional, void or 109 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 110 remaining provisions shall continue to be valid and binding upon DEVELOPER and 111 CONTRACTOR. 112 7.5 Goveming Law and'Venue. 113 This Agreement, including all of the Contract Documents is performable in the State of 114 Texas. Venue shall be Tarrant Counry, Texas, or the United States District Court for the I 15 Northern District of Texas, Fort Worth Division. C1TY OF FORT WORTH Bowie House Hotel & Townhomes STANDARD CONSTRUC'I'[ON SPLCTFICATION DOCUM�NTS — DEVGLOPER AWARD�D PROJECTS N!a[tison Adcfition, Lots 16-24, Blnck l Revised June 16, 2016 City Project No. CPN I03256 005243-4 Developer Awarded Project Agrecment Page 4 of 4 116 117 7.6 Authority to Sign. 118 Contractor shall attach evidence of authority to sign Agreement, if other than duly 119 authorized signatory of the Contractor. 120 121 IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple ] 22 counterparts. 123 124 This Agreement is effecrive as of the last date signed by the Parties ("Effective Date"). 125 Contractor: North Texas Contractin�, Inc, t3y a�� , r— - `--� (Signature) Zach Fusilier (Printed Name) Title: Vice Presidenb Owner Company Name: North Texas Contracting, lnc. Address: 4999 Keller Haslet Road Developer: (Printed Name) Title: Company name: Bowie Place Properties, LLC tlddress: PO Box 218 City/State/Zip: Fort Worth TX 76244 City/State/Zip: Addison, TX 75001 June 9, 2021 Date June 9, 2021 Date 126 CITY OF FORT WORTH Bowie Iiouse IIotel & Townhomes STANDARD CONSTRUCTiON SPECIF[CATiON DOCUMENTS — DEVELOPER AI�VARDGD PROJEC'fS Matti.ron Additinn, Lo1s ! 6-24, Block l Revised June 16, 2016 City Project No. CPN ]0325b nan ronviiie AIC 0000329301 Tkis Power• ofAltorney limUs lhe acls of tliose nnmer! l�erei�:, and tleey have no nut/tority to bind the Compnny �rcept in Uee mrz�aner and to the e.z�er�t leerein stnted Not vnlid for Note, Lonn, Letter of Credit, Currency Rate, htteresf Rale or Residentinl Value Guarantees. POW ER OF ATTORNEY Know All Persons By These Presents: That the Arch Insurance Company, a corporation organized and existing under the laws of the State of Missouri, having its principal administrative office in Jersey City, New Jersey (hereinafter referred to as the °Coinpany") does hereby appoint: Don �. Cornell, Joshua Saunders, Kelly A. Westbrook, Ricardo J. Rcyna, Robbi Morales, Sophinie Hunter, Tina McEwan and Tonie Petranek of Dallas, TX (EACH) its true and lawful Attorney(s)in-Fact, to make, execute, seal, and de] iver from the date of issuance of this power for and on its behalf as surety, and as its act and deed: Any and all bonds, undertakings, recognizances and other surety obligations, in the penal sum not exceeding hinc��• Million Dollars t9[l_WU.[]QU.�01. This authority does not pennit the same obligation to be split iirto two or more bonds In order to bring each such bond within the dollar limit of authority as set forth herein. The execution of such bonds, undertakings, recognizances and other surety obligations in pursuance of these presents shall be as binding upon the said Company as fully and amply to al] intents and purposes, as if the same had been duly executed and acknowledged by its regularly elected officers at its principal administrative office in Jersey City, New Jersey. This Power of Attomey is executed by authority of resolutions adopted by unanimous consent of the Board of Directors of the Company on December ] 1, 2020, true and accurate copies of which are hereinafter set forth and are hereby certified to by the undersigned Secretary as being in full force and effect: "VOTCD, That the Chainnan of the Board, the President, or tlle Executive Vice President, or any Senior Vice President, of the Surety Business Division, or their appointees designated in writing and filed with the Secretary, or the Secretary shal] have the power and authority to appoint agents and attorneys-in-fact, and to authorize them subject to the limitations set forth in their respective powers of attorney, to execute on behalf of the Company, and attach the seal of the Company thereto, bonds, undertakings, recognizances and other surety obligations obligatory in the nature thereof, and any such officers of the Company may appoint agents for acceptance of process. " This Power of Attorney is signed, sealed and certified by facsimile under and by authority of the following resolufion adopted by the unanimous consent of the Board of Directors of the Company on December 1 l, 2020: VOTCD, That the signature of the Chainnan of the Board, the President, or the Executive Vice President, or any Senior Vice President, of the Surety Business Division, or their appointees designated in writing and filed with the Secretary, and the signature ofthe Secretary, the seal of the Company, and certifications by the Secretary, may be affixed by facsimile on any power of attomey or bond executed pursuant to the resolution adopted by the Board of Directors on December 1 l, 2020, and any such power so executed, sealed and certified with respect to any bond or undertaking to which it is attached, shall continue to be valid and binding upon the Company. In Testimony W hereof, the Company has caused Uiis instrument to be signed and its corporate seal to be affixed by their authorized officers, this 6th d�v of.lrinu�it��, 2021 Attested and Certified � s L�'� Regan A. Shulman, Secretary STATE OF PENNSYLVANIA SS COUNTY OF PHILADELPHIA SS �r L� , WR1t)�N►YE � SEA! 1977 � MiSi�Yf� / rlrrh f nst�r»��C�� ['ca ps�n1' ����� �%�� A '" " ��" Stephen C. Ruschak, Executive Vice President I, Michele Tripodi, a Notary Public, do hereby ceRify that Regan A Shulman and Stephen C Ruschak personally kno�nm to me to be the same persons whose uames are respectively as Secretary and Executive Vice President of the Arch Insurance Company, a Corporation organized and existiilg under the laws of the State of Missouri, subscribed to the foregoing instrument, appeared before me this day in person and severally acknowledged tl�at they being thereunto duly authorized signed, sealed with the corporate seal and delivered the said instrument as the free and voluntary act of said corporation and as their own free and voluntary acts for the uses and purposes therein set forth �.---� CI}MMGMMKALn� dR I�liMl:rLVAHG MOTARb►LSEAI fMCM[LE TR�qp. kot►ry vuolk [hydlhlladNphl�. W+ra. Cp�ty IYY�Ldrernhifon E.rp4K J�[y 1f, i?II � ` �c � �^ai.� Michele Tripodi, Notary Public My commission expires 07/31/2021 CERTIFICATION I, Regan A. Shulman , Secretary of the Arch Insurance Company, do hereby certify that the attached Power of Attorney dated J�jnunr►• G. 2D21 on behalf of the person(s) as listed above is a tn�e and correct copy and that the same has been in full force and effect since the date thereof and is in full force and eff'ect on the date of this certificate; and I do further certify that the said Stephen C Ruschak, who executed the Power of Attorney as Executive Vice President, was on the date of execution of the attached Power of Attorney the duly elected Executive V ice President of the Arch Insurance Company 1N TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seal of the Arch Insurance Company on this _day of , 20 . � ' f �� �� I�egan A. Shulman, Secretary This Power of Attomey limits the acts ofthose named therein to the bonds and undertakings specifically named therein and they have no:iu�hnrit� to bind the Company except iu the manner and to the extent herein stated. a�an� � PLEASE SEND ALL CLAIM INQUIR[ES RELATING TO THIS BOND TO TH� FOLLOWING ADDRCSS: �aJ Q� Arch [nsurance— Surety Division � 3 Parkway, Suite 1500 WKrtMATE '�i Philadelphia, PA 19102 � s� � 1977 M �SfOY� To verify the authenticity of this Power of Attorney, please contactArch Insurance Company at SuretyAuthentic@archinsurance.com Please refer to the above named Attorney-in-Fact and the details of the bond io which the power is attached. AICPOA040120 Printed in U.S.A. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. INSURER(S) AFFORDING COVERAGE INSURER F : INSURER E : INSURER D : INSURER C : INSURER B : INSURER A : NAIC # NAME:CONTACT (A/C, No):FAX E-MAILADDRESS: PRODUCER (A/C, No, Ext):PHONE INSURED REVISION NUMBER:CERTIFICATE NUMBER:COVERAGES IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. OTHER: (Per accident) (Ea accident) $ $ N / A SUBR WVD ADDL INSD THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. $ $ $ $PROPERTY DAMAGE BODILY INJURY (Per accident) BODILY INJURY (Per person) COMBINED SINGLE LIMIT AUTOS ONLY AUTOSAUTOS ONLY NON-OWNED SCHEDULEDOWNED ANY AUTO AUTOMOBILE LIABILITY Y / N WORKERS COMPENSATION AND EMPLOYERS' LIABILITY OFFICER/MEMBER EXCLUDED? (Mandatory in NH) DESCRIPTION OF OPERATIONS below If yes, describe under ANY PROPRIETOR/PARTNER/EXECUTIVE $ $ $ E.L. DISEASE - POLICY LIMIT E.L. DISEASE - EA EMPLOYEE E.L. EACH ACCIDENT EROTH-STATUTEPER LIMITS(MM/DD/YYYY)POLICY EXP(MM/DD/YYYY)POLICY EFFPOLICY NUMBERTYPE OF INSURANCELTRINSR DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) EXCESS LIAB UMBRELLA LIAB $EACH OCCURRENCE $AGGREGATE $ OCCUR CLAIMS-MADE DED RETENTION $ $PRODUCTS - COMP/OP AGG $GENERAL AGGREGATE $PERSONAL & ADV INJURY $MED EXP (Any one person) $EACH OCCURRENCE DAMAGE TO RENTED $PREMISES (Ea occurrence) COMMERCIAL GENERAL LIABILITY CLAIMS-MADE OCCUR GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PRO-JECT LOC CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) CANCELLATION AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reserved. CERTIFICATE HOLDER The ACORD name and logo are registered marks of ACORD HIRED AUTOS ONLY 6/22/2021 Box Insurance Agency 1200 S.Main St.,Ste 1600 Grapevine TX 76051 Certificate Administrator 817-865-1806 817-424-1404 certificates@boxinsurance.com The Cincinnati Insurance Co.10677 NORT-T7 Texas Mutual Insurance Company 22945NorthTexasContracting,Inc. 4999 Keller Haslet Rd Keller TX 76248 Great American Insurance 16691 614181024 A X 1,000,000 X 1,000,000 X XCU Included 10,000 1,000,000 2,000,000 X Y Y EPP0448712 7/31/2020 7/31/2021 2,000,000 PD Deductible/Occ 2,000 A 1,000,000 X X X Y Y EBA0448712 7/31/2020 7/31/2021 A X X 5,000,000YEPP04487127/31/2020Y 7/31/2021 5,000,000 Follows Form Follows Form B X N Y TSF0001120054 7/31/2020 7/31/2021 1,000,000 1,000,000 1,000,000 C Pollution Professional Y Y Y Y PCME235470 03 7/31/2020 7/31/2021 Occurrence/Aggrerate Occurrence/Aggrerate Retention $3,000,000 $3,000,000 $50,000 -Excess Liability -ZUP16N8724720NF -Travelers Property Casualty of America -7/31/2020-7/31/2021 Limit:$5,000,000 (Excess over $5,000,000) -Excess Liability Follows-Form -Leased/Rented Equipment-EPP0448712-The Cincinnati Insurance Co.-7/31/2020-7/31/2021 Limit:$750,000 Deductible:$2,500 -*Contractual Liability on General Liability Policy as defined by CG 00 01 Re:City Project No.CPN 103256 -Bowie House Hotel &Townhomes Bowie Place Properties,LLC 15508 Wright Brothers Dr. Addison TX 75001 United States � POLICY NUMBER: EPP0448712 � � COMMERCIAL GENERAL LIABILITY CG20370704 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIOi�AL Ii�SURED - O�NERS, LESSEES OR CONTRACTORS - CO�PLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Add(tional Insured Person(s) Or Or anization s: Location And Descri tion Of Com leted O erations Blanket as required by written contract AnylAll locations required by written contract Any/All projects required by written contraet Information re uired to com lete this Schedule, if not shown above, will be shown in the Declarations. Section 11 — Who Is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury" or "property dam- age" caused, in whole or in part, by "your work" at the location designated and described in the sched- ule of this endorsement pertormed for that additional insured and included in the "products-completed operations hazard". CG 20 37 07 04 O ISO Properties, Inc., 2004 Page 1 of 1 0 POLICY NUMBER: EPP0448712 COMMERCIAL GENERAL LIABILITY CG 2010 07 04 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIOI�AL Ii�SURED OWNERS, LESSEES OR CONTRACTORS SCHEDULED PERSON OR ORGA�IZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organization(s): Location(s) Of Covered Operations Blanket as required by written contract Any/All locations required by written contract Any/All projects required by written contract Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A. Section II Who Is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by: 1. Your acts or omissions; or 2. The acts or omissions of those acting on your behalf; in the performance of your ongoing operations for the additional insured(s) at the location(s) designafed above. additional insureds-;_the follow��additional exclusion�ap�ly ,��_,._, _ __ = �-- ,: .__ e - = � _ • This insurance does not applyto "bodily injury" or "property damage" occur.ring after: :, CG 20 10 07 04 ' O ISO Properties, Inc., 2004 � B. With respect to the insurance afforded to these 1. All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or 2. That portion of "your work" out of which the injury_ or damage arises has been put to its intended use by any person or organization other than anot#��r-co_ntractor or s�t�_ontr�etor._ engage�--in ps�or�n�g opeKa i�n�_ fsr. -�-- principal as a part of the same project. Page 1 of 1 , POLICY NUMBER: EPP0448712--- -- .� . _ . . -_— =- THIS ENDORSEMENT CHANCES THE POLICY. PLEASE READ IT CAREFULLY. CONTRACTORS' COMMERCII�L GENERAL LIIa1BILITY BRO�i►DE�ED ENDORSEMENT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART A. Endorsement - Table of Co�ents: Coverage: Begins on Page• 1. Employee Benefit Li�bility Coverage .......................................... .................................................... 2 .... 2. Unintentional Failure to Disclose Hazards .......................................................................................... 7 3. Damage to Premises Rented to You ................................................................................................... 8 4. Supplementary Payments ................................................................................................................... 9 5. Medical Payments ................................................................................................................................ 9 6. Voluntary Property Damage (Coverage a.) snd Care, Custody or Control Liability Coverage (Coverage b.) ......................................................................................................... 9 7. 180 Day Coverage for Newiy Formed or Acquired Organizations .................................................. 10 8. Waiver of Subrogation .......................................................................................................................10 9. Automa�c Additional Insured � Specifled Ralatlonsh�as : ................................................................1� • Managers or Lessors of Premises; • Lessor of Leased Equipment; • Vendors; • State or Political Subdivisions - Permits Relating to Premises; • State or Political Subdivisions - Permits; and • Contractors' Operations 10. Broadened Contractual Liability - Work Within 50' of Railroad Property .........................................14 11. Property Damage to Borrowed Equipment .......................................................................................14 12• Employees as Insureds - Specified Health Care Services : ............................................................14 • Nurses; • Emergency Medical Technicians; and • Paramedics 13. Broadened Notice of Occurrence ......................................................................................................14 B. Limits of Insurance: The Commercial General Liability Limits of Insurance apply to the insurance provided by this endorse- ment, except as provided below: 1. Employee Benefit Liability Coverage Each Employee Limit: $ 1,000,000 Aggregate Limit: $ 3,000,000 Deductibie: $ 1,000 3. Damage to Premises Renied to You The lesser of: _ � Tt�e:E��ht��er��ace`��r�nit shown in the Declarations,_.or� _ __- = _-- =- --,__._ _ : ._ :_. �, _ : —_. .�= :,: = b. $500,000 unless otherwise stated $ � �� 4. -- Supplementary Payments - a. � Bail bonds: $ b. Loss of earnings: $ 5. � Medical Payments 1,000 _ 350 � ° Medical Expense Limit: $ 10,000 Includes copyrighted material of Insurance GA 233 02 07 Services Office, Inc., with its permission. Page 1 of 15 w 6. (a) We will pay those sums that the insured becomes legally obligated to pay as dam- ages caused by any act, er- ror or omission of the in- sured, or of any other per- son for whose acts the in- sured is legally liable, to which this insurance ap- plies. We will have the right and duty to defend the in- sured against any "suit" seeking those damages. However, we will have no duty to defend against any "suit" seeking damages to which this insurance does not apply. We:,may, at our discretion, investigate any report, of an =act� error-- or omission and = setfle= any_ -claim =or��'suit'-`�ai�ri�y-re= sult. But: C. Coverages: Voluntary Property Damage (Coverage a.) and Care, Custody or Conirol Liability Coverage (Coverage b.) Limits of Insurance (Each Occurrence) Coverage a. $1,000 Coverage b. $5,000 unless otherwise stated $ Deductibles (Each Occurrence) Coverage a. $250 Coverage b. $250 unless otherwise stated $ � COVERAGE PREMIUM BASIS RATE ADVANCE PREMIUM (a) Area (For Limits in Excess of (For Limits in Excess of (b) Payroll $5,000) $5,000) (c) Gross Sales (d) Units (e) Other b. Care, Custody $ or Control T TAL ANNUAL PREM UM 11. Property Damage to Borrowed Equipment Each Occurrence Limit: $ 10,000 Deductible: $ 250 1. Employee Benefit Liability Coverage a. The following is added to SECTION I - COVERAGES: Employee Benefit Liability Coverage. (1) Insuring Agreement GA 233 02 07 1) The amount we will pay for= damat�es is limited as -described in SEC- TIOR-III -= L-IMITS- OF INSURANCE; and 2) Our right and duty to defend ends when we � � have used up the ap- plicable limit of insur- ance in the payment of judgments or settle- ments. No other obligation or liabil- ity to pay sums or pertorm acts or services is covered unless explicitly provided for under Supplementary Pay- ments. (b) This insurance applies to damages only if the act, er- ror or omission, is negli- gently committed in the "administration" of your "employee benefit pro- gram"; and 1) Occurs during the po� icy period; or 2) Occurred prior to the effective date of this endorsement provided: a)- You did � not have -s .�-�:� =_knowle�e__ of:__ a__= -= __.._.:� ..-- -__ _ _ . - _ - �-- -_ claim _vr-, "sui#";=on _. -- __ - _ =- _- - -or--befor� t�e�=-ef- =-- - - - _ _ _ fective date of this � endorsement. Includes copyrighted material of Insurance Services Office, Inc., with its permission. -=Y_ou_. =--_will __ be deemed to have - --fmowle�lge- --of• - a claim _ or "suit" when any "authorized repre- sentative"; Page 2 of 15 GA 233 02 07 (2) Exclusions i) Reports all, or any part, of the act, error or omission to us or any other insurer; ii) Receives a written or ver- bal demand or claim for dam- ages because of the act, er- ror or omis- sion; and b) There is no other applicable insur- ance. This insurance does not apply to: (a) Bodily Injury, Property Damage or Personal and Advertising Injury "Bodily injury", "properry damage" or "personal and advertising injury". {b) Dishonest, Fraudulent, Criminal or Malicious Act Damages arising out of any intentional, dishonest, fraudulent, criminal or mali- cious act, error or omission, committed by any insured, including the willful or redc- less violation of any statute. (c) Failure tio Perform a Con- tract Damages arising out of fail- ure of pertormance of con- tract by any insurer. (d) Insufficiency of Funds Damages arising out of an insufficiency of funds to meet any obligations under any plan included in the "employee benefit pro- - gram". (e)- InacJequacy_::of.�"Per��r�n= - - � -�-ance=�of-�nv�stment ��A°d=�=-= vice Given With Respect to Participation formance of investment vehicles; or 3) Advice given to any person with respect to that person's decision to participate or not to participate in any plan included in the "em- ployee benefit pro- gram". (f) Workers' Compensation and Similar Laws Any claim arising out of your failure to comply with the mandatory provisions of any workers' compensation, unemployment compensa- tion insurance, social secu- rity or disability benefits law or any similar law. (g) ERISA Damages for which any in- sured is liable because of liability imposed on a fiduci- ary by the Employee Re- tirement Income Security Act of 1974, as now or hereafter amended, or by any similar federal, state or local laws. (h) A�ailable Benefits Any claim for benefits to the extent that such benefits are available, with reason- able effort and cooperation of the insured, from the ap- plicable funds accrued or other collectible insurance. (i) Taxes, Fines or Penalties Taxes, fines or penalties, including those imposed under the Internal Revenue Code or any similar state or local law. (j) Employment-Related Practices Any liability arising out of _ any: _ _ -==(y-)=Ref:usal�pemploYy - _..�:.__ — (2) Termination of em- __ _ployment; __-= Any�laim based upon: —(3) = G-oercion; demotion, ---1j �ailure of any invest- evaluation, reassign- ---- ment; discipline, defa- _m.ent to perform; mation; harassment, 2) Errors in providing in- humiliation, discrimina- #ormation on past per- tion or other employ- Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 3 of 15 � � � ment-related practices, acts or omissions; or (4) Consequential liability as a result of (1 j, (2) or (3) above. This exclusion applies whether the insured may be held liable as an employer or in any other capacity and to any obligation to share damages with or repay someone else who must pay damages because of the injury. (3) Supptementary Payments SECTION I - COVERAGES, SUPPLEMENTARY PAY- MENTS - COVERAGES A AND B also apply to this Coverage. b. Who is an Insured As respects Employee Benefit Liabil- ity Coverage, SECTION II - WHO IS AN INSURED is deleted in its en- tirety and replaced by the following: (1) If you are designated in the Declarations as: (a) An individual, you and your spouse are insureds, but only with respect to the conduct of a business of which you are the sole owner. (b) A partnership or joint ven- ture, you are an insured. Your members, your part- ners, and their spouses are also insureds but only with respect to the conduct of your business. (c) A limited liability company, you are an insured. Your members are also insureds, but only with respect to the conduct of your business. Your managers are in- sureds, but only with re- spect to their duties as your managers. (d) _ An t�rgani��#aor�.�ther=#�ax�==_ _ --a=�ar3raer�hip, joint�re�re=._-: or limited liability company, - you-are an insured. Your -- "executive officers" and di- __-�= rectors ar.e . insureds, but -=- only- with respect to their — - -- dUtie�a�your officers or di- — rectors. Your stockholders are also insureds, but only with respect to their liability � as sfockholders. �� (e) A trust, you are an insured. Your trustees are also in- sureds, but only with re- spect to their duties as trustees. (2) Each of the following is also an insured: (a) Each of your "employees" who is or was authorized to administer your "employee benefit program". (b) Any persons, organizations or "employees" having proper temporary authori- zation to administer your "employee benefit program" if you die, but only until your legal representative is ap- pointed. (c) Your legal representative if you die, but only with re- spect to duties as such. That representative will have all your rights and du- ties under this Coverage Part. (3) Any organization you newly ao- quire or form, other than a part- nership, joint venture or limited liability company, and over which you maintain ownership or majority interest, will qualify as a Named Insured if no other similar insurance applies to that organization. However, cover- age under this provision: (a) Is afforded only until the 180th day after you acquire or form the organization or the end of the policy period, whichever is earlier; and (b) Does not apply to any act, error or omission that was committed before you ac- quired or formed the or- ganization. Limits of Insurance As respects Employee Benefit Liabil- ity Coverage, SECTION III - LIMITS OF INSURANCE=is=deleted in its=�r�= �—_ tirety.and replaced_b� tMe foilowin� _ =-- (1) The Limits of Insurance shown in _Section=.B..Limits of Insur- ance, 1. Employee Benefit Li- � ability Coverage and the rules below fix :the most we will pay regardless of the number of: (a) Insureds; Includes copyrighted material of Insurance GA 233 02 07 Services Office, Inc., with its permission. Page 4 of 15 � (b) Claims made or "suits" brought; (c) Persons or organizations making claims or bringing "suits"; (d) Acts, errors or omissions; or (e) Benefits included in your "employee benefit pro- gram". (2) The Aggregate Limit shown in Section B. Limits of Insurance, 1. Employee Benefit Liability Coverage of this endorsement is the most we will pay for all damages because of acts, er- rors or omissions negligently committed in the "administra- tion" of your "employee benefit program". (3) Subject to the limit described in (2) above, the Each Employee Limit shown in Section B. Limits of Insurance, 1. Employee Benefit Liability Coverage of this endorsement is the most we will pay for all damages sus- tained by any one "employee", including damages sustained by such "employee's" dependents and beneficiaries, as a result of: (a) An act, error or omission; or (b) A series of related acts, er- rors or omissions, regard- less of the amount of time that lapses between such acts, errors or omissions, negligently committed in the "administration" of your °em- ployee benefit program". However, the amount paid un- der this endorsement shall not exceed, and will be subject to the limits and restrictions that apply to the payment of benefits in any plan included in the "em- ployee benefit program". � (6) The deductible amount stated in the Declarations applies to all damages sustained by any one "em- ployee", including such "employee's" dependents and beneficiaries, because of all acts, errors or omis- sions to which this insur- ance applies. (c) The terms of this insurance, including those with respect to: 1) Our right and duty to defend the insured against any "suits" seeking those dam- ages; and 2) Your duties, and the duties of any other in- volved insured, in the event of an act, error or omission, or claim, apply irrespective of the application of the deductible amount. (d) We may pay any part or all of the deductible amount to effect settlement of any claim or "suit" and, upon notification of the action taken, you shall promp�y reimburse us for such part of the deductible amount as we have paid. d. Additional Conditions As respects Employee Benefit Li- ability Coverage, SECTION IV - COMMERCIAL GENERAL LIABIL- ITY CONDITIONS is amended as follows: (1) Item 2. Duties in the Event of Occurrence, Offense, Claim or Suit is deleted in its entirety and replaced by the following: 2. Duties in the Event of an Act, Error or Omission, or Claim or Suit (4) Deductible Amount ____ _ ja) _ Our obligation_to pay dam- _�_ -"- ,�ages���kiaai=of -the in- -- = =- -� -= =sured — ' - _ ,. - �es-or�ly-to the amount of damages in ex- cess of the deductible - amount stated in the Decla- __-_ =_- rations as applicable to - Each Employee. The limits ---- -.— --- of insurance shall not be reduced by the amount of this deductible. GA 233 02-07 a. �You must see to it that we are noti- _ : �ies�a�:soon.as pr�c.ticable„of an act, - _ _ _ error._oY,omission�r_#�r�t�=rYiaq�result in — ='-�-�la�ni: To-the ` = =p ssi e, no- tice should include: �-- --(1) What the act, error or omission ---.._ _=___ -was and when it occurred; and - -(�)= The names and addresses of anyone who may suffer dam- ages as a result of the act, error or omission. Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 5 of 15 � b. If a claim is made or "suit" is brought against any insured, you must: (1) Immediately record the specifics of the claim or "suit" and the date received; and (2) Notify us as soon as practicable. You must see to it that we receive written notice of the claim or "suit" as soon as practicable. c. You and any other involved insured must: (1) Immediately send us copies of any demands, notices, sum- monses or legal papers re- ceived in connection with the claim or "suit'; (2) Authorize us to obtain records and other information; (3) Cooperate with us in the investi- gation or settlement of the claim or defense against the "suit"; and (4) Assist us, upon our request, in the enforcement of any right against any person or organiza- tion which may be liable to the insured because of an act, error or omission to which this insur- ance may also apply. d. No insured will, except at that in- sured's own cost, voluntarily make a payment, assume any obligation, or incur any expense without our con- sent. (2) Item 5. Other Insurance is de- leted in its entirety and replaced by the following: 5. Other Insurance � If other valid and collectible insurance is available to the insured for a loss we cover under this Coverage Part, our obligations are limited as follows: a. �ii�ary��z � b. Method of Sharing If all of the other insur- ance permits contribu- tion by equal shares, we will follow this method also. Under this approach each in- surer contributes equal amounts until it has paid its applicable limit of insurance or none of the loss remains, whichever comes first. If any of the other in- surance does not per- mit contribution by equal shares, we will contribute by limits. Under this method, each insurer's share is based on the ratio of its applicable limit of in- surance to the total ap- plicable limits of insur- ance of all insurers. c. No Coverage This insurance shall not cover any loss for which the insured is entitled to recovery un- der any other insur- ance in force previous to the effective date of this Coverage Part. e. Additional Definitions As respects Employee Benefit Li- ability Coverage, SECTION V - DEFINITIONS is amended as fol- lows: (1) The following definitions are added: 1. "Administration" means: a. Providing information to "employees", including their dependents and beneficiaries, with re- spect to eligibility for or __ ___ scope . of . _"employee benefit programs"; — - b -1 nter�a��—tlie=- "em- _= _ .. -.�. ,_ ,_ - _.— ;--- - pl�y---�.. . ene i � pro- grams"; This_. insurance is pri- - � � - -r-r�� � xc-e #�vhen c. : - — �-_ p_ = -- --- � . --- = below�N� If this insurance is primary, _ __ our obligations are not affected unless any of _-_� the other insurance is - also primary. Then, we ---- ---�- will share with all that -- other insurance by the method described in b. below. GA 233 02-07 � c. Handling records in connection with the "employee benefit pro- grams"; or d. Effecting, continuing or terminating any "em- ployee's" participation Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 6 of 15 � � in any benefit included in the "employee ben� fit program". � � benefits, workers' com- pensation and disability benefits; and However, "administration" does not include: a. Handling payroll d� ductions; or b. The failure to effect or maintain any insurance or adequate limits of coverage of insurance, including but not limited to unemployment in- surance, social security benefits, workers' com- pensation and disability benefits. 2. "Cafeteria plans" means plan authorized by applica- ble law to allow "employ- ees" to elect to pay for cer- tain benefits with pre-tax dollars. 3. "Employee benefit pro- grams" means a program providing some or all of the following benefits to "em- ployees", whether provided through a "cafeteria plan" or otherwise: a. Group life insurance; group accident or health insurance; den- tal, vision and hearing plans; and flexible spending accounts; provided that no one other than an "em- pfoyee" may subscribe to such benefits and such benefits are made generally available to those "employees" who satisfy the plan's eligi- bility requirements; � — d. Vacation plans, includ- ing buy and sell pro- grams; leave of ab- sence programs, in- cluding military, mater- nity, family, and civil leave; tuition assis- tance plans; transpor- tation and health club subsidies. (2) The following definitions are deleted in their entirety and re- placed by the following: 21. "Suit" means a civil pro- ceeding in which money damages because of an act, error or omission to which this insurance applies are alleged. "Suit" includes: a. An arbitration pro- ceeding in which such damages are claimed and to which the in- sured must submit or does submit with our consent; b. Any other alternative dispute resolution pro- ceeding in which such damages are claimed and to which the in- sured submits with our consent; or c. An appeal of a civil proceeding. 8. "Employee" means a per- son actively employed, for- merly employed, on leave of absence or disabled, or retired. "Employee" in- cludes a "leased worker". "Employee" does not in- b. Profit sharing plans, clude a"temporary worker". employee savings plans, employee stock 2• Unintentional Failure to Disclose Haz- ownership plans, pen- ards sion plans and sfock - SECTION IV - COMMERCIAL GENERAL _ subscription plans, - LIABIL� CONDITIONS, 7. Represen- - — � _provided that no one ,� ��� ; _tations���e�y�me�nded by the_ addi=___ __ - = other than .an "em= .:— - - - =- -- -- _>- . ,- _=. ployee" may subscribe � � -° - -tion of-t r��e-following: -- to such benefits and Based on our dependence upon your _ such benefits are made representations as ,to existing hazards, if generally available =to =-� unintentionally you should fail to disclose-�- --- all "employees" who __ __ all such hazards at the inception_ date of `-- - are eligible� under t� -- your policy, we will not reject coverage -- plan for such benefits; under this Coverage Part based solely on c. Unemployment insur- such failure. ance, social security - Includes copyrighted material of Insurance GA 233 02 07 Services Office, Inc., with its permission. Page 7 of 15 - 3. Damage to Premises Rented to You a. The last Subparagraph of Paragraph 2. SECTION I - COVERAGES, COVERAGE A. - BODILY INJURY AND PROPERTY DAMAGE, 2. LI- ABILITY Exclusions is hereby de- leted and replaced by the following: Exclusions c. through q. do not apply to damage by fire, explosion, light- ning, smoke or soot to premises while rented to you or temporarily occupied by you with permission of the owner. b. The insurance provided under SEC- TION I - COVERAGES, COVERAGE A. BODILY INJURY AND PROP- ERTY DAMAGE LIABILITY applies to "properry damage" arising out of water damage to premises that are both rented to and occupied by you. (1) As respects Water Damage Le- gal Liability, as provided in Paragraph 3.b. above: The exclusions under SECTION I - COVERAGES, COVERAGE A. BODILY INJURY AND PROPERTY DAMAGE LIABIL- 11Y, 2. Exclusions, other than i. War and the Nuclear Energy Liability Exclusion, are deleted and the following are added: This insurance does not apply to: (a) °Property damage": 1) Assumed in any con- tract; or 2) Loss caused by or re- sulting from any of the following: a) Wear and tear; f) Nesting or infesta- tion, or discharge or release of waste products or secretions, by in- sects, birds, ro- dents or other animals. (b) Loss caused directly or indi- rectly by any of the follow- ing: 1) Earthquake, volcanic eruption, landslide or any other earth move- ment; 2) Water that backs up or overflows from a sewer, drain or sump; 3) Water under the ground surface press- ing on, or flowing or seeping through: a) Foundations, walls, floors or paved surfaces; b) Basements, whether paved or nat; or c) Doors, windows or other openings. (c) Loss caused by or resulting from water that leaks or flows from plumbing, heat- ing, air conditioning, or fire protection systems caused by or resulting from freez- ing, unless: b) Rust, corrosion, 7) You did your best to maintain heat in the fungus, decay, building or structure; or deterioration, hid- den or latent de- 2) You drained the fect or any quality equipment and shut off in property that the water supply if the -- - causes it to dam- heat was not main- _.__a__: _�__.. __ __ a e or destro it tained. - 9 Y,- - -- -- self; -° _ - _- _ _ _ _. _ _ -- ��1 Loss to or damage to: � - -- _ _< .. - _: _- - _ :._ . ,_ - -- -- _ -- : : -.- _-_ ._,_ _, --- - -- � _=_ _ - c) Smog; -- .:_ - 1) Plumbing, heating, air - d) Mechanical ___ conditioning, fire pro-._ _ breakdown in- tection systems, or -- -� cluding-rupture--or- - --- other equipmeni°or ap= - ---� — _ _._ bursting __ causesL_. -_ _ ___ pliances; or __ _ _ -_ ._ ___ _ by centrifugal force; - -° � - GA 233 02 07 Includes copyrighted material of Insurance Services Office, Inc., with its permission. � e) Settling, cracking, shrinking or ex- pansion; or 2) The interior of any --- building or structure, or to personal property in the building or structure� Page 8 of 15 � c. caused by or resulting from rain, snow, sleet or ice, whether driven by wind or not. 4. Declarations are replaced by the lim- Paragraph 2. is replaced by the fol- its designated in Section B. Limits of lowing: Insurance, 6. Voluntary Properly Up to the limit shown in Section B. Damage and Care, Custody or Limits of Insurance, 4.a. Bail Bonds Control Liability Coverage of this of this endorsement for cost of bail endorsement with respect to cover- bonds required because of accidents age provided by this endorsement. or traffic law violations arising out of These limits are inclusive of and not the use of any vehicle to which the in addition to the limits being re- Bodily Injury Liability Coverage ap- placed. The Limits of Insurance plies. We do not have to furnish shown in Section B. Limits of Insur- these bonds. ance, 6. Voluntary Properly Dam- -age and Care, Custody 'or -Control Paragraph 4. is replaced.l2y,�h��ol-:�_._ .-- _;,_:�,., Liability Coverage of this endorse-___ __ lowing: --_ . -- - -: _ - ment fix the most we will pay:in any -� ` -- - _ _ - = - - ----�- - _=-_ane "occurrence" regardles�--of,=�e� := _- -- - _- All reasonable expenses incurred by number of: the insured at our- request to assist us in the investigation or defense of (1) Insureds; -- --- the claim = or: "suit'_'-,=-including actual loss of earnings up to the limit shown �2) Claims made or-"suits"'-brought; �:- in Section B.- Limit��# I�rsu-rance; or -- — -=- -- --- -- 4.b. Loss of Earnings o#-#his en- (3) Persons or organizatio�as-mak- dorsement per day because of time ing claims or bringing "suits". off from work. � Limit of Insurance The Damage to Premises Rented to You Limit as shown in the Declara- tions is amended as follows: (2) Paragraph 6. of SECTION 111 - LIMfTS OF INSURANCE is hereby deleted and replaced by the following: 6. Subject to 5. above, the Damage to Premises Rented to You Limit is the most we will pay under COVERAGE A. BODILY INJURY AND PROPERTY DAMAGE LIABILITY, for damages because of "property damage" to premises while rented to you or temporarily occupied by you with permission of the owner, arising out of any one "occurrence" to which this insurance ap- plies. (3) The amount we will pay is lim- ited as described in Section B. Limits of Insurance, 3. Dam- age to Premises Rented to You of this endorsement. a. � � 5. Medical Payments The Medical Expense Limit of Any One Person as stated in the Declarations is amended to the limit shown in Section B. Limits of Insurance, 5. Medical Pay- ments of this endorsement. 6. Voluntary Property Damage and Care, Custody or Control Liability Coverage a. Voluntary Property Damage Cov- erage We will pay for "property damage" to property of others arising out of op- erations incidental to the insured's business when: (1) Damage is caused by the in- sured; or (2) Damage occurs while in the in- sured's possession. With your consent, we will make these payments regardless of fault. b. Care, Custody or Control Liability Coverage SECTION I - COVERAGES, COV- ERAGE A. BODILY INJURY AND PROPERTY DAMAGE LIABILITY, 2. Exclusions, j. Damage to Property, Subparagraphs (3), (4) and (5) do not apply to "property damage" to the property of others described therein. With respect to the insurance provided by this section of the endorsement, the fol- lowing additional provisions apply: AGES A AND B: a. The Limits of Insurance shown in the Supplementary Payments Under SECTION I- COVERAGE, SUP- PLEMENTARY PAYMENTS - COVER- -_ --_ - _- _- -- _. b. Inclucies copyrighted material of Insurance GA 233 02 07 -- Services Office, Inc., with its permission. _- Page-9 of 15 ---b. SECTION IV - COMMERCIAL GENERAL LIABILITY CONDI110NS, 9. Transfer of Rights of Recovery Against Others to Us is hereby amended by the addition of the following: 9. Automatic Additional Insured - Spec'r fied Relativnships a. The following is hereby added to SEC110N 11- WHO IS AN INSURED: (1) Any person or organization de- scribed in Paragraph 8.a.(2) below (hereinafter referred to as additional insured) whom you are required to add as an addi- tional insured under this Cover- age Part by reason of: (a) A written contract or agreement; a� (b) An oral agreement or con- tract where a certificate of insurance showing that per- son or organization as an additional insured has been issued, is an insured, provided: (a) The written or oral contract or agreement is: 1) CuRently in effect or becomes effective during the policy pe- riod; and 2) Executed prior to an "oocurrence° or offense to which this insurance would apply; and (b) They are not specifically named as an additional in- sured under any other pro- vision of, or endorsement added to, this Coverage Part. (2) Only the following persons or organizations are additional in- sureds under this endorsement, and insurance coverage pro- vided to such additional in- sureds is limited as provided herein: We waive any right of recovery we may (a) The manager or lessor of a have because of payments we make for premises leased to you with injury oc damage arising out of your on- whom you have agreed per going operations or °your work' done un- �--Paragraph 9.a.(1) above to de�a .�wratten contract requiring =such _: __,_ Qrovide insurance, but only _ � -� _ ° � � -w�i�f�i#h--=tl�at person or organization _ �: = = — �+�� _respect to liability aris- _ = _ __ :, .__ . _ . — _ - -_ — arf[tr-mcluded in the °products-com7eied- -- �'=' : _ - - _--- t��°,_out of the owners�ip,- =-_- _._._. . operations hazard°. However, our rights maintenance or use of that _ may oniy be waived prior to the "o�cur-_ part of a premises leased to rence° giving rise to the injury or damage you, subject to the following - -_= for which we make payment °under=this= _-- -° additional exclusions: ____ -_ Coverage Part. The insured_ must',-do _:___ �=�� - -- -• -• This insuranc�- does -r�e�--- =—=-= - - - nothing after a loss to impair our ri�gfits„ �- apply to: -- At our request, the insured will bring suit --- - -- or transfer those rights to us and help-us 1) Any "occurrence° _ enforce those rights. which takes place after. - � Deduatible Clause � (1) Our obligation to pay damages on your behalf applies only to the amount ot damages for each "occurrence° which are in ex- cess of the deductible amount stated in Section B. Limits of Insurance, 6. Volurnary Prop- erty Damage and Care, Cus- tody or CoMrol Liability Cov- erage of this endorsement. The limits of insurance will not be re- duced by the application of such deductible amount. (2) Condfion 2. Du�ies in the Ever�t of Occurrence, Offense, Claim or Suit, applies to each claim or "suit° irrespective of the amount. (3) We may pay any part or all of the deductible amount to effect settlement of any claim or "suiY' and, upon noti�ication of the ao- tion taken, you shall prompthr reimburse us for such part of the deductible amount as has been paid by us. 7. 180 Day Coverage for Newly Formed or Acquired Organizations SECTION II - WHO IS AN INSURED is amended as follows: Subparagraph a. of Paragraph 4. is hereby deleted and replaced by the fol- lowing: a. Insurance under this provision is af- forded only until the 180th day after you acquire or form the organization or the end of the policy period, whichever is earlier; 8. ;Waiver o� Subrogation GA 233 02 O7 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 10 of 15 GA 233 02 07 � you cease to be a ten- ant in that premises. 2) Structural alterations, new construction or demolition operations performed by or on be- half of such additional insured. (b) Any person or organization from which you lease equipment with whom you have agreed per Paragraph 9.a.(1) above to provide in- surance. Such person(s) or organization(s) are insureds solely with respect to their liability arising out of the maintenance, operation or use by you of equipment leased to you by such per- son(s) or organizations(s). However, this insurance does not apply to any "oc- currence" which takes place after the equipment lease expires. (c) Any person or organization (referred to below as ven- dor) with whom you have agreed per Paragraph 9.a.(1) above to provide in- surance, but only with re- spect to "bodily injury" or "property damage" arising out of "your products" which are distributed or sold in the regular course of the ven- dor's business, subject to the following additional ex- clusions: 1) The insurance afforded the vendor does not apply to: c) Any physical or chemical change in the product made intentionally by the vendor; a) "Bodily injury" or "property damage" for which the ven- dor is obligated to pay damages by reason of the as- sumption of liabil- ity in -a- contract or agreement. This exclu��on=do�s _not _� - � = `� .,- _ .. -_ apply.#o liability_for = __ -. - damages that the -- -- - vendor would ---have-- in the ab- __ sence_of the con- - _fract -- or � agree- --=rnent; ------ - -- b) Any express war- ranty unauthorized by you; Includes copyrighted material of Insurance Services Office, Inc., with its permission. d) Repackaging, un- less unpacked solely for the pur- pose of inspection, demonstration, testing, or the substitution of parts under in- structions from the manufacturer, and then repackaged in the original container; e} Any failure to make such in- spections, adjust- ments, tests or servicing as the vendor has agreed to make or normally under- takes to make in the usual course of business, in connection with the distribution or sale of the prod- ucts; f) Demonstration, in- stallation, servio- ing or repair op- erations, except such operations performed at the vendor's premises in connection with the sale of the product; g) Products which, after distribution or sale by you, have been labeled or relabeled or used as a container, part or ingredient of any other thing or substance by or _for the vendor._ 2)__ This`—insurarace ;�draes_ _- - not -apply to ��ariy in- - sured person or or- ganizatiorr: — -- - �'-a) -�rom -whom-� you _have_ _ __ __acquir_ed such products, or any — ingredient, part or `container, entering into, ao- Page 11 of 15 GA 233 02 07 companying or containing such products; or b) When liability in- cluded within the "products- completed opera- tions hazard" has been excluded under this Cover- age Part with re- spect to such products. (d) Any state or political subdi- vision with which you have agreed per Paragraph 9.a.(1) above to provide in- surance, subject to the fol- lowing additional provision: This insurance applies only with respect to the following hazards for which the state or political subdivision has issued a permit in conneo- tion with premises you own, rent or control and to which this insurance applies: 1) The existence, mainte- nance, repair, con- struction, erection, or removal of advertising signs, awnings, cano- pies, cellar entrances, coal holes, driveways, manholes, marquees, hoist away openings, sidewalk vaults, street banners, or decora- tions and similar expo- sures; or 2) The construction, erec- tion, or removal of ele- vators; or 3) The ownership, main- tenance, or use of any elevators covered by this insurance. (ej Any state or political subdi- vision with which you have agreed per --`-Paragraph 9.a.(1) _above to_pr�v�sle i n.- _ surance, subject_ to t+�e fol _� lowing�rovisior�� -;-�.== — 1) This insurance applies only�with respect to op- era#ions=. per#ormed by you :or on-your behalf for-virhich=tMe=state- or political subdivision has issued a permit. 2) This insurance does not apply to "bodily in- jury", "property dam- age" or "personal and advertising injury" aris- ing out of operations pertormed for the state or political subdivision. (f) Any person or organization with which you have agreed per Paragraph 9.a.(1) above to provide insurance, but only with respect to li- ability arising out of "your work" pertormed for that additional insured by you or on your behalf. A person or organization's status as an insured under this provision of this endorsement contin- ues for only the period of time required by the written contract or agreement, but in no event beyond the ex- piration date of this Cover- age Part. If there is no written contract or agree- ment, or if no period of time is required by the written contract or agreement, a person or organization's status as an insured under this endorsement ends when your operations for that insured are completed. (3) Any insurance provided to an additional insured designated under Paragraph 9.a.(2): (a) Subparagraphs (e) and (f) does not apply to "bodily injury" or "property damage" included within the "prod- ucts-completed operations hazard"; (b) Subparagraphs (a), (b), (d), (e) and (� does not apply to "bodily injury", "property damage" or "personal and advertising injury" arising out of the sole negligence or willful misconduct of the additional insured' or their agents, "employees"_or any_. _ _ other representative o�-#�e �- additional-ir�sured.�r _; =. - _- (c) Subparagraph (f) does not apply to-- "bodily- injury", " ro e _siama �" _ or.._" er- P --P �--- 9—. P . sonal and.advertising injury" -arising out-of:-- =. =-- = -- -- 1) Defects in c�esign fur- nished by or�on behalf Includes copyrighted material of Insurance Services Office, Inc., with its permission. - Page 12 of 15 of the additional in- sured; or 2� The rendering of, or failure to render, any professional architeo- tural, engineering or surveying services, in- cluding: a) The preparing, approving or fail- ing to prepare or approve maps, shop drawings, opinions, reports, surveys, field or- ders, change or- ders or drawings and spec�cations; and b) Supervisory, in- spection, archi- tectural or engi- neering activities. 3) "Your work" for which a consolidated (wra�rup) insurance program has been provided by the primecontractor-project manager or owner of the construc#ion project in which you are in- volved. b. Only with regard to insurance pro- vided to an additional insured desig- nated under Paragraph 9.a.(2) Sul� paragraph (� above, SEC710N III - LIMIT'S C1F INSURANCE is amended to include: The limits applicable to the additional insured are those specified in the written contract or agreement or in the Declarations of this Coverage Part, whichever are less. if no limits are specified in the written contract or agreement, or if there is no written contract or agreement, the limits ap- plicable to the additional insured are those specified in the Declarations of this Coverage Part. The limits of in- =surance are inciusive of and not in addition � to the limits of insurance shown ir�=the De�larations.-==- _= = =_ c. �SECT-IOI�V -: EOIVIIIAER — _ --_ - ERAL LIABILITY CONDITIONS is hereby amended as follows: �i)= Cor�dition .5..Other Insurance is - :�- amended to include: (a) �IlVhere required by a written conti�act or agreement, this insurance is primary and / or non contributory as re- GA 233 02 07 spects any other insurance policy issued to the addi- tional insured, and such ;other insurance policy shall. be excess and / or noncon- tribu�ng, whichever applies, with this insurance. (bj Any insurance provided by this endorsement shall be primary to other insurance available to the additional insured except: 1 j As otherwise provided in SECTIOiV IV - COMMERCIAL GEN- ERAL LIABILITY CONDITIONS, 5. Other Insurance, b. Excess Insurance; or 2) For any other valid and collectible insurance available to the addi- tional insured as an additional insured by attachment of an en- dorsement to another insurance policy that is written on an excess basis. in such case, the coverage provided under this endorse- ment shall also be ex cess. (2) Condition 11. Conformance � Speciflc INritten Contract or Agreement is hereby added: 11. Conformance to Specific Written Contract or Agreemer�t With respect to additional insureds descxibed in Para- graph 9.a.(2)(fl above only: If a written contraot or agreement between you and the additional insured specifies that coverage for the additional insured: a. Be provided by the In- -_ = surance Services Of-= fice additional insured - ��bc��iur�bBr-c��o� . _ _ -= �or�G ::20 37-�rkt�r� - - - � -`� � edition speci�ed);_ or -- - -- - - b. -- Include coverage for _ _ _ ____ completed operations; ---a,- � c --lnclude �ooverage for .: __ -- ° our work"; -� y-- - - and where the limits or cov- � erage provided to the addi- Includes copyrighted material of Insurance. Services O�ce, Inc., with its permission. - � Page 13 of 15 tional insured is more re- strictive than was specifi- cally required in that written contract or agreement, the terms of Paragraphs 9.a.(3)(a), 9.a.(3)(b) or 9.b. above, or any combination thereof, shall be interpreted as providing the limits or coverage required by the terms of the written contract or agreement, but only to the extent that such limits or coverage is included within the terms of the Coverage Part to which this endorse- ment is attached. If, how ever, the written contract or agreement specifies the In- surance Services Office additional insured form number CG 20 10 but does not specify which edition, or specifies an edition that does not exist, Paragraphs 9.a.(3)(a) and 9.a.(3)(b) of this endorsement shall not apply and Paragraph 9.b. of this endorsement shall ap- ply. 10. Broadened Contractual Liability - Work wtt�in 50' of Railroad Property It is hereby agreed that Paragraph f.(1) of Definition 12. "Insured contract" (SE� TION V- DEFINITIONS) is deleted. 11. Property Damage to Borrowed Equi� ment b. a. The following is hereby added to Ex- clusion j. Damage to Property of Paragraph 2., Exclusions of SEC- TION I - COVERAGES, COVERAGE A. BODILY INJURY AND PROP- ERTY DAMAGE LIABILITY: Paragraphs (3) and (4) of this exclu- sion do not apply to tools or equip- ment loaned to you, provided they are not being used to pertorm opera- tions at the time of loss. With respect to the insurance pro- __vided_ by_ this section of the en- dorsement, the following additional provisior�s=apply;-- ----- _-- —:_-_ _ , -._. :: - --=- �'I)-=T-h+��mits�-�of -insurarre�=�shown .-_ in the Declarations are replaced by the limits designated in Sec- tion- B. Limits of Insurance, 11. --_ — of tMis-endorsement with respect to coverage provided by this --en�ement:` These limits are — incl�sive of and not in addition to the limits being replaced. The Limits of Insurance shown in Section B. Limits of Insurance, GA 233 02 07 � � 11. of this endorsement fix the most we will pay in any one "oo- currence" regardless of the number of: (a) Insureds; (b) Claims made or "suits" brought; or (c) Persons or organizations making claims or bring "suits". (2) Deductible Clause (a) Our obligation to pay dam- ages on your behalf applies only to the amount of dam- ages for each "occurrence" which are in excess of the Deductible amount stated in Section B. Limits of Insur- ance, 11. of this endorse- ment. The limits of insur- ance will not be reduced by the application of such De- ductible amount. (b) Condition 2. Duties in the Event of Occurrence, Of- fense, Claim or Suit, ap- plies to each claim or "suit" irrespective of the amount. (c) We may pay any part or all of the deductible amount to effect settlement of any claim or "suit" and, upon notification of the action taken, you shall promptly reimburse us for such part of the deductible amount as has been paid by us. 12. Employees as Insureds - Specified Health Care Services It is hereby agreed that Paragraph 2.a.(1)(d) of SECTION II - WHO IS AN INSURED, does not apply to your "em- ployees" who provide professional health care services on your behalf as duly li- censed: a. Nurses; b. Emergency Medical Technicians; or - - c. Paramedic��::= = _- _— _ -- = _ �e in-tfie -jurisdi��iorrirvl�ere-an�"occu�ence"- or offense to which this insurance applies takes place._ - ___ 13: Broadened Notice of Occurrence Paragrapffi�: -t�#: G ndition 2. Duties in the Event of _Occurrence, Offense, Claim or-Suit (SECTION IV - COMMER- CIAL GENERAL LIABILITY CONDI- Page 14 of 15 Includes copyrighted material of Insurance. Services Office, Inc., with its permission. - TIONS) is hereby deleted and replaced by the following: a. You must see to it that we are noti- fied as soon as practicable of an "occurrence" or an offense which may result in a claim. To the extent possible, notice should include: (1) How, when and where the "oo- currence" or offense took place; (2) The names and addresses of any injured persons and wit- nesses; and (3) The nature and location of any injury or damage arising out of the "occurrence" or offense. This requirement applies only when the "occurrence° or offense is known to an "authorized representative". Includes copyrighted material of Insurance GA 233 02 07 Services Office, Inc., with its permission. Page 15 of 15 � fLA.1\..1 1 W.JI • IL71.d\. I..rrl!'T'i(7/ 1L Tf�QS ENDORSEMENT CHANGES THE POLICY. PLEASE READ ITCAREFULLY. CONTRACTORS ADDITIONAL INSURED -AUTOMATIC STATUS AND AUTOII�ATIC WAIVER OF SUBROGATION WHEN REQUIRED IN WRITTEN CONTRACT, AGREEMENT, PER�IiIT OR AUTHORIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART A Additional Insured - Owners, Lessees Or Contractors - Automatic Status For Other Parties When Required h Written Contract Or Agreement With You 1. Section II- Who Is An Insured is amended to include as an additional in- sured any person or organization you have agreed 'n writing n a contract or agreement to add as an additional in- sured on this Coverage Part. Such per- son(s) or organization(s) is an additional insured only with respect bo liability far: a. "Bodily injury", "property damage" or "personal and advertising injury" causer/, n whole or n part, by the performance of your ongoing opera- tions by you or on your behalf, under that written contract or written agreement. Ongoing operations does not apply to "bodily injury" or "proper- ty damage" occurring after: (7) All work, including materials, parts or equipment furnished 'n connection witt� such work, on the project (other than service eluded 'n the "products-completed operations hazard", but only � (1) The Coverage Part to which this endorsement is attached pro- vides coverage for "bodily injury" or "property damage" included within the "products-completed operations hazard"; and (2) The written contract or written agreement requires you to pro- vide additional insured coverage included within the "products- completed operations hazard" for that person or organization. ff the written contract or written agreement requires you to provide additional insured coverage included within the "products-completed oper- ations hazard" for a specified length of time for that person or organiza- tion, the "bodily injury" or "property damage" must occur prior bo the ex- piration of that period of time n order for this insurance bo apply. maintenance or repairs) to be ff the written contract or written performed by or on behalf of the agreement requires you to provide additional insured(s) at the loca- additional insured coverage for a tion of the covered operations person or organization per only ISO has been completed; or additional insured endorsement form number CG 20 10, without specifying (2) That portion of "your work" out of an edition date, and without specifi- -' which the injury or damage aris= cally requiring additional insured __ _._ _ _._es,, has been put to its intended __,_ �._______coverage .included within the "prod- __ _ _ —_ _ _ ., : ,.. -�e�y--ar�y--person or organiza=: -�- _ ,__--ucts�pJ_��ed�perations hazard", -., . - --- - -;- — . . . n -another contrac---- = .__. _ --_ :. . �=� #his� ":= , - �.-- oes not apply to - - tor or subcontractor engaged o� that person or organization. ______ perForming operations for a prin- � cipal as a part of the same pro- 2• ff the written contract or written agree- -- - - --� ject; and = _°-- -__-= _-= -== ment described 'n Paragraph 1. above -___ __ -� - specifically requires you to provide addi- ----- b. "Bodily injury" or "property damage° �-- - � fional insured coverage to that person or -- caused, in who/e or � part, by "your - organization: work performed under that written . contract or written agreement and in ._ _ a. Arising out of your ongoing opera- _ tions or arising out of"your work"; or ---- -. - _—,. _ _ _. . - _ Includes copyrighted material of Insurance - GA472 0918 Services Office, _ Inc,: witt� its permission. Page 1 of 3 b� By way of an edition of an ISO addi- tional insured endorsement that in- cludes arising oert of your ongoing operations or arising out of "your work". , then the phrase caused, in whale or e� part, by n Paragraph A. i.a. and/or Para- graph A.1.b. above. whichever applies. is replaced by tfie phrase arising out of. 3. With respect to the insurance afforded to the additional insureds described 'n Para- graph A.i . the following additional exclu- sion applies: This insurance does not apply tio "bodily injury". "property damage" or "personal and advertising injury" arising out of the rendering of, or the failure to render, any professional architectural. engineering or suroeying services, including: a. The preparing, approving or failing to prepare or approve, maps, shop drawings, opinions. reports. surveys, field orders, change orders or draw- ings and specifications; or b. Supervisory, inspection, architectural or engineering activities. This exclusion applies even iF the claims against any insured allege negligence or other wrongdoing n the supervision, hir- ing, employment. training or monitoring of others by that insured, if the "occurrence" which caused the "bodily injury" or "prop- erty damage", or the offense which caused the "personal and advertising inju- r�l', involved the rendering of, or the fail- ure bo render. any professional architec- tural, engineering or surveying services. 4. This Paragraph A. does not apply tio addi- tional insureds described 'n Paragraph B. B. Additional insured - State Or Governmental Agency Or Subdivision Or Political Subdi- vision - Automatic Status When Required �n Written Permits Or Authorizations 2. With respect to the insurance afforded to the additional insureds described "n Para- graph B.i., the following additional exclu- sions apply: a. "Bodily injury", "property damage" or "personal and advertising injury" aris- ing out of operations performed • for the federal government, state or mu- nicipality; or This insurance does not apply tio: b. "Bodily injury" or "property damage" included within the "products- completed operations hazard." � The insurance afforded to additional insureds described 'n Paragraphs A. and B.: 1. Only applies to the extent permitted by kiw; and 3. Does not apply to any person, organiza- tion. state. governmental agency or sub- division or political subdivision specifically named as an additional insured for the same project n the schedule of an en- dorsement added to this Coverage Part. 2. Will not be broader than that which you are required by the written contract, writ- ten agreement. written permit or written authorization to provide for such addition- al insured; and D. With respect to the insurance afforded to the additional insureds described 'n Paragraphs A. and B_ the following is added to Secticn III - Limits Of Insurance: The most we will pay on behalf of the addi- tional insured is the amount of insurance: 1. Required by the written contract, written agreement. written permit or written au- thorization described "n Paragraphs A. and B.; or 2. Available under the applicable Limits of Insurance shown n the Declarations; whichever is less. L Section II- Who Is An Insured is amended to include as an additional in- This endorsement shall not increase the appli- sured any state -or governmental agency cable Limits of Insurance shown n the Decla- -- or subd�i�ion or olitical subdivision ou rations. - -==_=, --- _ --: . .- - -._ . :�P Y -- - -==- :.-._ � ;. , —__- - ; �iave ��r�ed�r�v�iting in a contract, = _� ���on _1V �ommerc�al--'General Liabil�ty - — -�-� -� � - agreem�-p�rmi� or aufhorization �fo add -- - - �- - _ ' " - - • -� -- as an additional insured on this Coverage _ � Conditions is �amended to add the following: - Part. Such state or governmental agency--- - Automatic Additional Insured Provision - __ _ _____ or subdivision or political subdivision is an - - °- -- - - _° _-= This -insurance a lies onl �f the "bodil ---_ additional insured only with respect to op= -_--- pp � Y� y inju- =- -_ --erations erformed b _ ' or_" ro e damage" occurs, or the "per- ___ - -- -_ --- p y you or on yo�r be-- -� -:- =- sona( and advertisin in u" offense is com- - ____ half for which the state or governmental _ 9 l rY agency or subdivision or political subdivi- --`-mitted: sion issued, n writing, a contract, agree- �, During the policy period; and ment. permit or authorization. _ - - GA472 0918 Includes copyrighted material of Insurance Services Office,_Inc.,:with its permission. Page 2 of 3 � � 2. Subsequent to your execution of the writ- ten contract or written agreement, or the issuance of a written permit or written au- thorization, described 'n Paragraphs A. and B. F. Except when G. below applies, the following is added to Section IV - Commercial General Liability Conditions, 5. Other Insurance, and supersedes any provision to the contrary: When Other Additional Insured Coverage Applies On An Excess Basis This insurance 's primary to other insurance available to the additional insured described 'n Paragraphs A. and B. except: 1. As otherwise provided 'n Section N- Commercial General Lfability Condi- tions, 5. Other Insurance, b. Excess In- surance; or As used 'n this endorsement, wrap-up insur- ance means any insurance provided by a con- solidated (wrap-up) insurance program. 2. For any other valid and collectible insur- ance available to the additional insured as an additional insured by attachment of an endorsement to another insurance policy that 's written rn an excess basis. h such case, this insurance 's also excess. � G. The following is added to Section IV - Com- mercial General Liability Conditions, 5. Other Insurance, and supersedes any provi- sion to the contrary: Primary Insurance When Required By Writ- ten Contract, Agreement, Permit Or Au- thorization Except when wrap-up insurance applies to the daim or "suiY' cn behalf of the additional in- sured, this insurance is primary to any other insurance available to the additional insured described 'n Paragraphs A. and B. provided that: 1. The additional insured � a Named Ir� sured under such other insurance; and 2. You have agreed 'n writing h a contract, agreement, permit or authorization de- scribed 'n Paragraph A. or B. that this in- surance would be primary to any other in- surance available to the additional in- sured: � � GA472 0918 Primary And Noncontributory Insurance When Required By Written Contract, Agreement, Permit Or Authorization Except when wrap-up insurance applies to the claim or "suit" m behalf of the additional in- sured, this insurance 's primary to and will not seek contribution from any other insurance available to the additional insured described 'n Paragraphs A. and B. provided that: 1. The additional insured is a Named Irr sured under sud� other insurance; and 2. You have agreed 'n writing h a contract, agreement, permit or authorization de- scribed 'n Paragraph A. or B. that this in- surance would be primary and would not seek contribution from any other insur- ance available to the additional insured. As used 'n this endorsement, wrap-up insur- ance means any insurance provided by a con- solidated (wrap-up) insurance program. Section N- Commercial General Liability Conditicns, 9. Transfer Of Rights Of Re- covery Against Others To Us is amended by the addition of the following: We waive any right of recovery w�e may have against any additional insured under this en- dorsement against whom you have agreed to waive such right of recovery h a written con- tract, written agreement, written perm �t or writ- ten authorization because of payments wie make for injury or damage arising out of your ongoing operations or "your work" done under a written contract, written agreement, written permit or written authorization. However, our rights may only be waived prior to the "occur- rence" giving rise to the injury or damage for which we make payment under this Coverage Part. The insured must do nothing after a loss to impair our rights. At our request, the insured will bring "suiY' or transfer those rights to us and help us enforce those rights. � Includes copyrighted material of Insurance Services Office, Inc., with its permission. � Page 3-of 3 -- --- — --=- _:.— THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED BY CONTRACT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM GARAGE COVERAGE FORM This endorsement changes the policy effective on the inception date of the policy unless another date is indi- cated below. Endorsement Effective: 07-31-2020 Named Insured: NORTH TEXAS CONTRACTING INC Countersigned by: Policy Number: EBA 044 87 12 With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. SECTION II - LIABILITY COVERAGE, A. Cover- age, I. Who is an Insured is amended to include as an insured any person or organization with which you have agreed in a valid written contract to provide insurance as is afforded by this policy. This provision is limited to the scope of the valid written contract. This provision does not apply unless the valid written contract has been executed prior to the "bodily injury" or "property damage°. AA 4171 11 05 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED INSURED This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM GARAGE COVERAGE FORM MOTOR CARRIER COVERAGE FORM TRUCKERS COVERAGE FORM With respect to ooverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by this endorsement. This endorsement identifies person(s) or organization(s) who are "insureds" under the Who is an Insured Pro- vision of the Coverage Form. This endorsement does not alter coverage provided in the Coverage Form. This endorsement changes the policy effective on the inception date of the policy unless another date is indi- cated below. Endorsement Effective Policy No. 07-31-2020 EBA 044 87 12 Named Insured NORTH TEXAS CONTRACTING INC Countersigned by (Authorized Representative) SCHEDULE Name of Person(s) or Organization(s): This endorsement is blanket for all persons or entities required by the Prime Agreement. Applies to all projects performed by North Texas Contracting, Inc. (If no entry appears above, information required to complete this endorsement will be shown in the Declara- tions as applicable to the endorsement.) Each person or organization shown in the Schedule is an "insured" for Liability Coverage, but only to the extent that person or organization qualifies as an "insured" under the Who is an Insured Provision contained in Sec- tion II of the Coverage Form::.- _- CA 20 48 02 99 _ Copyright, Insurance Senrices Office, Inc., 1998 - -- ...-- - ,._. _ _ .— _.__- THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BLANKET WAIVER OF SUBR�GATION - AUTO This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM This endorsement changes the policy effective on the inception date of the policy unless another date is indi- cated below. Endorsement Effective: 07-31-2020 Named Insured: Policy Number: EBA 044 87 12 NORTH TEXAS CONTRACTING INC Countersigned by: With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. 1. Blanket Waiver of Subrogation SECTION IV - BUSINESS AUTO CONDI- TIONS, A. Loss Conditions, 5. Transfer of Rights of Recovery Against Others to Us is amended by the addition of the following: We waive any right of recovery we may have against any person or organization because of payments we make for "bodily injur�l' or "prop- erty damage" arising out of the operation of a covered "auto" when you have assumed liabil- ity for such "bodily injury" or "property damage" under an "insured contract", provided the "bod- ily injury" or "properry damage" occurs subse- quent to the execution of the "insured con- tracY'. AA 4172 09 09 , _ M THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT�CAREFULLY. PRIMARY AND NONCONTRIBUTORY INSURANCE This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM This endorsement changes the policy effective on the inception date of the policy unless another date is indi- cated below. Endorsement Effective: Policy Number: 07-31-2020 EBA 044 87 12 Named Insured: NORTH TEXAS CONTRACTING INC Countersigned by: (Authorized Representative) With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. 1. Noncontributory Insurance SECTION IV - BUSINESS AUTO CONDI- TIONS, B. General Conditions, 5. Other In- surance is replaced by the following: c. Regardless of the provisions of Para- graph a. above, this Coverage Form's Li- ability Coverage is primary and we will not seek contribution from any other in- surance for any liability assumed under an "insured contract" that requires liability to be assumed on a primary noncon- tributory basis. AA 41Z4 11-05 __ _ __Policy. Number: EPP0448712 _ __. THIS ENDORSEMENT CF;ANGES THE POLICY. PLEASE READ IT CAREFULLY. AUTOIVIATIC �JOI�-CO�TRIBUTORY C4VERAGE ENDORSEMENT - WHERE REQUIRED BY WRITTEN CONTRACT This endorsement modifies insuranoe provided under the following: COMMERCIAL UMBRELLA LIABILITY COVERAGE PART SCHEDULE LIMITS OF INSURANCE: $ 5,000,000 Each Occurrence Limit $ 5,000,000 Aggregate Limit COMMERCIAL UMBRELLA LIABILITY COVERAGE FORM, US 107 and US 101 UM, is amended as follows: A SECTION III - LIMITS OF INSURANCE is amended to add the following: 7. For the purposes of this endorsement on- ly, the Limits of Insuranoe stated in the Schedule of this endorsement and de- scribed below will apply on a"non- contributory basis" within the parameters set forth in SECTION III - LIMITS OF IN- SURANCE of the Coverage Part to which this endorsement is attached: We will not pay more on behalf of a"non- contributory additional insured" than the lesser of: a. The Limits of Insuranoe stabed in the Schedule of this endorsement; or b. The limits of insurance required in a written contrad on a "non- contributory basis" for such "non- contributory additional insured", but only to the extent the required limits of insuranoe are in exoess of the "underlying insuranoe' ; or c. The Limits of Insurance available af- ter the payment of "ultimate net loss" on any insured's behalf from any claim or "suit". � � — � - _,, . - - -- -- -��_ This provision is induded_within�nd does �� - -� - - - - -_ _ _ , � _. - - � - not ad to increa�#he-L=irni#s=ofi�r�st�rance � It is agreed that this oondition does not apply to the "non�ontributory additional insured's" own insurance program. This exoeption to the Other Insuranoe Condition shall only apply if the applicable "underlying insurance" applies on a "non- contributory basis" for such "non- contributory additional insured" and only to the extent of the specific limits of insur- anoe requiried in a written contract or agreement on a "non�ontributory basis" that is in exoess of the "underlying insur- anoe". The following condition is added: 15. As a preoedent to the receipt of in- surance coverage hereunder, the "non�ontributory additional insured" must give written notioe of such daim or "suit", induding a demand for de- fense and indemnity, to any other in- surer who had ooverage for the daim or "suiY' under its poliaes. Such no- tioe must demand the full coverage available and the "non-contributory additional insured" shall not waive or limit such other available coverage. � This condition does not apply to the "non�ontributory additi��]a17n�reri's" - — own insurance�rograrr� __ __ __ - stated in the Declarations. C. SECTION IV - DEFINITIONS is amended to B. SECTION IV - CONDITIONS- is amended as add the following: ---- ------ - follows: _ -. - - ---- -. __. _. 30. "Non-contributory --acldition�i �'-insured" 1. Condition 9: Other-Insaranc�is-amended means ao�r_p�rson or_omariizati�on-�_ ___ to add the follawing: _-_ a. Qualifying as an-additional insured under SECTION II - WHO IS AN IN- SURED, Paragr.ap.h .3...of the Cover- InGudes copyrighted material of ISO US 409617 16 - Properties, Inc., with its permission. . - Page 1 of 2 � age Part to which this endorsement is attached; and b. Being granted additional insured sta- tus on a"non�ontributory basis" in the "underlying insuranoe" as re- quired in a written wntract between an additional insured and a Named Insured provided: (1) The written contract or agree- ment is executed before the "oo- currenoe" resulting in "bodily in- juy', "personal and advertising injury" or "property damage" for which caverage is being sought under this endorsement; and (2) The written contract or agree- ment requires a speafic limit of insurance on a "non-contributory basis" that is in excess of "un- derlying insuranoe". 31. "Non-contributory basis" means that the limits of insuranoe of the Coverage Part to which this endorsement is attached apply to insured loss on behalf of the "non- contributory additional insured" prior to limits of insurance from other insuranoe in which the "non�ontributory additional in- sured" is a r�amed insured. US 409611 16 InGudes copyrighted material of ISO Properties, Inc., with its permission. � � Page-2 of 2 Administretive Offices PCM 60 01 (Ed. 08 15) CiREA'F�ERjC� 301 E.4HSfreet Polic Number: PCME235470 03 Cinc(nnatf, ohio a5202 y INSk1RANCE CROUP Tel: 1-513368-5000 GREAT AMERICAN E& S INSURANCE COMPANY PROFESSIONAL AND CONTRACTING SERVICES ENVIRONMENTAL LIABILITY INSURANCE POLICY THIS POLICY CONTAINS SOME CLAIMS MADE AND REPORTED COVERAGES. READ IT CAREFULLY. SOME OF THE COVERAGES CONTAINED WITHIN THIS POLICY REQUIRE THAT A CLAIM BE MADE AGAINST THE INSURED DURING THE POLICY PERIOD AND REPORTED TO THE COMPANY DURING THE POLICY PERIOD OR, IF APPLICABLE, THE EXTENDED REPORTING PERIOD. SOME OF THE PROVISIONS CONTAINED IN THIS POLICY RESTRICT COVERAGE, SPECIFY WHAT IS AND IS NOT COVERED AND DESIGNATE RIGHTS AND DUTIES. LEGAL EXPENSE IS SUBJECT TO AND WILL ERODE THE LIMIT OF LIABILITY AND ANY APPLICABLE SELF-INSURED RETENTION. In this Policy, "the Company" refers to the company providing this insurance. Some other words and phrases that appear in capital letters have special meaning. Refer to Section II - DEFINITIONS. In consideration of the payment of the Policy Premium and in reliance upon the statements contained in the Application and any other supplemental materials and information submitted in connection with the Application, and subject to all the terms, conditions, exclusions and limitations of this Policy, the Company agrees to provide insurance coverage to the INSURED as described herein: SECTION I. INSURING AGREEMENTS EACH OF THE FOLLOWING COVERAGES IS IN EFFECT ONLY IF LIMITS OF LIABILITY ARE INDICATED FOR SUCH COVERAGE IN THE DECLARATIONS. EACH COVERAGE THAT IS IN EFFECT IS SUBJECT TO SECTION VI. LIMIT OF LIABILITY AND SELF-INSURED RETENTION. A. COVERAGE A- PROFESSIONAL LIABILITY The Company will pay on behalf of the INSURED for LOSS and related LEGAL EXPENSE because of an actual or alleged act, error or omission in PROFESSIONAL SERVICES, which the INSURED becomes legally obligated to pay as a result of a CLAIM first made against the INSURED during the POLICY PERIOD, but only if the INSURED reports the CLAIM to the Company, in writing, during the POLICY PERIOD or, if applicable, the EXTENDED REPORTING PERIOD. B. COVERAGE B- OCCURRENCE CONTRACTING SERVICES POLLUTION LIABILITY The Company will pay on behalf of the INSURED for LOSS, CLEAN-UP COSTS, and related LEGAL EXPENSE because of a POLLUTION CONDITION at, or migrating from, a JOB SITE that arises from CONTRACTING SERVICES or COMPLETED OPERATIONS: -- 1. which the INSURED becomes legally obligated to`pay as a result of a CLAIM becau�e of BODILY INJURY, �_ _,.-_ PROPERTY DAMAGE=or.,_EIVyJRO.NMENTAL_DAMAGE that occurs during the PO.LICY_=PEf�IOD;_or __�. _�.�._ _�, :... ._.; _ _ — .-,_ : - - — - _ `_ 2. if, during the POLICY �1QU. '- _ - ._ _ _ = -- -_ , - - __ -- _ (a) the POL-LUTiON-CONDITION first begins; - (b) the INSURED fi�st discovers the POLLUTION CONDITION; and (c) the INSURED first reports the POLLUTION CONDITION to the Company, in writing. (Page 1 of 21) � PCM 60 01 (Ed. 08 15) C. COVERAGE C- POLLUTION LEGAL LIABILITY ARISING FROM AN OWNED LOCATION The Company will pay on behalf of the INSURED for LOSS, CLEAN-UP COSTS, and related LEGAL EXPENSE because of a POLLUTION CONDITION migrating from a COVERED LOCATION: 1. which the INSURED becomes legally obligated to pay as a result of a CLAIM first made against the INSURED during the POLICY PERIOD; or 2. if, during the POLICY PERIOD, the INSURED first discovers the POLLUTION CONDITION, but only if: (i) the INSURED notifies the Company of the CLAIM or POLLUTION CONDITION, in writing, during the POLICY PERIOD or, if applicable, the EXTENDED REPORTING PERIOD; and (ii) the POLLUTION CONDITION originates at a COVERED LOCATION and subsequently migrates from that location; and (iii) the POLLUTION CONDITION first begins and ends within a period of seven (7) consecutive days. D. COVERAGE D- OCCURRENCE NON-OWNED DISPOSAL SITE The Company will pay on behalf of the INSURED for LOSS, CLEAN-UP COSTS, and related LEGAL EXPENSE because of a POLLUTION CONDITION on, at, under, or migrating from a NON-OWNED DISPOSAL SITE, which the INSURED becomes legally obligated to pay as a result of a CLAIM because of BODILY INJURY, PROPERTY DAMAGE or ENVIRONMENTAL DAMAGE that occurs during the POLICY PERIOD. E. COV�RAGE E- OCCURRENCE IN-BOUND AND OUT�BOUND CONTINGENT TRANSPORTATION COVERAGE The Company will pay on behalf of the INSURED for LOSS, CLEAN-UP COSTS, and related LEGAL EXPENSE because of a POLLUTION CONDITION arising from the INSURED's goods, products, or waste, during the course of transportation by a CARRIER to or from: 1. a JOB SITE; or 2. a COVERED LOCATION, including any loading or unloading of such goods, products, or waste, which the INSURED becomes legally obligated to pay as a result of a CLAIM because of BODILY INJURY, PROPERTY DAMAGE, or ENVIRONMENTAL DAMAGE that occurs during the POLICY PERIOD. F. COVERAGE F- MITIGATION COSTS COVERAGE The Company will pay the INSURED's MITIGATION COSTS because of an actual act, error or omission in PROFESSIONAL SERVICES, but only if: 1. the PRpFESSIflNAL-�E _R_VICES�v�re�en�iered subsequent to the� applicable�tetroaetive Da�=but prior�to #he end_o#the_P.�L1�Y_,.P_ER100,:�= `_ . �` _ ` - � - - 2. during the POLICY PERIOD and prior to incurring any MITIGATION COSTS, the INSURED provides the Company wifh: ` = - - ---- - --- - -- _.___ (a)_�itt�n�ti�e,_of such act, error or omission in PROFESSION_�SFR�LICE$; and (b) a_ proposed written plan for correcting such act, error or.=omission, along with documentation supporting the reasonableness and necessity of such proposed plan; (Page 2 of 21) � � � PCM 60 01 (Ed. 08 15) 3. all MITIGATION COSTS are approved by the Company, in writing, prior to being incurred by the INSURED; and 4. the MITIGATION COSTS are not covered under any other Coverage afforded under this Policy. SECTION II. DEFINITIONS A. ADDITIONAL NAMED INSURED means any person, organization, or entity identified as an ADDITIONAL NAMED INSURED in an endorsement issued by the Company. B. AUTOMOBILE means a land motor vehicle, trailer, semi-trailer, mobile equipment, or off-road motor vehicle, including any machinery or apparatus attached thereto. C. BODILY INJURY means: physical injury, sickness, disease, or building-related illness sustained by any person, including death resulting therefrom and, solely with regard to this Item C.1., any accompanying medical or environmental monitoring; 2. court-ordered medical monitoring; or 3. mental anguish, emotional distress, or shock, caused by a POLLUTION CONDITION. D. CARRIER means a person or entity, other than an INSURED or any subsidiary or affiliate company of an INSURED, engaged by or on behalf of the INSURED to transport material by AUTOMOBILE, aircraft, watercraft, or rolling stock, but only if such person or entity is properly licensed to transport such material and in the business of transporting such material. E. CLAIM means a demand, notice, or assertion of a legal right alleging liability or responsibility on the part of the INSURED because of: (i) a POLLUTION CONDITION; or (ii) an actual or alleged act, error or omission in PROFESSIONAL SERVICES, including but not be limited to lawsuits, orders, petitions or governmental or regulatory actions filed against the INSURED. F. CLEAN-UP COSTS mean the reasonable and necessary expenses incurred to investigate, remove, dispose of, abate, contain, treat, or neutralize a POLLUTION CONDITION, including any associated monitoring and testing costs: 1. to the extent required by federal, state, local or provincial laws, including but not limited to statutes, rules, ordinances, guidance documents, regulations and all amendments thereto, including state voluntary cleanup or risk based corrective action guidance, governing the liability or responsibilities of the INSURED; or 2. in the absence of items in 1. above, to the extent recommended by an ENVIRONMENTAL PROFESSIONAL. CLEAN-UP COSTS include: (a) REPLACEMENT COSTS; - - - _ - ._ __ _ (b)=EM ERGENCY. .RES F�N�D�S.� (c) _ any associated punitive, exemplary, or multiplied damages where insurable by law; and °°- (d)-civil-fin�s; penalties and assessments, but only to the extent the��(i)-arise solely from the investigation, -_- . __ _. t�mQval,�clisp_o_5�1 of, abatement, containment, treatment or_n�utr�lizatiQtLof, a, POLLUTION CONDITION; (ii) _. are imposed by a government entity acting under authority of applicable federal, state, local or provincial laws; and (iii) a�e insurable by law. - --- -� (Page 3 of 21) PCM 60 01 (Ed. 08 15) G. COMPLETED OPERATIONS mean CONTRACTING SERVICES that are completed. COMPLETED OPERATIONS do not include any CONTRACTING SERVICES that have not been completed or have otherwise been abandoned. CONTRACTING SERVICES will be considered completed at the earliest of the following times: 1. when all CONTRACTING SERVICES to be performed under the contract have been completed; or 2, when all CONTRACTING SERVICES to be performed at the JOB SITE have been completed; or 3. when that portion of the CONTRACTING SERVICES has been put to its intended use by any person or entity other than another contractor or subcontractor working on the same project. CONTRACTING SERVICES that may require further maintenance, service, correction, repair or replacement, but are otherwise complete, shall be deemed completed. H. CONTRACTING SERVICES mean any contracting services stated in the Declarations, or scheduled as such onto this Policy by an endorsement issued by the Company, performed by or on behalf of the INSURED at a JOB SITE. COVERED LOCATION means any location stated in the Declarations or any location scheduled as such onto this Policy by an endorsement issued by the Company. COVERED LOCATION does not include a JOB SITE. J. EMERGENCY RESPONSE COSTS mean costs, charges or expenses incurred by the INSURED on an emergency basis, where delay on the part of the INSURED would cause injury to persons, damage to property, or increase significantly the cost of responding to a POLLUTION CONDITION. The INSURED shall notify the Company of all such expenses immediately after the emergency ends. K. ENVIRONMENTAL DAMAGE means physical injury to the atmosphere, structures, soil, surFace water or groundwater arising from a POLLUTION CONDITION and resulting in CLEAN-UP COSTS. ENVIRONMENTAL DAMAGE does not include PROPERTY DAMAGE. L. ENVIRONMENTAL PROFESSIONAL means an individual designated by the Company who is duly certified or licensed in a recognized field of environmental science as required by a state board, a professional association, or both. The Company shall consult with the FIRST NAMED INSURED in conjunction with the selection of the ENVIRONMENTAL PROFESSIONAL. The Company may require that such professional meet certain minimum qualifications and maintain errors and omissions insurance. M. EXTENDED REPORTING PERIOD means the Automatic Extended Reporting Period or, if applicable, the Optional Extended Reporting Period described in Section V. of this Policy. N. FIRST NAMED INSURED means the person or entity stated in Item 1. of the Declarations. O. GREEN BUILDING MATERIALS mean any building products or construction materials that are recognized by The Leadership in Energy and Environmental Design (LEED@) or Energy Star as: (i) being environmentally preferable or sustainable; or (ii) providing enhanced energy efficiency. P. INSURED means: 1. the FIRST NAMED INSURED; --- -2 an�r�►DQ1T�JOIVAL-N/���������ED; and _3. any present or former director, officer, partner, member, employee, leased or temporary worker of the FIRST NAMED INSURED or any ADDITIONAL NAMED INSURED, while acting within the scope of his/her duties as _ --= such;=and� - --- --= -_- - 4. any organization or entity, in existence at any time prior to the POLICY PERIOD, in which the FIRST NAMED INSURED has: (i) an ownership interest of fifty percenf _(50%)= or more; or (ii) control over the management thereof; and (Page 4 of 21) � � � � � � � PCM 60 01 (Ed. 08 15) 5. any joint venture in which the FIRST NAMED INSURED or any ADDITIONAL NAMED INSURED is named as a co- venturer, but solely to the extent such FIRST NAMED INSURED or ADDITIONAL NAMED INSURED is liable because of its performance CONTRACTING SERVICES provided under such joint venture; and 6. solely with regard to Coverage B under this Policy and only when required by written contract, INSURED also includes: A. the client for whom the INSURED pertorms CONTRACTING SERVICES provided that such contract was signed by the INSURED and such client prior to the date the POLLUTION CONDITION first commenced. However, the client is included as an INSURED under this Policy solely to the extent that the client is found liable based upon CONTRACTING SERVICES negligently perFormed by an INSURED other than the client. No coverage will be provided for such entity's own negligence or strict liability; and B. any entity unrelated to the FIRST NAMED INSURED or any ADDITIONAL NAMED INSURED, provided that such contract was signed by the INSURED and the client for whom the INSURED perForms CONTRACTING SERVICES prior to the date the POLLUTION CONDITION first commenced. However, such entity is included as an INSURED under this Policy solely to the extent that it is found liable based upon CONTRACTING SERVICES negligently performed by an INSURED other than such entity. No coverage will be provided for such entity's own negligence or strict liability. Coverage for such client or entity under this Policy shall not exceed the lesser of the following amounts: (i) the Limit of Liability required under such written contract; or (ii) the applicable Coverage B Limit of Liability of this Policy. Notwithstanding Section IX. CONDITIONS, Item N. OTHER INSURANCE, and only wfien required by such written contract, the coverage afforded under this Policy for any person or entity who is an INSURED solely by reason of subparagraph 6. of the Definition of INSURED will apply as primary as to any other valid and collectible insurance available to such INSURED. Q. JOB SITE means a location at which CONTRACTING SERVICES are performed. JOB SITE also includes real property rented or leased by the INSURED during the course of performing CONTRACTING SERVICES, but only if such real property is utilized in direct support of such CONTRACTING SERVICES. However, JOB SITE does not include any: 1. COVERED LOCATION; or 2. other location that is managed, operated, owned, or leased by an INSURED or any subsidiary or affiliate of an INSURED, except for any such location that is managed, operated, owned, or leased solely by any person or organization that is an INSURED only by reason of subparagraph 6. of the definition of INSURED. R. LEGAL EXPENSE means attorneys' fees and other charges and expenses incurred in the investigation, adjustment, defense, or settlement of any CLAIM for LOSS or CLEAN-UP COSTS, or in connection with the payment of any __ CLEAN-UP COSTS. LEGAL EXPENSE includes the fees and expenses of consultants, expert witnesses, _: accountants, court reporters, and other vendors, for goods or services in connection with such investigation, _; =�_�. ��s �nent,_e ens��or sett_ement, whether incurred:by the II��I�R�D;,defense�cc�unse�,_n[_the Company. __ ° -_ _ : -__ _-- _-- .:-_ --- _ �. _. — _ —__- : - .—= � �LEGAL EXPENSE afso includes costs of appeal bond � � �� � - � �-�- � s, and pre-judgment and post judgment interest. - LEGAL EXPENSE does not include salary charges of regular employees or officials of the Company, fees and ===expenses of supervisory counsel retained by°the Company;=or the time and expense incurred by the INSURED=in =°_= . assisfing, in the investigation or resolutio� of�_ CLAII�o� i_o�onnection with CLEAN-UP COSTS, including but_.n9t__ _::-, limifed to the costs of the INSURED's in-house counsel. - (Page 5 of 21) PCM 60 01 (Ed. 08 15) S. LOSS means: 1. solely with regard to Coverage A, a monetary judgment, award, or settlement of: (a) compensatory damages; or (b) punitive, exemplary or multiplied damages, civil fines, penalties and assessments, where insurable by law; 2. with regard to any coverage(s) other than Coverage A, a monetary judgment, award, or settlement of: (a) compensatory damages; or (b) punitive, exemplary or multiplied damages, civil fines, penalties and assessments, where insurable by law, because of BODILY INJURY or PROPERTY DAMAGE. However, LOSS does not include any: (i) return, refund, or disgorgement of any INSURED's fee or other sum, whether or not the INSURED received it for PROFESSIONAL SERVICES, expenses, or otherwise; (ii) cost of complying with any injunctive or other equitable relief; or (iii) liquidated damages, whether such liquidated damages are pursuant to contract or otherwise. T. MEDIATION means the process by which a neutral third party evaluates a CLAIM and provides non-binding recommendations in an effort to facilitate a resolution of such CLAIM. U. MITIGATION COSTS mean the reasonable costs and expenses that are necessary to: 1. preventfurther harm, injury or damage to persons ortangible property; or 2. reduce the INSURED's liability to any person or organization that is not an INSURED, but only if the INSURED expects to incur such liability as a direct result of an act, error or omission in the PROFESSIONAL SERVICES. However, MITIGATION COSTS do not include: (i) any of the INSURED's overhead, mark-up, profit or labor costs; (ii) any consequential damages or costs, including but not limited to delay damages, cost over-runs, lost profits, liquidated damages, or loss of use; or (iii) any work that is a betterment or exceeds the scope of the original project. V. MOLD MATTER means mold, mildew, or any type or form of fungus, including any mycotoxins, spores, or byproducts produced or released by fungi. W. NON-OWNED DISPOSAL SITE ("NODS") means a location used for the trea.tment, storage, or disposal of waste,_but only if: - - - -- - -- :- - - -- - — --. _;1.. -th���tP �G,�Pr,Prated b CO.NTRAC_T1�V.G SF�V�.CE�_or_at a��RED��ATION; and___ * �-- - -- � Y =. : -. -._,= _ _ : __ - . . _ -- _- 2. the NODS is not managed, operated,_ owned; or leased by the INSURED or any subsidiary or affiliate ofthe INSURED; and �-- - - --- � __ ___ .,_ 3. the NODS is permitted ansi/or licens�cLl2��n_y�ede.r.al, state, local or provincial authoriti�s to acs;epf �u�tL_ __ material as of the date of the treatment, storage, or disposal; and -� 4. the NODS is not listed on a proposed or final Federal National Priorities List ("NPL") and any State or Provincial equivalent NPL, Superfund; or Hazardous Waste list prior to the treatment, storage, or disposal." (Page 6 of 21) -�=��_ -_ _-- - —�- . - . �:�� = - - _ __ --- _ _ PCM 60 01 (Ed. 08 15) X. POLICY PERIOD means the period stated in Item 2. of the Declarations. However, if this Policy is cancelled by either the FIRST NAMED INSURED or the Company, the policy period ends at the effective date and time of the cancellation. Y. POLLUTANTS mean any solid, liquid, gaseous or thermal pollutant, irritant or contaminant, including but not limited to smoke, vapors, odors, soot, fumes, acids, alkalis, toxic chemicals, hazardous substances, petroleum hydrocarbons, waste, including medical, infectious, red bag, and pathological wastes, legionella, electromagnetic fields, MOLD MATTER and low-level radioactive waste and material. Z. POLLUTION CONDITION means: 1. the discharge, dispersal, release, seepage, migration, or escape of POLLUTANTS into or upon land or structures thereupon, the atmosphere, or any watercourse or body of water including groundwater; 2. the illicit abandonment of contained or uncontained POLLUTANTS at a JOB SITE or COVERED LOCATION, but only if such abandonment was committed by a person(s} or entity(ies) other than an INSURED and without the knowledge of any RESPONSIBLE PERSON; 3. the existence of MOLD MATTER, on, at, or within a building or structure; 4. the discharge, dispersal, release, or escape of inethamphetamines or other chemicals associated with methamphetamine laboratories within a building or structure; and 5. solely with regard to Coverage E, the illicit abandonment of any waste beyond the legal boundaries of a COVERED LOCATION by a CARRIER, but only if such abandonment was committed by a CARRIER that is not an INSURED and without the knowledge of any RESPONSIBLE PER50N. AA. PROFESSIONAL SERVICES mean: 1. solely with regard to Coverage A, any professional services stated in the Declarations, or scheduled as such onto this Policy by endorsement issued by the Company, performed by or on behalf of the INSURED; and 2. solely with regard to Coverage F, design, design assist, engineering, or value engineering performed by the INSURED. BB. PROPERTY DAMAGE means: 1. physical injury to, or destruction of, the real property or tangible personal property of any: (a) person or organization that is not an INSURED; or (b) any person or organization that is an INSURED only by reason of subparagraph 6. of the definition of INSURED, including the resulting loss of use of such property; or 2. loss of use of such property that has not been physically injured or destroyed; 3. diminution in the value of such property; or__ -- �- 4�aturai°�esource damage which _means tM� physical_�i�ry_ to �ir des#rt�ction of, as well as the,,assessment_�f-such_-_ -= — . , -- - _ - -- — - _ . �n,��T� nr-�Pstruction, mcluding _t�eV_r.esul�ng _Joss._ofi �alue-_-��an�wildlife, biota,-air, vxater;�roLnda�vafer;_ - _- g water supplies, and other such �esources belonging to, managed by, held in trust by, appertaining to, or - otherwise controlled by the United States_(including the resources of the fishery conservation zone established by the Magnuson-Stevens Fishery Conseivafion and Management Act(16 U.S.C. 1801 et. seq.)), any State, Local or Provincial government, anyforeign=govern�nent, any Native American tribe, or, if such re�ources=are-��bjeet to a __-. -., trust restriction or alienation, any�iiember�f=alVa#ive American tribe. _�__ -___ ___ caused by a POLLUTION CONDITION. Howe�er, PROPERTY DAMAGE does not include CLEAN-UP-�COSTS or ENVIRONMENTAL DAMAGE. (Page 7 of 21) � � PCM 60 01 (Ed. 08 15) CC.REPLACEMENT COSTS mean reasonable and necessary costs incurred by the INSURED, with the Company's written consent, to repair, restore or replace damaged real property or tangible personal property in order to restore the property to the condition it was in prior to it being damaged, but only if the damage to such real property or tangible personal property occurred in the course of incurring CLEAN-UP COSTS. REPLACEMENT COSTS includes the use of GREEN BUILDING MATERIALS. REPLACEMENT COSTS shall not exceed the actual cash value of such real property or tangible personal property prior to incurring the CLEAN-UP COSTS, plus the increased costs, if any, for GREEN BUILDING MATERIALS. For the purposes of this definition, actual cash value means replacement cost reduced by physical depreciation and obsolescence. DD.RESPONSIBLE PERSON means: 1. any officer, director, or partner of the INSURED; 2. the manager, foreman, or supervisor of the INSURED responsible for environmental or health and safety affairs, control or compliance; or 3. any manager of a COVERED LOCATION. EE.UNDERGROUND STORAGE TANK means any container or vessel, including the associated piping connected thereto, which is ten percent (10%) or more beneath the surface of the ground. UNDERGROUND STORAGE TANK does not include any oil/water separators, storm-water collection systems, or any tank contained in a subterranean room of a COVERED LOCATION. SECTION III. TERRITORY This Policy applies only to a CLAIM first made or brought in, or a POLLUTION CONDITION located within, the United States, its territories or possessions, Puerto Rico or Canada, but only if the INSURED's responsibility to pay for LOSS is determined in: A. a proceeding on the merits conducted in the United States, its territories or possessions, Puerto Rico or Canada; or B. a settlement agreed to by the Company. SECTION IV. EXCLUSIONS This Insurance does not apply to any LOSS, CLEAN-UP COSTS, MITIGATION COSTS, LEGAL EXPENSE or other coverage afforded under this Policy that is: 1. Asbestos based upon or arising out of the existence of, required removal of, or abatement of, asbestos in any form, including, but not limited to, products containing_asbestos, asbestos �bers,_asbestos dust, and asbestos containing materials. This exclusion does not apply to: — _ ,, _ _ _ _ ,_ -- - — - - _- . :..- — (�overages A and F,--- _— --_. � � -- -- --- _ — , (b) Coverage B; or -- - (c) asbestos in any#orm; --- — -- (i) with respect to Coverages _C and D, in soil or in any watercourse or body of wafer including groundwater; or— _ __ __. _ — -. (ii) with respect to Coverage- E, where the exposure occurs during the course of transportation as a result of a POLLUTION GOl�IDkT�I�hat first commenced during the POLICY PEfZIOD.�--.--._ : (Page 8 of 21) � � PCM 60 01 (Ed. 08 15) 2. Communicable Diseases based upon or arising out of any exposure to infected humans or animals, or contact with bodily fluids of infected humans or animals. 3. Contractual Liability based upon or arising from the INSURED's assumption, under any contract or agreement, of the liability of another. This exclusion does not apply to: (a) liability the INSURED would have had in the absence of the contract or agreement; or (b) solely with regard to Coverage B, to liability for LOSS or CLEAN-UP COSTS assumed in a written contract that was signed by the INSURED and the INSURED's client prior to the date the POLLUTION CONDITION first commenced, but only if such liability arises directly from a POLLUTION CONDITION arising from CONTRACTING SERVICES or COMPLETED OPERATIONS and does not arise from the sole negligence of the client. 4. Criminal Fines, Penalties and Assessments based upon or arising out of any criminal fine, criminal penalty, or criminal assessment. 5. Discrimination based upon or arising out of discrimination by any INSURED on the basis of age, creed, disability, marital status, national origin, race, sex, sexual orientation, or any other unlawful or illegal basis. This exclusion does not apply to a CLAIM under Co�erage A alleging that the INSURED's provision of, or failure to provide, PROFESSIONAL SERVICES resulted in the failure to make a reasonable accommodation under the Americans With Disabilities Act, or amendments thereto. 6. Employer's Liability/Workers' Compensation based upon or arising out of: (a) BODILY INJURY to any INSURED, or any employee of its parent, subsidiary or affiliate: (i) arising out of and incurred in the course of employment by such INSURED or its parent or subsidiary or affiliate; or (ii) who is performing duties related to the conduct of the INSURED's business; or (b) BODILY INJURY or pecuniary loss to the spouse, child, parent, brother or sister of such INSURED or employee of its parent, subsidiary or affiliate, as a consequenoe of Item (a) above. This exGusion applies whether an INSURED may be liable as an employer or in any other capacity, and to any obligation to share damages with or repay another who must pay damages as a result of the BODILY INJURY or pecuniary loss. However, this exclusion does not apply to liability for LOSS assumed by the INSURED in a written contract that was signed by the INSURED and the INSURED's client prior to the date the POLLUTION CONDITION first commenced, provided that the LOSS is only due to a POLLUTION CONDITION arising from CONTRACTING SERVICES and does not arise from the sole negligence of the client. 7. Faulty Workmanship/Own Work based upon or arising out;of_the costs to repair or replace faulty workmanship, construction, fabrication, installation,;. assembly or remediation, if such faulty workmanship, construction, fabrication, installation, assembly or remediation - _ was pertormed, in whole or _in part,_by an_ INSI�RE-D oran entity for whom an IN_SURED_is legall_y_-res_ _�_o_nsit�:_TMi�-� =-° ._ - -, _ . - -- _ :_exclusion does -not apply to,_= _,�.,.�. _ _ _ - — -- - ` - = — -- � (a) LOSS under Coverage A which arises from an actual or alleged act, error or omission in PROFESSIONAL SERVICES; or (b) CLEA�I-UP C9�ST�sind�r_Coverage B. 8. Hostile Acts � based upon or arising out of any consequence, of foreign enemy, hostilities, civil war, rebellion, against any one-or mo���tf�sse.- : whether direct or indirect, of declared or undeclared war, invasion, act revolution, insurrection, or military or usurped power, or in defending (Page 9 of 21) , PCM 60 01 (Ed. 08 15) 9. Insured vs. Insured based upon or arising out of any CLAIM by one INSURED against any other INSURED. This exclusion does not apply to a CLAIM: (a) made by a person or organization that is an INSURED only by reason of subparagraph 6. of the Definition of INSURED; or (b) that arises out of an indemnification given by one INSURED to another INSURED as specified in a contract that was submitted to and approved by the Company and added to this Policy by endorsement. 10. Insured's Property based upon or arising out of damage to: (a) real or personal property owned by, leased by, operated by, or loaned to an INSURED; or (b) personal property in the care, custody, or control of an INSURED, even if such damage is incurred to avoid or mitigate LOSS or CLEAN-UP COSTS which may be covered under this Policy. This exclusion does not apply to: (i) REPLACEMENT COSTS; (ii) damage to property owned, leased or operated by, or in the care, custody or control of, a person or organization that is an INSURED only by reason of subparagraph 6. of the Definition of INSURED; or (iii) damage to real property rented or leased by the INSURED during the course of performing CONTRACTING SERVICES, but only if such real property is utilized in direct support of such CONTRACTING SERVICES. 11. Intentional Acts based upon or arising out of: (a) a POLLUTION CONDITION that results from any RESPONSIBLE PERSON's intentional disregard of, or deliberate, willful, or dishonest non-compliance with, any statute, regulation, ordinance, administrative complaint, notice letter, or instruction issued by or on behalf of any governmental agency or representative; or (b) any dishonest, criminal, fraudulent, intentional misrepresentation, knowingly wrongful conduct, or negligent misrepresentation, on the part of, or at the direction of, any INSURED, in the pertormance of, or failure to perform, PROFESSIONAL SERVICES. 12. Known Conditions based upon or arising out of any POLLUTION CONDITION, or out of any actual or alleged act, error or omission in PROFESSIONAL SERVICES, that was known by, or reported to, any RESPONSIBLE PERSON and not specifically reported, in writing, to the Company prior to: (a) the beginning of the POLICY PERIOD; or - :- -- - .- - -- - - _ ,,: _ _ ... (b) the e#e�tivexla#e af any�eqdorS�mmPnt ��c►�`ny the Company. adding_to this'Poauc��ny—� __ -� (i) COVERED LOCATION not scheduled onto this Policy as of the first day of the POLICY PERIOD; or (ii) °-COt�TRACTING SERVICES not covered by this Policy as�f=the� first=day°of the POLICY PERIOD; or (iii) PROFESSIONAL SERVICES not covered by this Policy as of the frst day of the POLICY PERIOD. (Page 10 of 21) PCM 60 01 (Ed. 08 15) Any such POLLUTION CONDITION, or actual or alleged act, error or omission in PROFESSIONAL SERVICES, specifically reported, in writing, to the Company, which is not otherwise excluded under this Policy by endorsement, is deemed to be first discovered on the date the COVERED LOCATION, CONTRACTING SERVICES or PROFESSIONAL SERVICES, as applicable, were added to this Policy. 13. Lead-Based Paint based upon or arising out of lead-based paint in, on, or applied to, any building or other structure. This exclusion does not apply to: (a) Coverages A, B, D, E or F; or (b) with respect to Coverage C, lead-based paint in soil or in any watercourse or body of water including groundwater. 14. Material Change in Use based upon or arising out of a change in the use of, or operations at, a COVERED LOCATION from the use or operations as of the date the COVERED LOCATION became insured by this Policy, if that change materially increases the likelihood or severity of a POLLUTION CONDITION or CLAIM. 15. Naturally Occurring Material(s) based upon or arising out of the existence, required removal, or abatement, of any naturally occurring material(s). This exclusion does not apply: (a) where such substances are present at, or migrate from, a JOB SITE due to CONTRACTING SERVICES; (b) where such substances are present at a COVERED LOCATION only because of human activities or processes; (c) to silt and sediment that migrate from a JOB SITE because of CONTRACTING SERVICES; (d) to MOLD MATTER; or (e) to LOSS and related LEGAL EXPENSE because of radon. 16. New Pollution Conditions at Divested Property based upon or arising out of a POLLUTION CONDITION on, at, under or migrating from a COVERED LOCATION, if the discharge, dispersal, release, seepage, migration or escape of those POLLUTANTS associated with such POLLUTION CONDITION first commenced after such COVERED LOCATION is sold, given away, or abandoned by the INSURED, or condemned. 17. Other Businesses based upon or arising out of any INSURED's status, duties, or involvement as an officer, director, partner, member, participant, stockholder, employer or employee of any business or organization that is not stated in the Declarations or otherwise designated as or added to this Policy as an INSURED. 18. Prior Claims based upon or arising out of any CLAIM reported under any insurance policy that was both: (i) in effect before the beginning of tfte_ POt-�GY PERID�;�r1���i��`issued by an entity other.;than the C�orn�any__ _---� _ ___ = �_. — -- - ---�,�......=_-�..�:_. ._ - - _ - - -- =_ _ _ ..—_----- =:-_ - 19. Products Liability� -- - __ _ --- _ - -_-- - - based upon or arising out of goods or products: (a} -designed,�manufactured, sold, handled, distributed,-altered=oT repa�red by the INSURED or by others trading _.�ansleJ�fi�JNSURED's name, including any container theiceof,-a_ri�failure_.to warn, or any reliance upon a.._ representation or warranty made at any time with respect thereto; or (b) fabricated or installed by the INSURED, unless a POLLUTION CONDITION arises from the fabrication or installation of such goods or products as part of CONTRACTING SERVICES. (Page 11 of 21) _ � � PCM 60 01 (Ed. 08 15) This exclusion does not apply to such goods or products while they remain within the legal boundaries of a COVERED LOCATION. 20. Properly Held for Others based upon or arising out of damage to personal property that is warehoused or stored for a fee, by any person, organization or entity that is not an INSURED, in or about any building or structure at a COVERED LOCATION. This exclusion does not apply to REPLACEMENT COSTS. 21. Retroactive Date based upon or arising out of: (a) any POLLUTION CONDITION that first commenced prior to the Retroactive Date set forth in the Declarations or as otherwise applicable, including any further dispersal, migration or movement of that POLLUTION CONDITION on or after that date; or (b) an actual or alleged act, error or omission in PROFESSIONAL SERVICES that first commenced prior to the Retroactive Date set forth in the Declarations or as otherwise applicable, including any continuous or related actual or alleged act(s), error(s) or omission(s) on or after that date. 22. Related Entities andlor Individuals based upon or arising out of a CLAIM made by any person or entity: (a) that wholly or partially owns an INSURED; (b) in which an INSURED owns an interest in excess of twenty percent (20%); (c) that is managed, operated or otherwise controlled by an INSURED; or (d) in which an INSURED is a principal, officer or director. 23. Surety, Insurance or Bonding based upon or arising out of obtaining, requiring, acquiring, or maintaining any form of surety, insurance or bond, or any failure to do any of those. 24. Underground Storage Tank(s) based upon or arising out of the existence of any UNDERGROUND STORAGE TANK at a COVERED LOCATION. This exclusion does not apply to an UNDERGROUND STORAGE TANK: (a) that is either closed, abandoned in place, or removed, in accordance with all applicable federal, state, or provincial regulations, prior to the inception date of this Policy; or (b) that is endorsed to this Policy in the Underground Storage Tank Schedule, if any; or (c) the existence of which is unknown by each and every RESPONSIBLE PERSON as of the inception date of this Policy. 25. Vehicles _°- based�upon-�r-arising_o�#=of the ownership, maintenance,.use, operation�oad�=or �nloa ic�ing °o_f_any AUTOMOBILE, - - � =: - _- ;_ �ircra.�iateccraif�rolli���k �r _-__ __ _ . __�,.-an�c other form of .trans�ni#atian�� racl�dang_a�y-ca�r,� �arr�P�-t�;Preby, beyond -the legal 6oundaries of a J0� SITE or a COVERED LOCATION. This exclusion does not apply to Coverage E. 26. bYage and Wage Related Payments --- �base�=apon or-arising out of the actual or alleged failure to-�ay� afford;=or cause to be paid or afforded, to any person-or �nt�ty�_in�arhole.or in part, any wages, earnings, comRensatio�mer��pa�,_ overtime pay, commissions, benefits or_Qther remuneration, including but not limited to any such wages or benefits actually or allegedly due under any contract or pursuant fo the Fair Labor Standards Act, the Davis-Bacon :and Related Acts, Service Contract Act, Contract Work Hours and Safety Standards Act, Family Medical Leave Act, or any jurisdiction's prevailing wage act, labor laws or similar statutes. - � --=-�== _ — - (Page 12 of 21) _ � � PCM 60 01 (Ed. 08 15) 27. Warranties based upon or arising out of any express warranty or guarantee. This exclusion does not apply to a warranty or guarantee by the INSURED that its CONTRACTING SERVICES or PROFESSIONAL SERVICES conform to generally accepted standards. SECTION V. EXTENDED REPORTING PERIOD The provisions of Section V. apply to any and all co�erage provided by this Policy, or by any endorsement issued by the Company, that applies on a Claims Made and Reported basis. This Section V. does not apply to Coverage F. A. Automatic Extended Reporting Period In the event of the termination of this insurance before the expiration date shown in Item 2. of the Declarations, the INSURED shall be entitled to a ninety (90) day Automatic Extended Reporting Period for no additional premium. The Automatic Extended Reporting Period will only apply to: 1. a CLAIM first made against the INSURED during the POLICY PERIOD and reported to the Company, in writing, during the ninety (90) days immediately following the effective date of such termination will be deemed to have been made on the last day of the POLICY PERIOD, provided such CLAIM is otherwise covered by this Policy; and 2. a CLAIM first made against the INSURED and reported to the Company, in writing, during the ninety (90) days immediately following the effective date of such termination will be deemed to ha�e been made on the last day of the POLICY PERIOD, provided such CLAIM arises from: (a) a POLLUTION CONDITION that is first discovered and reported to the Company, in writing, prior to such termination, and otherwise covered by this Policy; or (b) an actual or alleged act, error or omission in PROFESSIONAL SERVICES performed prior to the end of the POLICY PERIOD, and that is otherwise covered by this Policy. The Automatic Extended Reporting Period does not apply where: (1) the Policy is terminated for fraud or non- payment of premium; or (2) the INSURED has purchased other insurance to replace the insurance provided under this Policy. For the purposes of Section V.A. — Automatic Extended Reporting Period, under this Policy: 1, either cancellation or non-renewal shall be deemed to be a termination of this insurance; and 2. in the event of non-renewal, the expiration date shown in the Declarations shall be deemed the effective date of the termination. B. Optional Extended Reporting Period The FIRST NAMED INSURED shall be entitled to purchase an Optional Extended Reporting Period upon cancellation ____or non-renewal of the Policy, subject to the following terms.and conditions: . °= .r__Tl�e FI_RST_NAI��� I�REp shall be entitled to purchase�r�=0�tional_Exter�d�d=RE �rtin Period u on a m-�nt of _— _ - . - p ._9 . P P Y - ----- an �dditional p��m,mm �f �u�m�re than 200% of ths fu1l-Pal� Fr�epaium _ � - _ -- The Optional Extended Reporting Period shall be effective for three (3) consecutive three-hundred and sixty-five (365) -- � day periods commencing immediately following the effectiVe date of cancellation or�non-renewal. The FIRST NAMED- -__-_ =-=1NSURED must elect to purchase this Optional Extended=#2�porting Period, in writing, not later than thirty (30)�=days= _-_� - __-_ _===after__ expiration in the case of non-renewal.oLprior fo�an.ceIl�ti�n..in_the case of cancellation. The Automatic Extend�sL_ ___ _ Reporting Period of ninety (90) days will be merged into this Optional Extended Reporting and is not in addition to it. The Optional Extended Reporting Period will only apply to each CLAIM first made against the INSURED during the -- Optional Extended Reporting Period, but only by reason of: - _ (Page 1,3 of 21) � � PCM 60 01 (Ed. 08 15) 1, a POLLUTION CONDITION that is first discovered and reported to the Company, in writing, during the POLICY PERIOD and otherwise covered by this Policy; or 2. an actual or alleged act, error or omission in PROFESSIONAL SERVICES performed prior to the end of the POLICY PERIOD, and that is otherwise covered by this Policy. The Optional Extended Reporting Period does not apply where: (1) the Policy is terminated for fraud or non-payment of premium; or (2) the INSURED has purchased other insurance to replace the insurance provided under this Policy. For the purposes of Section V.B. - Optional Extended Reporting Period under this Policy: 1. either cancellation or non-renewal shall be deemed to be a termination of this insurance; and 2. in the event of non-renewal, the expiration date shown in the Declarations shall be deemed the effective date of the termination. It is a condition precedent to the operation of the rights granted under Section V.B. that payment of the appropriate premium shall be made not later than thirty (30) days after expiration in the case of non-renewal or prior to cancellation in the case of cancellation. For purposes of Section V., the Company's quotation of different Limits of Liability, Self-Insured Retentions, terms or conditions shall not be construed as either a termination of, or a decision not to renew, this Policy. SECTION VI. LIMIT OF LIABILITY AND SELF-INSURED RETENTION A. The Limits of Liability and Self-Insured Retention shown in the Declarations and the rules below fix the most the Company will pay regardless of the number of INSUREDs, COVERED LOCATIONs, CONTRACTING SERVICES, PROFESSIONAL SERVICES, POLLUTION CONDITIONs, CLAIMs made, or persons or organizations making a CLAIM. B. For purposes of this Policy: (1) the same or related POLLUTION CONDITIONs at any one JOB SITE, or at any one COVERED LOCATION, shall be deemed a single POLLUTION CONDITION; and (2) all of a group or series of related or connected actual or alleged acts, errors and omissions in PROFESSIONAL SERVICES shall be deemed a single actual or alleged act, error or omission in PROFESSIONAL SERVICES. C. This Policy will pay covered LOSS, CLEAN-UP COSTS, MITIGATION COSTS, LEGAL EXPENSE or any other coverages afforded under this Policy or any endorsements attached hereto only: (1) in excess of the applicable Self- Insured Retention Amount set forth in the Declarations; and (2) subject to the applicable Limit of Liability stated in the Declarations and the other terms and conditions of this Policy. However, if a CLAIM is made against the INSURED by an entity with whom the INSURED has, prior to such CLAIM, entered into a written contract that requires a Self-Insured Retention that is less than the Self-Insured Retention Amount specified in the Declarations of this Policy, then the Self-Insured Retention applicable to such CLAIM shall be such lesser amount (hereinafter referred to as "the lesser Self-Insured Retention"). Under all such circumstances, the INSURED hereby agrees to promptly reimburse the Company for the difference between the lesser Self-Insured ______ Retention amount specified on the evidence of insurance document and_the Self-Insured Retention Amount speci_fied in the Declarations to the extent the Company pays an amount on behalf of the INSURED in excess of the lesser Self- ---- ---1_nsured °Re#�entiorr�='. . °- - .=� .. � - ..��- ==--_. �=:_ �- - - - �- _ = =.� - .. . �._�- . - - — � ._ _...� --.�. . _. - -- - :- - _ - ; --- ,. - ���D.� The Self�sured Retention Amount is to be borne by the INSURED an�is not to be insured unless the Company has expressed its prior consent, in writing, to the FIRST NAMED INSURED. If the same or related -POLLUTION CONDITIONs or any one actual or alleged act; error or �omission, or out �of any one group or series of related or ` _-= connected actual or alleged acts; errors and=omissions;°in�PROFESSIONAL SERVICES, could°result=irr coverage== � __-_ __. _under more than one coverage �ecfLon for�ich_aJimit,_is_.stated in the Declarations, or under�ny other_ covetagQ= __ _ afforded under this Policy, only the single h'ighest Self-Insured Retention amongst such applicable coverages �shall - apply to that POLLUTION CONDITION or acfual o� alleged act, error or omission in PROFESSIONAL SERVICES,-�as applicable. � (Page 14 of 21) � PCM 60 01 (Ed. 08 15) If, as a result of MEDIATION, a CLAIM made under Coverage A is successfully resolved, the Self-Insured Retention Amount applicable to such CLAIM will be reduced by 50%, subject to a maximum reduction of $20,000. This reduced Self-Insured Retention Amount will only apply to the resolved CLAIM. E. Subject to Items H. and I. below, the Each POLLUTION CONDITION Limit set forth in the Declarations is the most the Company will pay for the sum of all LOSS, CLEAN-UP COSTS, and LEGAL EXPENSE under each coverage section stated in the Declarations, or under any other coverages afforded under this Policy, arising out of the same or related POLLUTION CONDITIONs. F. Subject to Items H. and I. below, the Each Act, Error or Omission Limit set forth in the Declarations is the most the Company will pay for the sum of all LOSS and LEGAL EXPENSE under Coverages A arising out of any one actual or alleged act, error or omission, or out of any one group or series of related or connected actual or alleged acts, errors and omissions, in PROFESSIONAL SERVICES. G. Su6ject to Items H. and I. below, the Each Act, Error or Omission Limit stated in the Declarations is the most the Company will pay for all MITIGATION COSTS under Coverage F arising out of any one actual act, error or omission, or out of any one group or series of related or connected actual acts, errors and omissions, in PROFESSIONAL SERVICES. Further, in the event there is a CLAIM made against the INSURED under Coverage A: (a} that arises out of the same or related PROFESSIONAL SERVICES for which the INSURED has previously undertaken corrective measures in accordance with Coverage F; and (b) for which coverage is thereafter afforded under Coverage A of this Policy, then the INSURED's Self-Insured Retention obligation for such CLAIM shall be reduced to the extent of costs paid by the INSURED pursuant to its Self-Insured Retention obligation for Coverage F. H. Subject to Item I. below, the Coverage Section Aggregate Limit set forth in the Declarations is the most the Company will pay for the sum of all LOSS, CLEAN-UP COSTS, MITIGATION COSTS and LEGAL EXPENSE under each coverage section stated in the Declarations, or under any other coverages afforded under this Policy. I. The Company's total liability for the sum of all LOSS, CLEAN-UP COSTS, MITIGATION COSTS, LEGAL EXPENSE and any other coverage afforded under this Policy, shall not exceed the Policy Aggregate Limit of Liability as stated in the Declarations. J. With regard to Coverages afforded under this Policy: 1. on a claims-made and reported basis, any LOSS, CLEAN-UP COSTS, LEGAL EXPENSE or any other coverages afforded under this Policy or any endorsements attached hereto, incurred and reported to the Company, in writing, over more than one policy period, and resulting from the same or related POLLUTION CONDITIONs, shall be considered a single POLLUTION CONDITION. The associated LOSS, CLEAN-UP COSTS, LEGAL EXPENSE or any other coverage afforded under this Policy or any endorsements attached thereto will be subject to the same Limit of Liability and Self-Insured Retention Amount(s) as indicated in the Policy in effect at the time .the POLLUTION CONDITION^was first_reported to the Company, in writing, ___: -_�=on_an�occurrence basis, progressive,:irrtlivrsrb�e B_0__DILY��I�U�Y;-PROPERTY DAMAGE_or ENVIRt�NM�NTAL __ �;_ —n,�nna�� _ - _ - — - - _ _- hat occurs_over mnre:-t�ar�-=one..�.olicy�perao�_�_r?S��fic from the same or�elated POLL�J:i'ION= _ `CONDITIONs, shall be considered to have occurred onlyin the policy period in which the first exposure #o the — POLLUTION CONDITION takes place�lf the date of that first exposure: (i) is prior to the beginning-of the Policy Period of the first policy issued to the INSURED by the Company that contains coverage that is the same or substantially similar to that contained°=in=Coverages afforded under this Policy on an occurren�e=basis; or (ii) , cannot be determiRed,_then.���h �o�t r_essive, indivisible BODILY INJURY, _P_ROPEgT1C.1?ApdAGE_ or ENVIRONMENTAL DAMAGE shall be.considered to have occurred only on the first day of tfie Poliay Period of the first policy issued to that INSURED_by ffie Company that contains coverage that is the same or_ su6stantially similar to that contained in Coverages afforded under this Policy on an occurrence basis. (Page 15 of 21) � � PCM 60 01 (Ed. 08 15) K. Any LOSS, CLEAN-UP COSTS, MITIGATION COSTS, LEGAL EXPENSE or any other coverages afforded under this Policy, incurred and reported to the Company, in writing, over more than one POLICY PERIOD, and resulting from the same or related POLLUTION CONDITION, or out of any one group or series of related or connected actual or alleged acts, errors and omissions in PROFESSIONAL SERVICES, shall be considered a single POLLUTION CONDITION or a single actual or alleged act, error or omission in PROFESSIONAL SERVICES, respectively. The LOSS, CLEAN-UP COSTS, LEGAL EXPENSE or any other coverage afforded under this Policy will be subje�t to the same Limit of Liability and Self-Insured Retention Amount(s) in effect at the time the POLLUTION CONDITION, or actual or alleged act, error or omission in PROFESSIONAL SERVICES, as applicable, was first reported to the Company, in writing. L. The Limits of Liability set forth in Item 3. of the Declarations are inclusive of LEGAL EXPENSE. An additional Limit for LEGAL EXPENSE will apply to all Coverages. However, this additional Limit is: 1. subject to the Self-Insured Retention set forth in Item 3. of the Declarations; 2. exclusively for LEGAL EXPENSE; and 3. limited to the lesser of: (a) 25% of the applicable Limits of Liability set forth in Item 3. of the Declarations; or (b) $2,000,000. In the event a CLAIM is made against the INSURED for LOSS or CLEAN-UP COSTS, or a POLLUTION CONDITION is first discovered that results in LOSS or CLEAN-UP COSTS, the additional Limit for LEGAL EXPENSE will be applied first. After the additional Limit for LEGAL EXPENSE has been fully eroded, any other covered LEGAL EXPENSE will erode the applicable Limits of Liability shown in Item 3. of the Declarations. Furthermore, the Policy Aggregate Limit of Liability set forth in Item 4. of the Declarations shall be increased by the lesser of 25% or $2s000,000. However, this increase to the Policy Aggregate Limit of Liability will only be available for the payment of LEGAL EXPENSE. SECTION VII. REPORTING, DEFENSE, SETTLEMENT AND COOPERATION A. As a condition precedent to the coverage hereunder, in the event a CLAIM is made against an INSURED for LOSS or CLEAN-UP COSTS, or a POLLUTION CONDITION is first discovered that results in a LOSS or CLEAN-UP COSTS, written or oral notice containing particulars sufficient to identify the INSURED and all reasonably obtainable information with respect to the time, place and circumstances thereof, and the names and addresses of the injured and of available witnesses, shall be given by or for the INSURED to the Company or any of its authorized agents as soon as practicable. In the event of oral notice, the INSURED agrees to furnish a written report as soon as practicable. The INSURED shall also forward to the Company every demand, notice, summons, order or other process received by the INSURED or the INSURED's representative as soon as practicable. B. No costs, charges or expenses shall be incurred, nor payments made, obligations assumed or remediation commenced, without the Company's consent which shall not be unreasonably withheld. This provision does not apply to: 1. EMERGENCY RESPONSE COSTS. The INSURED shall notify the Company of all EMERGENCY RESPONSE COSTS immediately after the emergency ends; and 2. Public Relations Expenses - The reasonable and necessary costs and fees incurred by the FIRST NAMED =_ _ _._ INSURED (up to_=� maxi[rjtam of_$25Q;OOQ �nd subject__to applicable Cover.age B Seif lt�st��ed._Retent��rr-�. — - _:_: Amount (for�ach P-OLLUTl:01�J CANDITIDN��nP r,�i-�nn �f p �� - -= � _ �, a_ ublic relations firm,to�nanunizepotential ha� = - . . ... _ = - —_, _ . - to the FIRST NAMED INSURED and to maintain and restore public confidence in fhe FIRST NAMED — INSURED, including amounts for printing, advertising, and mailing of materials; and travel expenses by the FIRST NAMED INSURED's directors, officers, employees or agents or by employees of the public relations firm, but only if: -- _ _: -=° --° -- - _ � _ _-= -� �=- (a) such costs and fees arise directly from a POLLUTION CONDITION: (i) that arises from covered CONTRACTING SERVICES; (ii) that first�orr�rr�c�s: at a JOB SITE during the POLICY PERIOD; ar�c�— _--- ,- _ (Page 16 of 21) � PCM 60 01 (Ed. 08 15) (iii) for which coverage for LOSS or CLEAN-UP COSTS is sought under this Policy; and (b) in the good-faith, reasonable opinion of the FIRST NAMED INSURED such POLLUTION CONDITION: (i) poses an imminent, significant, and material health risk to the public or will result in imminent, significant, and material property damage to the JOB SITE; and (ii) will result in significant and material adverse publicity to the FIRST NAMED INSURED. Subject to: (a) the Company's pre-approval; (b) the Self-Insured Retention and maximum amount indicated above; and (c) the Company's agreement that both conditions 2(a) and (b) above have been fully satisfied, the Company may also consider paying other related reasonable and necessary expenses that are: (i) incurred by any person or entity that is not an INSURED, except for contractor or subcontractor engaged by the FIRST NAMED INSURED or otherwise pertorming covered CONTRACTING SERVICES; and (ii) not otherwise covered as EMERGENCY RESPONSE COSTS, including: psychological counseling, temporary living expenses, travel costs, and expenses to secure areas impacted by the POLLUTION CONDITION. Notwithstanding Section VI. LIMIT OF LIABILITY AND SELF-INSURED RETENTION, Item G., the costs and fees indicated in Item 2. above, as well as the other related expenses indicated in this paragraph, will not erode the applicable Limits of Liability. It is a condition precedent to coverage for all costs and fees outlined in Item 2. above that the FIRST NAMED INSURED notify the Company of the POLLUTION CONDITION associated with such costs and fees no later than forty-eight (48) hours after the FIRST NAMED INSURED first becomes aware of such POLLUTION CONDITION. The payment of costs and fees outlined above by the Company will not be determinative of the Company's obligations under this Policy, nor will it create any inference with regard to the Company's duty to defend or duty to indemnify any INSURED with regard to any CLAIM or POLLUTION CONDITION. Under no circumstances will the Company pay for the hiring of a public relations firm to minimize the potential harm to, or to restore public confidence in, any contractor or subcontractor engaged by the FIRST NAMED INSURED or otherwise pertorming co�ered CONTRACTING SERVICES. C. The Company shall have the right to designate legal counsel for the investigation, adjustment and defense of any CLAIM. The Company shall consult with the INSURED in conjunction with the selection of counsel. The Company has the right and duty to defend an INSURED against any CLAIM for LOSS or for CLEAN-UP COSTS. However, the Company will have no duty to defend the INSURED for LOSS or for CLEAN-UP COSTS to which this Policy does not apply. D. Once the applicable Limit of Liability has been exhausted, the Company shall not be obligated to defend or continue to defend any CLAIM or pay for any LOSS, CLEAN-UP COSTS or any other coverage afforded under this Policy. E. The Company may, where allowable by law, appoint one counsel to defend all of the INSUREDs under this Policy on a joint defense basis. F. In the event that the INSURED is entitled by law to select independent counsel (Cumis Counsel) to defend the INSURED at the Company's__expense, that counsel°s fees a_nd all other litigation expenses charged to or paid by the Company shall be limited to the same rates that the Company would pay to counsel selected by the Company to :-,���._ defend a similar CLAIM invtMe laeation:_where�t�� CL,�IiN:arose or is being defended .The_Corrj�ny may_ rec�ire=that �-_ _ - - such counsel _ mee�-certain=rxuraam.um_, qi�alaf��n� an�paintain adequate exro_rs_and_.nm�ssiorrs =insu��?- The -_- - - -�-T, - - , ,—:_._--_ , INSURED agrees that�such counsel�will timely respond to the Company's requesf for informa{ion.� G. The INSURED shall not "admit liability or settle any CLAIM without the Company's consent. If the Company recommerrds a morretary=settlement of a CLAIM acceptable to a claimant: --- -- ---� -� 1. for an amount within the Self-Insured Retention Amount and the INSURED refuses such settlement, the Company shall not- be liable for any LOSS, CLEAN-UP COSTS, LEGAL. EXPENSE, or any other coverage afforded under this Policy or any endorsements attached hereto, in excess of the Self-Insured Retention Amount; or - � _ _ (Page 17 of 21) PCM 60 01 (Ed. 08 15) 2. for a total amount in excess of the Self-Insured Retention Amount and within the applicable Limits of Liability and the INSURED refuses such settlement, the Company's liability for LOSS, CLEAN-UP COSTS, LEGAL EXPENSE, or any other coverage afforded under this Policy, shall be limited to that portion of the sum of: (a) the recommended settlement; and (b) the costs, charges and expenses already incurred as of the date of the INSURED's refusal, which exceeds the Self-Insured Retention Amount and is within the Limit of Liability. H. All INSUREDs shall cooperate with the Company and, upon the Company's request, shall submit to examination by a representative of the Company, under oath, and shall attend hearings, depositions, and trials and shall assist in effecting settlement, securing and giving evidence, obtaining the attendance of witnesses and in the conduct of suits, as well as in the investigation and defense, all without charge to the Company. All INSUREDs shall further cooperate with the Company and do whatever is necessary to secure and enforce any rights of indemnity, contribution or apportionmentwhich the INSURED may have. If, during the POLICY PERIOD, the INSURED first becomes aware of an actual or alleged act, error or omission in PROFESSIONAL SERVICES that first commenced on or after the Retroactive Date set forth in the Declarations, which the INSURED reasonably believes may result in a CLAIM (herein referred to as a"Circumstance"), then the INSURED may provide written notice to the Company, during the POLICY PERIOD, containing all of the information stated below. Any such Circumstance that subsequently becomes a CLAIM made against the INSURED and reported to the Company, in writing, shall be considered to have been first made and reported during the POLICY PERIOD and shall be subject to all of the terms and conditions of this Policy. It is a condition precedent to the coverage under this provision that such written notice to the Company of a Circumstance contain all of the following information: 1. details of the actual or alleged act, error or omission in PROFESSIONAL SERVICES, including the specific PROFESSIONAL SERVICES involved; and 2. the injury or damage that has taken place or may result; and 3. the date the actual or alleged act, error or omission in PROFESSIONAL SERVICES took place; and 4. the identity of the INSURED(s) who may be the subject of any subsequent CLAIM; and 5. the likely location of any subsequent CLAIM; and 6. the names and addresses of all known potential witnesses and claimants; and 7. details of how the INSURED became aware of the Circumstance. The Company shall determine, in its sole discretion, whether an INSURED's written notice adequately supplies the information described in items 1. through 7. and satisfies the condition precedent. This provision I. applies only to Coverage A. SECTION VIII. TRANSFER OF LEGAL DEFENSE DUTIES A. If the Company believes that any of the applicable Limits of Liability stated in the Declarations has been or soon will be exhausted in defending a CLAIM, or that the Company has paid out or will soon pay out the Policy Aggregate Limit of Liability_stated in_the Declarations, the_ Company will so notify the FIRST NAMED INSURED, in writing, as soon as possible. The Company will advise that its duty to defend any CLAIM seeking damages subject to those limits has terminated;.sub�ect�o pa�rnent=of_th�=-lirnits =and: that it will no longer, handle .t+�e =def�;n_se�_of any�—LAIiVI-#vr which notice.is giuen_af#er-�iaE date-it sendc �,—��;rh ��, T_he Company will�ake-promut-a�ad:app"r�opraa��P�� t� tra�sfer control of any existing defense prior to exhaustion of the limits to the FIRST NAMED 1NSURED. The FIRST NAMED INSURED agrees to reimburse the Company for any costs which the Companytiears in connection�with the transfer of the defense. � � - B. The Compara�.v�+ill talce�ppr_opriate steps necessary to defend the CLAIM�ring�he.�ransfer of the defense and avoid any unfavorable legal action provided that the INSURED cooperates in the -transfer of the duties of the defense. (Page 18 of 21) � � PCM 60 01 (Ed. 08 15) C. The Company's failure to comply with any of the provisions of Section VIII. shall in no way obligate the Company to defend or continue to defend any CLAIM, or to pay any LOSS, CLEAN-UP COSTS or other sum covered under this Policy, after exhaustion of an applicable Limit of Liability. SECTION IX. CONDITIONS A. ACTION AGAINST COMPANY - No action brought by an organization or entity, other than an INSURED, shall lie against the Company unless, as a condition precedent thereto, the INSURED has fully complied with all of the terms of this Policy and, the amount of the INSURED's obligation to pay shall have been finally determined either by judgment against the INSURED after actual trial or by written agreement of the INSURED, the claimant and the Company. Any person, organization, entity, or the legal representative thereof, who has secured such judgment or written agreement shall thereafter be entitled to recover under this Policy to the extent of the insurance afforded by this Policy. No person or organization shall have any right under this Policy to join the Company as a party to any action against the INSURED to determine the INSURED's liability, nor shall the Company be impleaded by the INSURED or its legal representative. B. ASSIGNMENT - This Policy shall be void as to the assignee or transferee, if assigned or transferred without written consent of the Company. C. BANKRUPTCY - Bankruptcy or insolvency of the INSURED or of the INSURED's estate shall not relieve the Company of any of its obligations hereunder. D. CANCELLATION - This Policy may be cancelled by the FIRST NAMED INSURED by surrender thereof to the Company or any of its authorized agents or by mailing, delivering, emailing, or faxing to the Company written notice stating when thereafter the cancellation shall be effective. In the event of cancellation by the FIRST NAMED INSURED, the return premium shall be computed in accordance with the customary short rate table and procedure after applying the minimum earned premium percentage stated in the Declarations. If a CLAIM is made, a POLLUTION CONDITION is discovered or coverage is otherwise afforded under this Policy, then the premium shall be considered fully earned by the Company and the INSURED is not entitled to a return premium upon cancellation. E. F. This Policy may be cancelled by the Company by mailing, deli�ering, emailing, or faxing to the FIRST NAMED INSURED at the address shown in the Declarations, written notice stating when not less than ninety (90) days (ten (10) days for non-payment of premium) thereafter such cancellation shall be effective. The mailing of notice as aforesaid shall be sufficient proof of notice. The time of surrender or the efFective date and hour of cancellation stated in the notice shall become the end of the POLICY PERIOD. If the Company cancels, earned premium shall be computed pro rata. Premium adjustment may be made either at the time cancellation is affected or as soon as practicable after cancellation becomes effective, but payment or tender of unearned premium is not a condition of cancellation. This Policy may be cancelled by the Company for the following reasons: (1) Non-payment of premium, or (2) Fraud or material misrepresentation on the part of the INSURED, such as can be proven in a court of law. CHANGES - Notice to any agent or knowledge possessed by any agent or by any other person shall not efFect a waiver or a change in any part of this Policy or estop the Company from_asserting any right under the terms of this Policy. The terms of this Policy cannot be waived or changed, except by an endorsement issued by the Company to form a part�#t±�s-Polic _. __ =- _ .-: - - =- -- -- �- _ --- ; ,. - _ _-- -- — � - -- ._- -��_-< — ._, - - --- � ��._....._: � _ .__ == • - - . ---� --_, - CHOICE OF LAIN - All matters arising hereunder, including questions related to the validity, interpretation, performance �and enforcement of this Policy, shall be determined-in accordance with the law and practice of the State ---- - ---- � --- - - ------ _.-_ of New York (not including New York's choice of law rules). � ___G _ CONSENT_= Vlfhere the consent of the Company or the_INSURED�cequiresLunder this Policy, such consent shall not__ _ be unreasonably withheld, delayed, conditioned, or denied. (Page 19 of 21) _ . _ PCM 60 01 (Ed. 08 15) H. DECLARATIONS AND REPRESENTATIONS - By acceptance of this Policy, the INSURED agrees that the statements contained in the Declarations, the application and any other supplemental materials and information submitted in connection with the application or any amendments to the Policy during the POLICY PERIOD are the INSURED's declarations and representations, that they shall be deemed material, that this Policy is issued in reliance upon the truth of such declarations and representations and that this Policy embodies all agreements existing between the INSURED and the Company or any of its agents relating to this insurance. I. HEADINGS - The descriptions in the headings of this Policy are solely for convenience and form no part of the Policy terms and conditions. J. INSPECTION AND AUDIT - The Company shall be permitted, but not obligated, to inspect and monitor on a continuing basis the INSURED's property or operations and any JOB SITE and COVERED LOCATION, at any time. Neither the Company's right to make inspections and monitor, nor the actual undertaking thereof, nor any report thereon, shall constitute an undertaking, on behalf of the INSURED or others, to determine or warrant that property or operations are safe, healthful or conform to acceptable engineering practice or are in compliance with any law, rule or regulation. Access for the inspection and audit will be coordinated through the broker or agent of the FIRST NAMED INSURED. K. JURISDICTION AND VENUE - It is agreed that in the event of the failure of the Company to pay any amount claimed to be due hereunder, the Company and the INSURED will submit to the jurisdiction of the State of New York and will comply with all the requirements necessary to give such court jurisdiction. Nothing in this clause constitutes or should be understood to constitute a waiver of the Company's right to remove an action to a United States District Court. L. MINIMUM EARNED PREMIUM - Upon cancellation of this Policy, earned premium will be calculated using the appropriate pro-rata or short-rate method as outlined in Section IX. CONDITIONS, Item D. CANCELLATION. The amount of premium earned under this Policy will be the greater of: 1. the calculated pro-rata or short rate premium; or 2. the Minimum Earned Premium percentage set forth in Item 10. of the Declarations. M. MITIGATION PLAN - It is a condition precedent to any coverage being afforded under Coverage A of this Policy for any CLAIM because of an act, error or omission in PROFFESIONAL SERVICES for which the Company has previously afforded coverage to an INSURED under Coverage F, that the INSURED fully implement the written plan for correcting the purported act, error or omission as approved by the Company. N. OTHER INSURANCE - Subject to Section VI. Limit of Liability and Self-Insured Retention, this insurance shall apply only in excess of the sum of the Self-Insured Retention amount stated in the Declarations and the applicable limits of any other valid and collectible insurance available to the INSURED, whether such other insurance is stated to be primary, pro rata, contributory, excess, contingent or otherwise, unless such other insurance is written only as specific excess insurance over the applicable Limits of Liability of this Policy. O. SEVERABILITY - Except with respect to the Limits of Liability, Self-Insured Retention, Exclusion 9. ("Insured vs. Insured") and any rights and duties assigned in this Policy to the FIRST NAMED INSURED, this insurance applies as if each INSURED were the only INSURED and separately to each INSURED against whom a CLAIM is made. Any __ misrepresentation, act or omission that is in violation of a term, =duty or condition under this. Policy by one INSURED shall not by itself affect coverage for another INSURED under this Policy. This Condition O. shall not apply to an _=- INS.I-.iR�D�rv_ho is a__��_ar�nt�s�absidiary or afFliate of the INSU�D-wl�ich _commit#ed-xh�=misrepresentation, act or =. - _ _ -=. -- = , _ --- _-�m�ssiora.�ef�erenced°ataav_e_- - , - _ — , = --- - - - -P. SOLE AGENT - The FIRST NAMED INSURED stated irrthe Declarations shall act on behalf of all INSUREDs for the- ----- - -- -_ -- -- - ---- - _ - payment or return of premium, receipt and acceptance of any endorsement issued to form a part of this Policy, giving --= and=receiving notice of cancellation or non-renewal, and the�xercise of the rights provided under Section V.;=== _ -__ __FXTFND_ED REPORTING PERIOD. __ _ - --- (Page 20 of 21)_ PCM 60 01 (Ed. 08 15) Q. SUBROGATION - If the INSURED has rights to recover, from another person or organization, all or any part of a payment the Company makes under this Policy, those rights are transferred to the Company. The INSURED shall execute and deliver instruments and papers and do whatever else is necessary to secure such rights. The INSURED shall do nothing to prejudice such rights. Any monies recovered as a result of subrogation proceedings shall accrue first to the INSURED to the extent of any payments it made in excess of the limits of liability, then to the Company to the extent of its payment under the Policy, and then to the INSURED to the extent of its payment of the self-insured retention. Expenses incurred in such subrogation proceedings shall be apportioned amongst the INSURED and Company in the proportion that each interested party's share in the recovery bears to the total recovery. However, the Company specifically waives any rights of recovery against any person or organization as required in a written contract that was fully executed prior to the commencement of the applicable CONTRACTING SERVICES or PROFESSIONAL SERVICES. � (Page 21 of 21) 0 � utu WORKERS' COMPENSATION INSURANCE WORKERS' COMPENSATION AND WC 4Z O3 O4 B EMPLOYERS LIABILITY POLICY Insured copy TEXAS WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in item 3.A. of the Information Page. We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule, but this waiver applies only with respect to bodily injury arising out of the operations described in the schedule where you are required by a written contract to obtain this waiver from us. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. The premium for this endorsement is shown in the Schedule. Schedule 1. ( ) Specific Waiver Name of person or organization (X)Blanket Waiver Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver. 2. Operations: ALL TEXAS OPERATIONS 3. Premium: The premium charge for this endorsement shall be 2.00 percent of the premium developed on payroll in connection with work performed for the above person(s) or organization(s) arising out of the operations described. 4. Advance Premium: Included, see Information Page � _ T _�.=,,..- :� .� _ __ - - - --- — ���� - - - - -- � - � This-enao'r'seri'�en4 changes�the-policyto wh'ich it is attached effective on the inception da�e of the policy u e s a-different tlate is indicated below. _ ._ ..(The following "attaching clause" need be completed only when this endorsement is issued subsequent to preparation of the policy.) ___-- _ This endorsement, effective on 7/31/20.at_72:01-a.m. standard time, forms a part of: ==Paliey�o: 0001120054 of Texas Mutual Insurance Company=effectiroe�n 7/3��-20-°-= - -- -�ued�-�VORTH TEXAS CONTRACTING WC --� -- - --- -- =---- �� This is not a bill ==�tC�= ---�arrier Code: 29939 / , � Authorized representative 7/23/20 PO Box 12058, Austin, TX 7871a-2058 1 of 1 texasmutual.com �(800) 859-5995 � Fax(800) 359-0650 WC 42 03 04 B 0 � utu WORKERS' COMPENSATION INSURANCE WORKERS' COMPENSATION AND EMPLOYERS LIABILITY POLICY TEXAS NOTICE OF MATERIAL CHANGE ENDORSEMENT WC420601 Insured copy This endorsement applies only to the insurance provided by the policy because Texas is shown in Item 3.A. of the Information Page. In the event of cancellation or other material change of the policy, we will mail advance notice to the person or organization named in the Schedule. The number of days advance notice is shown in the Schedule. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. Schedule 1. Number of days advance notice: 2. Notice will be mailed to: 30 PER LIST ON FILE _ - --- � r ,.=.�. ._ ..- --- - — .�. _. - -- _- _ -- :-- - - _ �-- --- - � . �� Tflis endorsement-�anges the policy to which it is attached effective orrthe in�eption date ofthe=policyunless a different date is indicated-below. �-�-- �- _.__. (The following "attaching clause" need be completed only when this endorsement is issued subsequent to preparation of the policy.)_ -- - This endorsement, effective on-7/3-1/20 at-12:01 a,m. standard time, forms a part of: ___ _==Policy no. 0001120054 of Texas Mutual Insuranee Company=effective-on 7/31/20 -_-_ ___- -- - ��sued to:` NORTH TEXAS CONTRACTING IN� — _ r/'� �J � — ---- ---- � /(MX, This is not a bill —==��C1 Carrier Code: 29939 Authorized representative 7/23l20 — — - -- PO B�x 12058, Austin, TX 78711-2058 =- 1 of 1 texasmutual.c�m �(800) 859=5995 � Fax (800) 359-0650 WC 42 06 01 ._:�_�_ _ - --== =-- = A--=--__ - 9 June 21 9 June 21 9 June 21 9 June 21 9 21June 006219-2 MAINTENANCE BOND Page 2 of 3 1 WHEREAS, Principal binds itself to repair or reconsn•uct the Work in whole or in part 2 upon receiving notice from the Developer and/or City of the need thereof at any time within the 3 Maintenance Period. 4 5 NOW THEREFORE, the condition of this obligation is such that if Principal shall 6 remedy any defective Work, for which timely notice was provided by Developer or City, to a 7 completion satisfactory to the City, then this obligation shall become null and void; otherwise to 8 remain in full force and effect. 9 10 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 11 noticed defective Work, it is agreed that the Developer or City may cause any and all such 12 defective Work to be repaired and/or reconstructed with all associated costs thereof being borne 13 by the Principal and the Surety under this Maintenance Bond; and 14 15 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 16 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 17 Worth Division; and 18 19 2fl 21 22 23 PROVIDED FURTHER, that this obligation shall be continuous in nature and successive recoveries may be had hereon for successive breaches. CITY OF FORT WORTH Bowie House Hotel & Townho�nes STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Mattison Addition, Lots 16-24, Block 1 Revised January 31, 2012 City Project No. CPN 103256 9 June 21 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS TABLE OF CONTENTS Page Article 1 – Definitions and Terminology .......................................................................................................... 1 1.01 Defined Terms ............................................................................................................................... 1 1.02 Terminology .................................................................................................................................. 5 Article 2 – Preliminary Matters ......................................................................................................................... 6 2.01 Before Starting Construction ........................................................................................................ 6 2.02 Preconstruction Conference .......................................................................................................... 6 2.03 Public Meeting .............................................................................................................................. 6 Article 3 – Contract Documents and Amending ............................................................................................... 6 3.01 Reference Standards ..................................................................................................................... 6 3.02 Amending and Supplementing Contract Documents .................................................................. 6 Article 4 – Bonds and Insurance ....................................................................................................................... 7 4.01 Licensed Sureties and Insurers ..................................................................................................... 7 4.02 Performance, Payment, and Maintenance Bonds ........................................................................ 7 4.03 Certificates of Insurance ............................................................................................................... 7 4.04 Contractor’s Insurance .................................................................................................................. 9 4.05 Acceptance of Bonds and Insurance; Option to Replace ........................................................... 12 Article 5 – Contractor’s Responsibilities ........................................................................................................ 12 5.01 Supervision and Superintendent ................................................................................................. 12 5.02 Labor; Working Hours ................................................................................................................ 13 5.03 Services, Materials, and Equipment ........................................................................................... 13 5.04 Project Schedule .......................................................................................................................... 14 5.05 Substitutes and “Or-Equals” ....................................................................................................... 14 5.06 Pre-Qualification of Bidders (Prime Contractors and Subcontractors) ..................................... 16 5.07 Concerning Subcontractors, Suppliers, and Others ................................................................... 16 5.08 Wage Rates.................................................................................................................................. 18 5.09 Patent Fees and Royalties ........................................................................................................... 19 5.10 Laws and Regulations ................................................................................................................. 19 5.11 Use of Site and Other Areas ....................................................................................................... 19 5.12 Record Documents ...................................................................................................................... 20 5.13 Safety and Protection .................................................................................................................. 21 5.14 Safety Representative ................................................................................................................. 21 5.15 Hazard Communication Programs ............................................................................................. 22 5.16 Submittals .................................................................................................................................... 22 5.17 Contractor’s General Warranty and Guarantee .......................................................................... 23 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 5.18 Indemnification ........................................................................................................................... 24 5.19 Delegation of Professional Design Services .............................................................................. 24 5.20 Right to Audit: ............................................................................................................................ 25 5.21 Nondiscrimination....................................................................................................................... 25 Article 6 – Other Work at the Site ................................................................................................................... 26 6.01 Related Work at Site ................................................................................................................... 26 Article 7 – City’s Responsibilities................................................................................................................... 26 7.01 Inspections, Tests, and Approvals .............................................................................................. 26 7.02 Limitations on City’s Responsibilities ....................................................................................... 26 7.03 Compliance with Safety Program ............................................................................................... 27 Article 8 – City’s Observation Status During Construction ........................................................................... 27 8.01 City’s Project Representative ..................................................................................................... 27 8.02 Authorized Variations in Work .................................................................................................. 27 8.03 Rejecting Defective Work .......................................................................................................... 27 8.04 Determinations for Work Performed .......................................................................................... 28 Article 9 – Changes in the Work ..................................................................................................................... 28 9.01 Authorized Changes in the Work ............................................................................................... 28 9.02 Notification to Surety .................................................................................................................. 28 Article 10 – Change of Contract Price; Change of Contract Time ................................................................ 28 10.01 Change of Contract Price ............................................................................................................ 28 10.02 Change of Contract Time............................................................................................................ 28 10.03 Delays .......................................................................................................................................... 28 Article 11 – Tests and Inspections; Correction, Removal or Acceptance of Defective Work ...................... 29 11.01 Notice of Defects ........................................................................................................................ 29 11.02 Access to Work ........................................................................................................................... 29 11.03 Tests and Inspections .................................................................................................................. 29 11.04 Uncovering Work ....................................................................................................................... 30 11.05 City May Stop the Work ............................................................................................................. 30 11.06 Correction or Removal of Defective Work ................................................................................ 30 11.07 Correction Period ........................................................................................................................ 30 11.08 City May Correct Defective Work ............................................................................................. 31 Article 12 – Completion .................................................................................................................................. 32 12.01 Contractor’s Warranty of Title ................................................................................................... 32 12.02 Partial Utilization ........................................................................................................................ 32 12.03 Final Inspection ........................................................................................................................... 32 12.04 Final Acceptance ......................................................................................................................... 33 Article 13 – Suspension of Work .................................................................................................................... 33 13.01 City May Suspend Work ............................................................................................................ 33 Article 14 – Miscellaneous .............................................................................................................................. 34 14.01 Giving Notice .............................................................................................................................. 34 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 14.02 Computation of Times ................................................................................................................ 34 14.03 Cumulative Remedies ................................................................................................................. 34 14.04 Survival of Obligations ............................................................................................................... 35 14.05 Headings ...................................................................................................................................... 35 00 73 10- 1 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 1 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 ARTICLE 1 – DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed-defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Agreement - The written instrument which is evidence of the agreement between Developer and Contractor covering the Work 2. Asbestos—Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 3. Business Day – A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 4. Buzzsaw – City’s on-line, electronic document management and collaboration system. 5. Calendar Day – A day consisting of 24 hours measured from midnight to the next midnight. 6. City— The City of Fort Worth, Texas, a Texas home-rule municipal corporation, acting by, its governing body through its City Manager, his designee, or agents authorized pursuant to its duly authorized charter on his behalf. 7. Community Facilities Agreement (CFA) -–A Contract between the Developer and the City for the Construction of one or more following public facilities within the City public right-of- way or easement: Water, Sanitary Sewer, Street, Storm Drain, Street Light, and Street Signs. A CFA may include private facilities within the right-of-way dedicated as private right-of- way or easement on a recorded plat. 8. Contract—The entire and integrated written document incorporating the Contract Documents between the Developer, Contractor, and/or City concerning the Work. The Contract supersedes prior negotiations, representations, or agreements, whether written or oral. 9. Contract Documents—Those items that make up the contract and which must include the Agreement, and it’s attachments such as standard construction specifications, standard City Conditions, other general conditions of the Developer, including: a. An Agreement 00 73 10- 2 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 2 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 b. Attachments to the Agreement i. Bid Form ii. Vendor Compliance with State Law Non-Resident Bidder iii. Prequalification Statement c. Current Prevailing Wage Rates Table (if required by City) d. Insurance Accord Form e. Payment Bond f. Performance Bond g. Maintenance Bond h. Power of Attorney for Bonds i. Workers Compensation Affidavit j. MWBE Commitment Form( If required by City) k. General Conditions l. Supplementary Conditions m. The Standard City Conditions n. Specifications specifically made part of the Contract Documents by attachment, if not attached, as incorporated by reference and described in the Table of Contents of the Project’s Contract Documents o. Drawings p. Documentation submitted by contractor prior to Notice of Award. q. The following which may be delivered or issued after the effective date if the Agreement and, if issued become an incorporated part of the Contract Documents i. Notice to Proceed ii. Field Orders iii. Change Orders iv. Letters of Final Acceptance r. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 10. Contractor—The individual or entity with whom Developer has entered into the Agreement. 11. Day or day – A day, unless otherwise defined, shall mean a Calendar Day. 12. Developer – An individual or entity that desires to make certain improvements within the City of Fort Worth 13. Drawings—That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 14. Engineer—The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the Developer. 15. Final Acceptance – The written notice given by the City to the Developer and/or Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. 00 73 10- 3 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 3 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 16. Final Inspection – Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 17. General Requirements—A part of the Contract Documents between the Developer and a Contractor. 18. Laws and Regulations—Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 19. Liens—Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 20. Milestone—A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 21. Non-Participating Change Order—A document, which is prepared for and reviewed by the City, which is signed by Contractor, and Developer, and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 22. Participating Change Order—A document, which is prepared for and approved by the City, which is signed by Contractor, Developer, and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 23. Plans – See definition of Drawings. 24. Project Schedule—A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor’s plan to accomplish the Work within the Contract Time. 25. Project—The Work to be performed under the Contract Documents. 26. Project Representative—The authorized representative of the City who will be assigned to the Site. 27. Public Meeting – An announced meeting conducted by the Developer to facilitate public participation and to assist the public in gaining an informed view of the Project. 28. Regular Working Hours – Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday thru Friday (excluding legal holidays). 29. Samples—Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. 00 73 10- 4 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 4 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 30. Schedule of Submittals—A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 31. Site—Lands or areas indicated in the Contract Documents as being furnished by City or Developer upon which the Work is to be performed, including rights-of-way, permits, and easements for access thereto, and such other lands furnished by City or Developer which are designated for the use of Contractor. 32. Specifications—That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 33. Standard City Conditions – That part of the Contract Documents setting forth requirements of the City. 34. Subcontractor—An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. 35. Submittals—All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 36. Superintendent – The representative of the Contractor who is available at all times and able to receive instructions from the City and/or Developer and to act for the Contractor. 37. Supplementary Conditions—That part of the Contract Documents which amends or supplements the General Conditions. 38. Supplier—A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 39. Underground Facilities—All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 40. Weekend Working Hours – Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. 00 73 10- 5 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 5 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 41. Work—The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Participating Change Order, Non-Participating Change Order, or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 42. Working Day – A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.B through D are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Defective: 1. The word “defective,” when modifying the word “Work,” refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to City’s written acceptance. C. Furnish, Install, Perform, Provide: 1. The word “Furnish” or the word “Install” or the word “Perform” or the word “Provide” or the word “Supply,” or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. D. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. 00 73 10- 6 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 6 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 ARTICLE 2 – PRELIMINARY MATTERS 2.01 Before Starting Construction Baseline Schedules: Submit to City in accordance with the Contract Documents, and prior to starting the Work. New schedules will be submitted to City when Participating Change Orders or Non- Participating Change Orders occur. 2.02 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.03 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor attending the Public Meeting as scheduled by the City. ARTICLE 3 – CONTRACT DOCUMENTS AND AMENDING 3.01 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.02 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Participating Change Order or a Non-Participating Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized, by one or more of the following ways: 1. A Field Order; 00 73 10- 7 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 7 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 1. City’s or Engineer’s review of a Submittal (subject to the provisions of Paragraph 5.16.C); or 2. City’s written interpretation or clarification. ARTICLE 4 – BONDS AND INSURANCE 4.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverage so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided Section 4.04. 4.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds in the name of Developer and City, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor’s obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in the name of Developer and City in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of “Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies” as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney-in-fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney-in-fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 4.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 4.01 and 4.02.C. 4.03 Certificates of Insurance Contractor shall deliver to Developer and City, with copies to each additional insured and loss payee identified in these Standard City Conditions certificates of insurance (and other evidence of insurance requested by City or any other additional insured) which Contractor is required to purchase and maintain. 00 73 10- 8 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 8 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 1. The certificate of insurance shall document the City, an as “Additional Insured” on all liability policies. 2. The Contractor’s general liability insurance shall include a, “per project” or “per location”, endorsement, which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property & Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers’ compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required, written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in these Standard City Conditions. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor’s obligation to maintain such lines of insurance coverage. 6. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. 7. Unless otherwise stated, all required insurance shall be written on the “occurrence basis”. If coverage is underwritten on a claims-made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims-made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 8. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 9. Any self-insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In 00 73 10- 9 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 9 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. 10. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a first-dollar basis, must be acceptable to and approved by the City. 11. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage’s and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 12. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either party or the underwriter on any such policies. 13. City shall not be responsible for the direct payment of insurance premium costs for Contractor’s insurance. 4.04 Contractor’s Insurance A. Workers Compensation and Employers’ Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers’ Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers’ Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor’s performance of the Work and Contractor’s other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers’ compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor’s employees. 3. The limits of liability for the insurance shall provide the following coverages for not less than the following amounts or greater where required by Laws and Regulations a. Statutory limits b. Employer's liability 00 73 10- 10 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 10 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 1) $100,000 each accident/occurrence 2) $100,000 Disease - each employee 3) $500,000 Disease - policy limit B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy, unless the City approves such exclusions in writing. 1. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project 2. Contractor's Liability Insurance under this Section which shall be on a per project basis covering the Contractor with minimum limits of: a. $1,000,000 each occurrence b. $2,000,000 aggregate limit 3. The policy must have an endorsement (Amendment – Aggregate Limits of Insurance) making the General Aggregate Limits apply separately to each job site. 4. The Commercial General Liability Insurance policies shall provide “X”, “C”, and “U” coverage’s. Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. C. Automobile Liability. A commercial business auto policy shall provide coverage on “any auto”, defined as autos owned, hired and non-owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. 1. Automobile Liability, Contractor’s Liability Insurance under this Section, which shall be in an amount not less than the following amounts: a. Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", defined as autos owned, hired and non-owned. 00 73 10- 11 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 11 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 1) $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at least: 2) $250,000 Bodily Injury per person 3) $500,000 Bodily Injury per accident / 4) $100,000 Property Damage D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the following requirements: 1. The Contractor’s construction activities will require its employees, agents, subcontractors, equipment, and material deliveries to cross railroad properties and tracks owned and operated by: ____________________________________________________________ Write the name of the railroad company. (If none, then write none) 2. The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains or other property. Such operations on railroad properties may require that Contractor to execute a “Right of Entry Agreement” with the particular railroad company or companies involved, and to this end the Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute the right-of-entry (if any) required by a railroad company. The requirements specified herein likewise relate to the Contractor’s use of private and/or construction access roads crossing said railroad company’s properties. 3. The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide coverage for not less than the following amounts, issued by companies satisfactory to the City and to the Railroad Company for a term that continues for so long as the Contractor’s operations and work cross, occupy, or touch railroad property: a. General Aggregate: _____________________________________ Enter limits provided by Railroad Company (If none, write none) b. Each Occurrence: : _____________________________________ Enter limits provided by Railroad Company (If none, write none) 4. With respect to the above outlined insurance requirements, the following shall govern: a. Where a single railroad company is involved, the Contractor shall provide one insurance policy in the name of the railroad company. However, if more than one grade separation or at-grade crossing is affected by the Project at entirely separate locations on the line or lines of the same railroad company, separate coverage may be required, each in the amount stated above. b. Where more than one railroad company is operating on the same right-of-way or where several railroad companies are involved and operated on their own separate rights-of- None. None. None. 00 73 10- 12 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 12 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 way, the Contractor may be required to provide separate insurance policies in the name of each railroad company. c. If, in addition to a grade separation or an at-grade crossing, other work or activity is proposed on a railroad company’s right-of-way at a location entirely separate from the grade separation or at-grade crossing, insurance coverage for this work must be included in the policy covering the grade separation. d. If no grade separation is involved but other work is proposed on a railroad company’s right-of-way, all such other work may be covered in a single policy for that railroad, even though the work may be at two or more separate locations. 5. No work or activities on a railroad company’s property to be performed by the Contractor shall be commenced until the Contractor has furnished the City with an original policy or policies of the insurance for each railroad company named, as required above. All such insurance must be approved by the City and each affected Railroad Company prior to the Contractor’s beginning work. 6. The insurance specified above must be carried until all Work to be performed on the railroad right-of-way has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. Such insurance must name the railroad company as the insured, together with any tenant or lessee of the railroad company operating over tracks involved in the Project. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 4.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the Developer and City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the Developer or City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the Developer or City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 5 – CONTRACTOR’S RESPONSIBILITIES 5.01 Supervision and Superintendent A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the 00 73 10- 13 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 13 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor’s representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 5.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City’s written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication) to perform Work: 1. for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 5.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. 00 73 10- 14 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 14 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. 5.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.01 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.01 and the General Requirements) proposed adjustments in the Project Schedule. 2. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 9. Adjustments in Contract Time for projects with City participation shall be made by participating change orders. 5.05 Substitutes and “Or-Equals” A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or “or-equal” item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. 1. “Or-Equal” Items: If in City’s sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an “or-equal” item, in which case review and approval of the proposed item may, in City’s sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 5.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and 00 73 10- 15 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 15 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City’s sole discretion an item of material or equipment proposed by Contractor does not qualify as an “or-equal” item under Paragraph 5.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 01 25 00 and: 1) shall certify that the proposed substitute item will: i. perform adequately the functions and achieve the results called for by the general design; ii. be similar in substance to that specified; iii. be suited to the same use as that specified; and 2) will state: i. the extent, if any, to which the use of the proposed substitute item will prejudice Contractor’s achievement of final completion on time; ii. whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; iii. whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; and 3) will identify: i. all variations of the proposed substitute item from that specified; ii. available engineering, sales, maintenance, repair, and replacement services; and 00 73 10- 16 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 16 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City’s sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 5.05.A.2. C. City’s Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 5.05.A and 5.05.B. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No “or-equal” or substitute will be ordered, installed or utilized until City’s review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an “or-equal.” City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor’s expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City’s Cost Reimbursement: City will record City’s costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 5.05.A.2 and 5.05.B. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents. F. Contractor’s Expense: Contractor shall provide all data in support of any proposed substitute or “or-equal” at Contractor’s expense. G. Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Participating Change Order. 5.06 Pre-Qualification of Bidders (Prime Contractors and Subcontractors) A. The Contractor and any subcontractors are required to be prequalified for the work types requiring pre-qualification 5.07 Concerning Subcontractors, Suppliers, and Others A. Minority and Women Owned Business Enterprise Compliance: 00 73 10- 17 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 17 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Required for this Contract. (Check this box if there is any City Participation) Not Required for this Contract. It is City policy to ensure the full and equitable participation by Minority and Women Business Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MWBE goal, Contractor is required to comply with the intent of the City’s MWBE Ordinance (as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MWBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MWBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MWBE. Material misrepresentation of any nature will be grounds for termination of the Contract. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. B. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor’s own acts and omissions. Nothing in the Contract Documents: 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. C. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. D. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. E. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of these Contract X 00 73 10- 18 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 18 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Documents, Contractor shall provide City contract numbers and reference numbers to the Subcontractors and/or Suppliers. 5.08 Wage Rates Required for this Contract. Not Required for this Contract. A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City’s determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 11th day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and X 00 73 10- 19 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 19 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. Progress Payments. With each progress payment or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 5.09 Patent Fees and Royalties A. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 5.10 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor’s compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor’s responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor’s obligations under Paragraph 3.01. 5.11 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or 00 73 10- 20 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 20 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 5.18, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City or Developer, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and shall be entitled to recover its cost in doing so. The City may withhold Final Acceptance until clean-up is complete and cost are recovered. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 5.12 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved 00 73 10- 21 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 21 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 5.13 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City’s safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor’s safety program, if any, with which City’s employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 5.13.A.2 or 5.13.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor’s duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 5.14 Safety Representative Contractor shall inform City in writing of Contractor’s designated safety representative at the Site. 00 73 10- 22 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 22 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 5.15 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 5.16 Submittals A. Contractor shall submit required Submittals to City for review and acceptance. Each submittal will be identified as required by City. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 5.16.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For-Information-Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 5.16.C. B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City’s review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City’s Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City’s review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 00 73 10- 23 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 23 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 2. City’s review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City’s review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City’s review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 5.17 Contractor’s General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor’s warranty and guarantee. B. Contractor’s warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or 2. normal wear and tear under normal usage. C. Contractor’s obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor’s obligation to perform the Work in accordance with the Contract Documents: 1. observations by City; 2. recommendation or payment by City or Developer of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or 00 73 10- 24 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 24 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 4.02.B. The City will give notice of observed defects with reasonable promptness. 5.18 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. 5.19 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor’s responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional’s written approval when submitted to City. 00 73 10- 25 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 25 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 5.19, City’s review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City’s review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 5.16.C. 5.20 Right to Audit: A. The City reserves the right to audit all projects utilizing City funds B. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. C. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all Subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. D. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 5.21 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit- related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. 00 73 10- 26 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 26 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 ARTICLE 6 – OTHER WORK AT THE SITE 6.01 Related Work at Site A. City may perform other work related to the Project at the Site with City’s employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other work with City’s employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor’s Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor’s Work. Contractor’s failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor’s Work except for latent defects in the work provided by others. ARTICLE 7 – CITY’S RESPONSIBILITIES 7.01 Inspections, Tests, and Approvals City’s responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 11.03. 7.02 Limitations on City’s Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor’s means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor’s failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 5.13. 00 73 10- 27 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 27 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 7.03 Compliance with Safety Program While at the Site, City’s employees and representatives shall comply with the specific applicable requirements of Contractor’s safety programs of which City has been informed pursuant to Paragraph 5.13. ARTICLE 8 – CITY’S OBSERVATION STATUS DURING CONSTRUCTION 8.01 City’s Project Representative City will provide one or more Project Representative(s) during the construction period. The duties and responsibilities and the limitations of authority of City’s representative during construction are set forth in the Contract Documents. A. City’s Project Representative will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor’s executed Work. Based on information obtained during such visits and observations, City’s Project Representative will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City’s Project Representative will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City’s Project Representative’s efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City’s Project Representative’s visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents. 8.02 Authorized Variations in Work City’s Project Representative may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City Developer, and also on Contractor, who shall perform the Work involved promptly. 8.03 Rejecting Defective Work City will have authority to reject Work which City’s Project Representative believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 11, whether or not the Work is fabricated, installed, or completed. 00 73 10- 28 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 28 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 8.04 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City’s Project Representative will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City’s written decision will be final (except as modified to reflect changed factual conditions or more accurate data). ARTICLE 9 – CHANGES IN THE WORK 9.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Participating Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price on a project with City participation, a Field Order may be issued by the City. 9.02 Notification to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor’s responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. ARTICLE 10 – CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 10.01 Change of Contract Price A. The Contract Price may only be changed by a Participating Change Order for projects with City participation. 10.02 Change of Contract Time A. The Contract Time may only be changed by a Participating Change Order for projects with City participation. 10.03 Delays A. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. 00 73 10- 29 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 29 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 ARTICLE 11 – TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 11.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 11.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor’s safety procedures and programs so that they may comply therewith as applicable. 11.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections, which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re-tests, or approvals required for City’s acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor’s purchase thereof for incorporation in the Work. Such inspections, tests, re-tests, or approvals shall be performed by organizations approved by City. D. City may arrange for the services of an independent testing laboratory (“Testing Lab”) to perform any inspections or tests (“Testing”) for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible, with Contractor; 2. Should any Testing under this Section 11.03 D result in a “fail”, “did not pass” or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor’s cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. 00 73 10- 30 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 30 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 3. Any amounts owed for any retest under this Section 11.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Developer/Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue a letter of Final Acceptance until the Testing Lab is Paid E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. 11.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City’s observation and replaced at Contractor’s expense. 11.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 11.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 11.06 or Paragraph 11.07, Contractor shall take no action that would void or otherwise impair City’s special warranty and guarantee, if any, on said Work. 11.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract 00 73 10- 31 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 31 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor’s use by City or permitted by Laws and Regulations as contemplated in Paragraph 5.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City’s written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City’s written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. C. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 11.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor and Developer should such additional warranty coverage be required. Contractor’s obligations under this Paragraph 11.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 11.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 11.08 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 11.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven (7) days written notice to Contractor and the Developer, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 11.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor’s services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are 00 73 10- 32 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 32 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 stored elsewhere. Contractor shall allow City, City’s representatives, agents, consultants, employees, and City’s other contractors, access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Work attributable to the exercise of City’s rights and remedies under this Paragraph 11.09. ARTICLE 12 – COMPLETION 12.01 Contractor’s Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment will pass to City no later than the time of Final Acceptance and shall be free and clear of all Liens. 12.02 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which City, determines constitutes a separately functioning and usable part of the Work that can be used by City for its intended purpose without significant interference with Contractor’s performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 12.03 Final Inspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: 00 73 10- 33 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 33 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 1. within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. 12.04 Final Acceptance A. Upon completion by Contractor to City’s satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance upon the satisfaction of the following: 1. All documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; 2. consent of the surety, if any, to Final Acceptance; 3. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and 4. affidavits of payments and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. 5. after all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor’s insurance provider for resolution. 6. Issuing Final Acceptance by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. ARTICLE 13 – SUSPENSION OF WORK 13.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will stop contract time on City participation projects. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not 00 73 10- 34 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 34 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. ARTICLE 14 – MISCELLANEOUS 14.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 14.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 14.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. 00 73 10- 35 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 35 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 14.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 14.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. 01 11 00 - 1 DAP SUMMARY OF WORK Page 1 of 3 CITY OF FORT WORTH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects Mattison Addition, Lots 16-24, Block 1 Revised December 20, 2012 City Project No. CPN 103256 SECTION 01 11 00 1 SUMMARY OF WORK 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. Summary of Work to be performed in accordance with the Contract Documents 6 B. Deviations from this City of Fort Worth Standard Specification 7 1. None. 8 C. Related Specification Sections include, but are not necessarily limited to: 9 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 10 2. Division 1 - General Requirements 11 1.2 PRICE AND PAYMENT PROCEDURES 12 A. Measurement and Payment 13 1. Work associated with this Item is considered subsidiary to the various items bid. 14 No separate payment will be allowed for this Item. 15 1.3 REFERENCES [NOT USED] 16 1.4 ADMINISTRATIVE REQUIREMENTS 17 A. Work Covered by Contract Documents 18 1. Work is to include furnishing all labor, materials, and equipment, and performing 19 all Work necessary for this construction project as detailed in the Drawings and 20 Specifications. 21 B. Subsidiary Work 22 1. Any and all Work specifically governed by documentary requirements for the 23 project, such as conditions imposed by the Drawings or Contract Documents in 24 which no specific item for bid has been provided for in the Proposal and the item is 25 not a typical unit bid item included on the standard bid item list, then the item shall 26 be considered as a subsidiary item of Work, the cost of which shall be included in 27 the price bid in the Proposal for various bid items. 28 C. Use of Premises 29 1. Coordinate uses of premises under direction of the City. 30 2. Assume full responsibility for protection and safekeeping of materials and 31 equipment stored on the Site. 32 3. Use and occupy only portions of the public streets and alleys, or other public places 33 or other rights-of-way as provided for in the ordinances of the City, as shown in the 34 Contract Documents, or as may be specifically authorized in writing by the City. 35 a. A reasonable amount of tools, materials, and equipment for construction 36 purposes may be stored in such space, but no more than is necessary to avoid 37 delay in the construction operations. 38 01 11 00 - 2 DAP SUMMARY OF WORK Page 2 of 3 CITY OF FORT WORTH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects Mattison Addition, Lots 16-24, Block 1 Revised December 20, 2012 City Project No. CPN 103256 b. Excavated and waste materials shall be stored in such a way as not to interfere 1 with the use of spaces that may be designated to be left free and unobstructed 2 and so as not to inconvenience occupants of adjacent property. 3 c. If the street is occupied by railroad tracks, the Work shall be carried on in such 4 manner as not to interfere with the operation of the railroad. 5 1) All Work shall be in accordance with railroad requirements set forth in 6 Division 0 as well as the railroad permit. 7 D. Work within Easements 8 1. Do not enter upon private property for any purpose without having previously 9 obtained permission from the owner of such property. 10 2. Do not store equipment or material on private property unless and until the 11 specified approval of the property owner has been secured in writing by the 12 Contractor and a copy furnished to the City. 13 3. Unless specifically provided otherwise, clear all rights-of-way or easements of 14 obstructions which must be removed to make possible proper prosecution of the 15 Work as a part of the project construction operations. 16 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, 17 lawns, fences, culverts, curbing, and all other types of structures or improvements, 18 to all water, sewer, and gas lines, to all conduits, overhead pole lines, or 19 appurtenances thereof, including the construction of temporary fences and to all 20 other public or private property adjacent to the Work. 21 5. Notify the proper representatives of the owners or occupants of the public or private 22 lands of interest in lands which might be affected by the Work. 23 a. Such notice shall be made at least 48 hours in advance of the beginning of the 24 Work. 25 b. Notices shall be applicable to both public and private utility companies and any 26 corporation, company, individual, or other, either as owners or occupants, 27 whose land or interest in land might be affected by the Work. 28 c. Be responsible for all damage or injury to property of any character resulting 29 from any act, omission, neglect, or misconduct in the manner or method or 30 execution of the Work, or at any time due to defective work, material, or 31 equipment. 32 6. Fence 33 a. Restore all fences encountered and removed during construction of the Project 34 to the original or a better than original condition. 35 b. Erect temporary fencing in place of the fencing removed whenever the Work is 36 not in progress and when the site is vacated overnight, and/or at all times to 37 provide site security. 38 c. The cost for all fence work within easements, including removal, temporary 39 closures and replacement, shall be subsidiary to the various items bid in the 40 project proposal, unless a bid item is specifically provided in the proposal. 41 01 11 00 - 3 DAP SUMMARY OF WORK Page 3 of 3 CITY OF FORT WORTH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects Mattison Addition, Lots 16-24, Block 1 Revised December 20, 2012 City Project No. CPN 103256 1.5 SUBMITTALS [NOT USED] 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.9 QUALITY ASSURANCE [NOT USED] 5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6 1.11 FIELD [SITE] CONDITIONS [NOT USED] 7 1.12 WARRANTY [NOT USED] 8 PART 2 - PRODUCTS [NOT USED] 9 PART 3 - EXECUTION [NOT USED] 10 END OF SECTION 11 12 Revision Log DATE NAME SUMMARY OF CHANGE 13 01 25 00 - 1 DAP SUBSTITUTION PROCEDURES Page 1 of 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Revised August 30, 2013 Bowie House Hotel & Townhomes Mattison Addition, Lots 16-24, Block 1 City Project No. CPN 103256 SECTION 01 25 00 SUBSTITUTION PROCEDURES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. The procedure for requesting the approval of substitution of a product that is not equivalent to a product which is specified by descriptive or performance criteria or defined by reference to 1 or more of the following: a. Name of manufacturer b. Name of vendor c. Trade name d. Catalog number 2. Substitutions are not "or-equals". B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Request for Substitution - General 1. Within 30 days after award of Contract (unless noted otherwise), the City will consider formal requests from Contractor for substitution of products in place of those specified. 2. Certain types of equipment and kinds of material are described in Specifications by means of references to names of manufacturers and vendors, trade names, or catalog numbers. a. When this method of specifying is used, it is not intended to exclude from consideration other products bearing other manufacturer's or vendor's names, trade names, or catalog numbers, provided said products are "or-equals," as determined by City. 3. Other types of equipment and kinds of material may be acceptable substitutions under the following conditions: a. Or-equals are unavailable due to strike, discontinued production of products meeting specified requirements, or other factors beyond control of Contractor; or, CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Revised August 30, 2013 Bowie House Hotel & Townhomes Mattison Addition, Lots 16-24, Block 1 City Project No. CPN 103256 01 25 00 - 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 Bowie House Hotel & Townhomes Mattison Addition, Lots 16-24, Block 1 City Project No. CPN 103256 01 25 00 - 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Revised August 30, 2013 Bowie House Hotel & Townhomes Mattison Addition, Lots 16-24, Block 1 City Project No. CPN 103256 01 25 00 - 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 01 31 19 - 1 DAP PRECONSTRUCTION MEETING Page 1 of 3 CITY OF FORT WORTH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Mattison Addition, Lots 16-24, Block 1 Revised August 30, 2013 City Project No. CPN 103256 SECTION 01 31 19 1 PRECONSTRUCTION MEETING 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. Provisions for the preconstruction meeting to be held prior to the start of Work to 6 clarify construction contract administration procedures 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. No construction schedule required unless requested by the City. 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. Coordination 19 1. Attend preconstruction meeting. 20 2. Representatives of Contractor, subcontractors and suppliers attending meetings 21 shall be qualified and authorized to act on behalf of the entity each represents. 22 3. Meeting administered by City may be tape recorded. 23 a. If recorded, tapes will be used to prepare minutes and retained by City for 24 future reference. 25 B. Preconstruction Meeting 26 1. A preconstruction meeting will be held within 14 days after the delivery of the 27 distribution package to the City. 28 a. The meeting will be scheduled and administered by the City. 29 2. The Project Representative will preside at the meeting, prepare the notes of the 30 meeting and distribute copies of same to all participants who so request by fully 31 completing the attendance form to be circulated at the beginning of the meeting. 32 3. Attendance shall include: 33 a. Developer and Consultant 34 b. Contractor's project manager 35 c. Contractor's superintendent 36 d. Any subcontractor or supplier representatives whom the Contractor may desire 37 to invite or the City may request 38 01 31 19 - 2 DAP PRECONSTRUCTION MEETING Page 2 of 3 CITY OF FORT WORTH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Mattison Addition, Lots 16-24, Block 1 Revised August 30, 2013 City Project No. CPN 103256 e. Other City representatives 1 f. Others as appropriate 2 4. Preliminary Agenda may include: 3 a. Introduction of Project Personnel 4 b. General Description of Project 5 c. Status of right-of-way, utility clearances, easements or other pertinent permits 6 d. Contractor’s work plan and schedule 7 e. Contract Time 8 f. Notice to Proceed 9 g. Construction Staking 10 h. Progress Payments 11 i. Extra Work and Change Order Procedures 12 j. Field Orders 13 k. Disposal Site Letter for Waste Material 14 l. Insurance Renewals 15 m. Payroll Certification 16 n. Material Certifications and Quality Control Testing 17 o. Public Safety and Convenience 18 p. Documentation of Pre-Construction Conditions 19 q. Weekend Work Notification 20 r. Legal Holidays 21 s. Trench Safety Plans 22 t. Confined Space Entry Standards 23 u. Coordination with the City’s representative for operations of existing water 24 systems 25 v. Storm Water Pollution Prevention Plan 26 w. Coordination with other Contractors 27 x. Early Warning System 28 y. Contractor Evaluation 29 z. Special Conditions applicable to the project 30 aa. Damages Claims 31 bb. Submittal Procedures 32 cc. Substitution Procedures 33 dd. Correspondence Routing 34 ee. Record Drawings 35 ff. Temporary construction facilities 36 gg. MBE/SBE procedures 37 hh. Final Acceptance 38 ii. Final Payment 39 jj. Questions or Comments 40 01 31 19 - 3 DAP PRECONSTRUCTION MEETING Page 3 of 3 CITY OF FORT WORTH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Mattison Addition, Lots 16-24, Block 1 Revised August 30, 2013 City Project No. CPN 103256 1.5 SUBMITTALS [NOT USED] 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.9 QUALITY ASSURANCE [NOT USED] 5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6 1.11 FIELD [SITE] CONDITIONS [NOT USED] 7 1.12 WARRANTY [NOT USED] 8 PART 2 - PRODUCTS [NOT USED] 9 PART 3 - EXECUTION [NOT USED] 10 END OF SECTION 11 12 Revision Log DATE NAME SUMMARY OF CHANGE 13 01 32 33 - 1 DAP PRECONSTRUCTION VIDEO Page 1 of 2 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Revised August 30, 2013 Bowie House Hotel & Townhomes Mattison Addition, Lots 16-24, Block 1 City Project No. CPN 103256 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 Bowie House Hotel & Townhomes Mattison Addition, Lots 16-24, Block 1 City Project No. CPN 103256 01 32 33 - 2 DAP PRECONSTRUCTION VIDEO Page 2 of 2 PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 01 33 00 - 1 DAP SUBMITTALS Page 1 of 8 CITY OF FORT WORTH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Mattison Addition, Lots 16-24, Block 1 Revised August 30, 2013 City Project No. CPN 103256 SECTION 01 33 00 1 DAP SUBMITTALS 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. General methods and requirements of submissions applicable to the following 6 Work-related submittals: 7 a. Shop Drawings 8 b. Product Data (including Standard Product List submittals) 9 c. Samples 10 d. Mock Ups 11 B. Deviations from this City of Fort Worth Standard Specification 12 1. None. 13 C. Related Specification Sections include, but are not necessarily limited to: 14 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 15 2. Division 1 – General Requirements 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES [NOT USED] 21 1.4 ADMINISTRATIVE REQUIREMENTS 22 A. Coordination 23 1. Notify the City in writing, at the time of submittal, of any deviations in the 24 submittals from the requirements of the Contract Documents. 25 2. Coordination of Submittal Times 26 a. Prepare, prioritize and transmit each submittal sufficiently in advance of 27 performing the related Work or other applicable activities, or within the time 28 specified in the individual Work Sections, of the Specifications. 29 b. Contractor is responsible such that the installation will not be delayed by 30 processing times including, but not limited to: 31 a) Disapproval and resubmittal (if required) 32 b) Coordination with other submittals 33 c) Testing 34 d) Purchasing 35 e) Fabrication 36 f) Delivery 37 g) Similar sequenced activities 38 c. No extension of time will be authorized because of the Contractor's failure to 39 transmit submittals sufficiently in advance of the Work. 40 01 33 00 - 2 DAP SUBMITTALS Page 2 of 8 CITY OF FORT WORTH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Mattison Addition, Lots 16-24, Block 1 Revised August 30, 2013 City Project No. CPN 103256 d. Make submittals promptly in accordance with approved schedule, and in such 1 sequence as to cause no delay in the Work or in the work of any other 2 contractor. 3 B. Submittal Numbering 4 1. When submitting shop drawings or samples, utilize a 9-character submittal cross-5 reference identification numbering system in the following manner: 6 a. Use the first 6 digits of the applicable Specification Section Number. 7 b. For the next 2 digits number use numbers 01-99 to sequentially number each 8 initial separate item or drawing submitted under each specific Section number. 9 c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. 10 A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical 11 submittal number would be as follows: 12 13 03 30 00-08-B 14 15 1) 03 30 00 is the Specification Section for Concrete 16 2) 08 is the eighth initial submittal under this Specification Section 17 3) B is the third submission (second resubmission) of that particular shop 18 drawing 19 C. Contractor Certification 20 1. Review shop drawings, product data and samples, including those by 21 subcontractors, prior to submission to determine and verify the following: 22 a. Field measurements 23 b. Field construction criteria 24 c. Catalog numbers and similar data 25 d. Conformance with the Contract Documents 26 2. Provide each shop drawing, sample and product data submitted by the Contractor 27 with a Certification Statement affixed including: 28 a. The Contractor's Company name 29 b. Signature of submittal reviewer 30 c. Certification Statement 31 1) “By this submittal, I hereby represent that I have determined and verified 32 field measurements, field construction criteria, materials, dimensions, 33 catalog numbers and similar data and I have checked and coordinated each 34 item with other applicable approved shop drawings." 35 D. Submittal Format 36 1. Fold shop drawings larger than 8 ½ inches x 11 inches to 8 ½ inches x 11inches. 37 2. Bind shop drawings and product data sheets together. 38 3. Order 39 a. Cover Sheet 40 1) Description of Packet 41 2) Contractor Certification 42 b. List of items / Table of Contents 43 c. Product Data /Shop Drawings/Samples /Calculations 44 E. Submittal Content 45 1. The date of submission and the dates of any previous submissions 46 01 33 00 - 3 DAP SUBMITTALS Page 3 of 8 CITY OF FORT WORTH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Mattison Addition, Lots 16-24, Block 1 Revised August 30, 2013 City Project No. CPN 103256 2. The Project title and number 1 3. Contractor identification 2 4. The names of: 3 a. Contractor 4 b. Supplier 5 c. Manufacturer 6 5. Identification of the product, with the Specification Section number, page and 7 paragraph(s) 8 6. Field dimensions, clearly identified as such 9 7. Relation to adjacent or critical features of the Work or materials 10 8. Applicable standards, such as ASTM or Federal Specification numbers 11 9. Identification by highlighting of deviations from Contract Documents 12 10. Identification by highlighting of revisions on resubmittals 13 11. An 8-inch x 3-inch blank space for Contractor and City stamps 14 F. Shop Drawings 15 1. As specified in individual Work Sections includes, but is not necessarily limited to: 16 a. Custom-prepared data such as fabrication and erection/installation (working) 17 drawings 18 b. Scheduled information 19 c. Setting diagrams 20 d. Actual shopwork manufacturing instructions 21 e. Custom templates 22 f. Special wiring diagrams 23 g. Coordination drawings 24 h. Individual system or equipment inspection and test reports including: 25 1) Performance curves and certifications 26 i. As applicable to the Work 27 2. Details 28 a. Relation of the various parts to the main members and lines of the structure 29 b. Where correct fabrication of the Work depends upon field measurements 30 1) Provide such measurements and note on the drawings prior to submitting 31 for approval. 32 G. Product Data 33 1. For submittals of product data for products included on the City’s Standard Product 34 List, clearly identify each item selected for use on the Project. 35 2. For submittals of product data for products not included on the City’s Standard 36 Product List, submittal data may include, but is not necessarily limited to: 37 a. Standard prepared data for manufactured products (sometimes referred to as 38 catalog data) 39 1) Such as the manufacturer's product specification and installation 40 instructions 41 2) Availability of colors and patterns 42 3) Manufacturer's printed statements of compliances and applicability 43 4) Roughing-in diagrams and templates 44 5) Catalog cuts 45 6) Product photographs 46 01 33 00 - 4 DAP SUBMITTALS Page 4 of 8 CITY OF FORT WORTH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Mattison Addition, Lots 16-24, Block 1 Revised August 30, 2013 City Project No. CPN 103256 7) Standard wiring diagrams 1 8) Printed performance curves and operational-range diagrams 2 9) Production or quality control inspection and test reports and certifications 3 10) Mill reports 4 11) Product operating and maintenance instructions and recommended 5 spare-parts listing and printed product warranties 6 12) As applicable to the Work 7 H. Samples 8 1. As specified in individual Sections, include, but are not necessarily limited to: 9 a. Physical examples of the Work such as: 10 1) Sections of manufactured or fabricated Work 11 2) Small cuts or containers of materials 12 3) Complete units of repetitively used products color/texture/pattern swatches 13 and range sets 14 4) Specimens for coordination of visual effect 15 5) Graphic symbols and units of Work to be used by the City for independent 16 inspection and testing, as applicable to the Work 17 I. Do not start Work requiring a shop drawing, sample or product data nor any material to 18 be fabricated or installed prior to the approval or qualified approval of such item. 19 1. Fabrication performed, materials purchased or on-site construction accomplished 20 which does not conform to approved shop drawings and data is at the Contractor's 21 risk. 22 2. The City will not be liable for any expense or delay due to corrections or remedies 23 required to accomplish conformity. 24 3. Complete project Work, materials, fabrication, and installations in conformance 25 with approved shop drawings, applicable samples, and product data. 26 J. Submittal Distribution 27 1. Electronic Distribution 28 a. Confirm development of Project directory for electronic submittals to be 29 uploaded to City’s Buzzsaw site, or another external FTP site approved by the 30 City. 31 b. Shop Drawings 32 1) Upload submittal to designated project directory and notify appropriate 33 City representatives via email of submittal posting. 34 2) Hard Copies 35 a) 3 copies for all submittals 36 b) If Contractor requires more than 1 hard copy of Shop Drawings 37 returned, Contractor shall submit more than the number of copies listed 38 above. 39 c. Product Data 40 1) Upload submittal to designated project directory and notify appropriate 41 City representatives via email of submittal posting. 42 2) Hard Copies 43 a) 3 copies for all submittals 44 d. Samples 45 1) Distributed to the Project Representative 46 2. Hard Copy Distribution (if required in lieu of electronic distribution) 47 01 33 00 - 5 DAP SUBMITTALS Page 5 of 8 CITY OF FORT WORTH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Mattison Addition, Lots 16-24, Block 1 Revised August 30, 2013 City Project No. CPN 103256 a. Shop Drawings 1 1) Distributed to the City 2 2) Copies 3 a) 8 copies for mechanical submittals 4 b) 7 copies for all other submittals 5 c) If Contractor requires more than 3 copies of Shop Drawings returned, 6 Contractor shall submit more than the number of copies listed above. 7 b. Product Data 8 1) Distributed to the City 9 2) Copies 10 a) 4 copies 11 c. Samples 12 1) Distributed to the Project Representative 13 2) Copies 14 a) Submit the number stated in the respective Specification Sections. 15 3. Distribute reproductions of approved shop drawings and copies of approved 16 product data and samples, where required, to the job site file and elsewhere as 17 directed by the City. 18 a. Provide number of copies as directed by the City but not exceeding the number 19 previously specified. 20 K. Submittal Review 21 1. The review of shop drawings, data and samples will be for general conformance 22 with the design concept and Contract Documents. This is not to be construed as: 23 a. Permitting any departure from the Contract requirements 24 b. Relieving the Contractor of responsibility for any errors, including details, 25 dimensions, and materials 26 c. Approving departures from details furnished by the City, except as otherwise 27 provided herein 28 2. The review and approval of shop drawings, samples or product data by the City 29 does not relieve the Contractor from his/her responsibility with regard to the 30 fulfillment of the terms of the Contract. 31 a. All risks of error and omission are assumed by the Contractor, and the City will 32 have no responsibility therefore. 33 3. The Contractor remains responsible for details and accuracy, for coordinating the 34 Work with all other associated work and trades, for selecting fabrication processes, 35 for techniques of assembly and for performing Work in a safe manner. 36 4. If the shop drawings, data or samples as submitted describe variations and show a 37 departure from the Contract requirements which City finds to be in the interest of 38 the City and to be so minor as not to involve a change in Contract Price or time for 39 performance, the City may return the reviewed drawings without noting an 40 exception. 41 5. Submittals will be returned to the Contractor under 1 of the following codes: 42 a. Code 1 43 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or 44 comments on the submittal. 45 a) When returned under this code the Contractor may release the 46 equipment and/or material for manufacture. 47 b. Code 2 48 01 33 00 - 6 DAP SUBMITTALS Page 6 of 8 CITY OF FORT WORTH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Mattison Addition, Lots 16-24, Block 1 Revised August 30, 2013 City Project No. CPN 103256 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of 1 the notations and comments IS NOT required by the Contractor. 2 a) The Contractor may release the equipment or material for manufacture; 3 however, all notations and comments must be incorporated into the 4 final product. 5 c. Code 3 6 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is 7 assigned when notations and comments are extensive enough to require a 8 resubmittal of the package. 9 a) The Contractor may release the equipment or material for manufacture; 10 however, all notations and comments must be incorporated into the 11 final product. 12 b) This resubmittal is to address all comments, omissions and 13 non-conforming items that were noted. 14 c) Resubmittal is to be received by the City within 15 Calendar Days of 15 the date of the City's transmittal requiring the resubmittal. 16 d. Code 4 17 1) "NOT APPROVED" is assigned when the submittal does not meet the 18 intent of the Contract Documents. 19 a) The Contractor must resubmit the entire package revised to bring the 20 submittal into conformance. 21 b) It may be necessary to resubmit using a different manufacturer/vendor 22 to meet the Contract Documents. 23 6. Resubmittals 24 a. Handled in the same manner as first submittals 25 1) Corrections other than requested by the City 26 2) Marked with revision triangle or other similar method 27 a) At Contractor’s risk if not marked 28 b. Submittals for each item will be reviewed no more than twice at the City’s 29 expense. 30 1) All subsequent reviews will be performed at times convenient to the City 31 and at the Contractor's expense, based on the City's or City 32 Representative’s then prevailing rates. 33 2) Provide Contractor reimbursement to the City within 30 Calendar Days for 34 all such fees invoiced by the City. 35 c. The need for more than 1 resubmission or any other delay in obtaining City's 36 review of submittals, will not entitle the Contractor to an extension of Contract 37 Time. 38 7. Partial Submittals 39 a. City reserves the right to not review submittals deemed partial, at the City’s 40 discretion. 41 b. Submittals deemed by the City to be not complete will be returned to the 42 Contractor, and will be considered "Not Approved" until resubmitted. 43 c. The City may at its option provide a list or mark the submittal directing the 44 Contractor to the areas that are incomplete. 45 8. If the Contractor considers any correction indicated on the shop drawings to 46 constitute a change to the Contract Documents, then written notice must be 47 provided thereof to the Developer at least 7 Calendar Days prior to release for 48 manufacture. 49 01 33 00 - 7 DAP SUBMITTALS Page 7 of 8 CITY OF FORT WORTH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Mattison Addition, Lots 16-24, Block 1 Revised August 30, 2013 City Project No. CPN 103256 9. When the shop drawings have been completed to the satisfaction of the City, the 1 Contractor may carry out the construction in accordance therewith and no further 2 changes therein except upon written instructions from the City. 3 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days 4 following receipt of submittal by the City. 5 L. Mock ups 6 1. Mock Up units as specified in individual Sections, include, but are not necessarily 7 limited to, complete units of the standard of acceptance for that type of Work to be 8 used on the Project. Remove at the completion of the Work or when directed. 9 M. Qualifications 10 1. If specifically required in other Sections of these Specifications, submit a P.E. 11 Certification for each item required. 12 N. Request for Information (RFI) 13 1. Contractor Request for additional information 14 a. Clarification or interpretation of the contract documents 15 b. When the Contractor believes there is a conflict between Contract Documents 16 c. When the Contractor believes there is a conflict between the Drawings and 17 Specifications 18 1) Identify the conflict and request clarification 19 2. Sufficient information shall be attached to permit a written response without further 20 information. 21 22 23 24 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 31 1.11 FIELD [SITE] CONDITIONS [NOT USED] 32 1.12 WARRANTY [NOT USED] 33 01 33 00 - 8 DAP SUBMITTALS Page 8 of 8 CITY OF FORT WORTH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Mattison Addition, Lots 16-24, Block 1 Revised August 30, 2013 City Project No. CPN 103256 PART 2 - PRODUCTS [NOT USED] 1 PART 3 - EXECUTION [NOT USED] 2 END OF SECTION 3 4 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days 5 01 35 13 - 1 DAP SPECIAL PROJECT PROCEDURES Page 1 of 7 CITY OF FORT WORTH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Mattison Addition, Lots 16-24, Block 1 Revised August 30, 2013 City Project No. CPN 103256 SECTION 01 35 13 1 SPECIAL PROJECT PROCEDURES 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. The procedures for special project circumstances that includes, but is not limited to: 6 a. Coordination with the Texas Department of Transportation 7 b. Work near High Voltage Lines 8 c. Confined Space Entry Program 9 d. Air Pollution Watch Days 10 e. Use of Explosives, Drop Weight, Etc. 11 f. Water Department Notification 12 g. Public Notification Prior to Beginning Construction 13 h. Coordination with United States Army Corps of Engineers 14 i. Coordination within Railroad permits areas 15 j. Dust Control 16 k. Employee Parking 17 B. Deviations from this City of Fort Worth Standard Specification 18 1. None. 19 C. Related Specification Sections include, but are not necessarily limited to: 20 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 21 2. Division 1 – General Requirements 22 3. Section 33 12 25 – Connection to Existing Water Mains 23 24 1.2 REFERENCES 25 A. Reference Standards 26 1. Reference standards cited in this Specification refer to the current reference 27 standard published at the time of the latest revision date logged at the end of this 28 Specification, unless a date is specifically cited. 29 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 30 High Voltage Overhead Lines. 31 3. North Central Texas Council of Governments (NCTCOG) – Clean Construction 32 Specification 33 1.3 ADMINISTRATIVE REQUIREMENTS 34 A. Coordination with the Texas Department of Transportation 35 1. When work in the right-of-way which is under the jurisdiction of the Texas 36 Department of Transportation (TxDOT): 37 a. Notify the Texas Department of Transportation prior to commencing any work 38 therein in accordance with the provisions of the permit 39 01 35 13 - 2 DAP SPECIAL PROJECT PROCEDURES Page 2 of 7 CITY OF FORT WORTH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Mattison Addition, Lots 16-24, Block 1 Revised August 30, 2013 City Project No. CPN 103256 b. All work performed in the TxDOT right-of-way shall be performed in 1 compliance with and subject to approval from the Texas Department of 2 Transportation 3 B. Work near High Voltage Lines 4 1. Regulatory Requirements 5 a. All Work near High Voltage Lines (more than 600 volts measured between 6 conductors or between a conductor and the ground) shall be in accordance with 7 Health and Safety Code, Title 9, Subtitle A, Chapter 752. 8 2. Warning sign 9 a. Provide sign of sufficient size meeting all OSHA requirements. 10 3. Equipment operating within 10 feet of high voltage lines will require the following 11 safety features 12 a. Insulating cage-type of guard about the boom or arm 13 b. Insulator links on the lift hook connections for back hoes or dippers 14 c. Equipment must meet the safety requirements as set forth by OSHA and the 15 safety requirements of the owner of the high voltage lines 16 4. Work within 6 feet of high voltage electric lines 17 a. Notification shall be given to: 18 1) The power company (example: ONCOR) 19 a) Maintain an accurate log of all such calls to power company and record 20 action taken in each case. 21 b. Coordination with power company 22 1) After notification coordinate with the power company to: 23 a) Erect temporary mechanical barriers, de-energize the lines, or raise or 24 lower the lines 25 c. No personnel may work within 6 feet of a high voltage line before the above 26 requirements have been met. 27 C. Confined Space Entry Program 28 1. Provide and follow approved Confined Space Entry Program in accordance with 29 OSHA requirements. 30 2. Confined Spaces include: 31 a. Manholes 32 b. All other confined spaces in accordance with OSHA’s Permit Required for 33 Confined Spaces 34 D. Use of Explosives, Drop Weight, Etc. 35 1. When Contract Documents permit on the project the following will apply: 36 a. Public Notification 37 1) Submit notice to City and proof of adequate insurance coverage, 24 hours 38 prior to commencing. 39 2) Minimum 24 hour public notification in accordance with Section 01 31 13 40 E. Water Department Coordination 41 1. During the construction of this project, it will be necessary to deactivate, for a 42 period of time, existing lines. The Contractor shall be required to coordinate with 43 the Water Department to determine the best times for deactivating and activating 44 those lines. 45 01 35 13 - 3 DAP SPECIAL PROJECT PROCEDURES Page 3 of 7 CITY OF FORT WORTH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Mattison Addition, Lots 16-24, Block 1 Revised August 30, 2013 City Project No. CPN 103256 2. Coordinate any event that will require connecting to or the operation of an existing 1 City water line system with the City’s representative. 2 a. Coordination shall be in accordance with Section 33 12 25. 3 b. If needed, obtain a hydrant water meter from the Water Department for use 4 during the life of named project. 5 c. In the event that a water valve on an existing live system be turned off and on 6 to accommodate the construction of the project is required, coordinate this 7 activity through the appropriate City representative. 8 1) Do not operate water line valves of existing water system. 9 a) Failure to comply will render the Contractor in violation of Texas Penal 10 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 11 will be prosecuted to the full extent of the law. 12 b) In addition, the Contractor will assume all liabilities and 13 responsibilities as a result of these actions. 14 F. Public Notification Prior to Beginning Construction 15 1. Prior to beginning construction on any block in the project, on a block by block 16 basis, prepare and deliver a notice or flyer of the pending construction to the front 17 door of each residence or business that will be impacted by construction. The notice 18 shall be prepared as follows: 19 a. Post notice or flyer 7 days prior to beginning any construction activity on each 20 block in the project area. 21 1) Prepare flyer on the Contractor’s letterhead and include the following 22 information: 23 a) Name of Project 24 b) City Project No (CPN) 25 c) Scope of Project (i.e. type of construction activity) 26 d) Actual construction duration within the block 27 e) Name of the contractor’s foreman and phone number 28 f) Name of the City’s inspector and phone number 29 g) City’s after-hours phone number 30 2) A sample of the ‘pre-construction notification’ flyer is attached as Exhibit 31 A. 32 3) Submit schedule showing the construction start and finish time for each 33 block of the project to the inspector. 34 4) Deliver flyer to the City Inspector for review prior to distribution. 35 b. No construction will be allowed to begin on any block until the flyer is 36 delivered to all residents of the block. 37 G. Public Notification of Temporary Water Service Interruption during Construction 38 1. In the event it becomes necessary to temporarily shut down water service to 39 residents or businesses during construction, prepare and deliver a notice or flyer of 40 the pending interruption to the front door of each affected resident. 41 2. Prepared notice as follows: 42 a. The notification or flyer shall be posted 24 hours prior to the temporary 43 interruption. 44 b. Prepare flyer on the contractor’s letterhead and include the following 45 information: 46 1) Name of the project 47 2) City Project Number 48 01 35 13 - 4 DAP SPECIAL PROJECT PROCEDURES Page 4 of 7 CITY OF FORT WORTH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Mattison Addition, Lots 16-24, Block 1 Revised August 30, 2013 City Project No. CPN 103256 3) Date of the interruption of service 1 4) Period the interruption will take place 2 5) Name of the contractor’s foreman and phone number 3 6) Name of the City’s inspector and phone number 4 c. A sample of the temporary water service interruption notification is attached as 5 Exhibit B. 6 d. Deliver a copy of the temporary interruption notification to the City inspector 7 for review prior to being distributed. 8 e. No interruption of water service can occur until the flyer has been delivered to 9 all affected residents and businesses. 10 f. Electronic versions of the sample flyers can be obtained from the Project 11 Construction Inspector. 12 H. Coordination with United States Army Corps of Engineers (USACE) 13 1. At locations in the Project where construction activities occur in areas where 14 USACE permits are required, meet all requirements set forth in each designated 15 permit. 16 I. Coordination within Railroad Permit Areas 17 1. At locations in the project where construction activities occur in areas where 18 railroad permits are required, meet all requirements set forth in each designated 19 railroad permit. This includes, but is not limited to, provisions for: 20 a. Flagmen 21 b. Inspectors 22 c. Safety training 23 d. Additional insurance 24 e. Insurance certificates 25 f. Other employees required to protect the right-of-way and property of the 26 Railroad Company from damage arising out of and/or from the construction of 27 the project. Proper utility clearance procedures shall be used in accordance 28 with the permit guidelines. 29 2. Obtain any supplemental information needed to comply with the railroad’s 30 requirements. 31 J. Dust Control 32 1. Use acceptable measures to control dust at the Site. 33 a. If water is used to control dust, capture and properly dispose of waste water. 34 b. If wet saw cutting is performed, capture and properly dispose of slurry. 35 K. Employee Parking 36 1. Provide parking for employees at locations approved by the City. 37 01 35 13 - 5 DAP SPECIAL PROJECT PROCEDURES Page 5 of 7 CITY OF FORT WORTH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Mattison Addition, Lots 16-24, Block 1 Revised August 30, 2013 City Project No. CPN 103256 1.4 SUBMITTALS [NOT USED] 1 1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2 1.6 CLOSEOUT SUBMITTALS [NOT USED] 3 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.8 QUALITY ASSURANCE [NOT USED] 5 1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6 1.10 FIELD [SITE] CONDITIONS [NOT USED] 7 1.11 WARRANTY [NOT USED] 8 PART 2 - PRODUCTS [NOT USED] 9 PART 3 - EXECUTION [NOT USED] 10 END OF SECTION 11 12 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.3.B – Added requirement of compliance with Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. 13 01 35 13 - 6 DAP SPECIAL PROJECT PROCEDURES Page 6 of 7 CITY OF FORT WORTH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Mattison Addition, Lots 16-24, Block 1 Revised August 30, 2013 City Project No. CPN 103256 EXHIBIT A 1 (To be printed on Contractor’s Letterhead) 2 3 4 5 Date: 6 7 CPN No.: 8 Project Name: 9 Mapsco Location: 10 Limits of Construction: 11 12 13 14 15 16 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT 17 WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR 18 PROPERTY. 19 20 CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE 21 OF THIS NOTICE. 22 23 IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER 24 ISSUE, PLEASE CALL: 25 26 27 Mr. <CONTRACTOR’S SUPERINTENDENT> AT <TELEPHONE NO.> 28 29 OR 30 31 Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> 32 33 AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 34 35 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL 36 37 01 35 13 - 7 DAP SPECIAL PROJECT PROCEDURES Page 7 of 7 CITY OF FORT WORTH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Mattison Addition, Lots 16-24, Block 1 Revised August 30, 2013 City Project No. CPN 103256 EXHIBIT B 1 2 3 4 01 45 23 DAP TESTING AND INSPECTION SERVICES Page 1 of 2 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Revised March 20, 2020 Bowie House Hotel & Townhomes Mattison Addition, Lots 16-24, Block 1 City Project No. CPN 103256 SECTION 01 45 23 TESTING AND INSPECTION SERVICES PART 1 - GENERAL 1.1 SUMMARY 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. 01 45 23 DAP TESTING AND INSPECTION SERVICES Page 2 of 2 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Revised March 20, 2020 Bowie House Hotel & Townhomes Mattison Addition, Lots 16-24, Block 1 City Project No. CPN 103256 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. Magaña Removed reference to Buzzsaw and noted that electronic submittals be uploaded through the City’s document management system. 01 50 00 - 1 DAP TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 CITY OF FORT WORTH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Mattison Addition, Lots 16-24, Block 1 Revised JULY 1, 2011 City Project No. CPN 103256 SECTION 01 50 00 1 TEMPORARY FACILITIES AND CONTROLS 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. Provide temporary facilities and controls needed for the Work including, but not 6 necessarily limited to: 7 a. Temporary utilities 8 b. Sanitary facilities 9 c. Storage Sheds and Buildings 10 d. Dust control 11 e. Temporary fencing of the construction site 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 – General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Temporary Utilities 24 1. Obtaining Temporary Service 25 a. Make arrangements with utility service companies for temporary services. 26 b. Abide by rules and regulations of utility service companies or authorities 27 having jurisdiction. 28 c. Be responsible for utility service costs until Work is approved for Final 29 Acceptance. 30 1) Included are fuel, power, light, heat and other utility services necessary for 31 execution, completion, testing and initial operation of Work. 32 2. Water 33 a. Contractor to provide water required for and in connection with Work to be 34 performed and for specified tests of piping, equipment, devices or other use as 35 required for the completion of the Work. 36 b. Provide and maintain adequate supply of potable water for domestic 37 consumption by Contractor personnel and City’s Project Representatives. 38 c. Coordination 39 1) Contact City 1 week before water for construction is desired 40 01 50 00 - 2 DAP TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 CITY OF FORT WORTH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Mattison Addition, Lots 16-24, Block 1 Revised JULY 1, 2011 City Project No. CPN 103256 d. Contractor Payment for Construction Water 1 1) Obtain construction water meter from City for payment as billed by City’s 2 established rates. 3 3. Electricity and Lighting 4 a. Provide and pay for electric powered service as required for Work, including 5 testing of Work. 6 1) Provide power for lighting, operation of equipment, or other use. 7 b. Electric power service includes temporary power service or generator to 8 maintain operations during scheduled shutdown. 9 4. Telephone 10 a. Provide emergency telephone service at Site for use by Contractor personnel 11 and others performing work or furnishing services at Site. 12 5. Temporary Heat and Ventilation 13 a. Provide temporary heat as necessary for protection or completion of Work. 14 b. Provide temporary heat and ventilation to assure safe working conditions. 15 B. Sanitary Facilities 16 1. Provide and maintain sanitary facilities for persons on Site. 17 a. Comply with regulations of State and local departments of health. 18 2. Enforce use of sanitary facilities by construction personnel at job site. 19 a. Enclose and anchor sanitary facilities. 20 b. No discharge will be allowed from these facilities. 21 c. Collect and store sewage and waste so as not to cause nuisance or health 22 problem. 23 d. Haul sewage and waste off-site at no less than weekly intervals and properly 24 dispose in accordance with applicable regulation. 25 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 26 4. Remove facilities at completion of Project 27 C. Storage Sheds and Buildings 28 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor 29 above ground level for materials and equipment susceptible to weather damage. 30 2. Storage of materials not susceptible to weather damage may be on blocks off 31 ground. 32 3. Store materials in a neat and orderly manner. 33 a. Place materials and equipment to permit easy access for identification, 34 inspection and inventory. 35 4. Equip building with lockable doors and lighting, and provide electrical service for 36 equipment space heaters and heating or ventilation as necessary to provide storage 37 environments acceptable to specified manufacturers. 38 5. Fill and grade site for temporary structures to provide drainage away from 39 temporary and existing buildings. 40 6. Remove building from site prior to Final Acceptance. 41 D. Temporary Fencing 42 1. Provide and maintain for the duration or construction when required in contract 43 documents 44 E. Dust Control 45 01 50 00 - 3 DAP TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 CITY OF FORT WORTH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Mattison Addition, Lots 16-24, Block 1 Revised JULY 1, 2011 City Project No. CPN 103256 1. Contractor is responsible for maintaining dust control through the duration of the 1 project. 2 a. Contractor remains on-call at all times 3 b. Must respond in a timely manner 4 F. Temporary Protection of Construction 5 1. Contractor or subcontractors are responsible for protecting Work from damage due 6 to weather. 7 1.5 SUBMITTALS [NOT USED] 8 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 9 1.7 CLOSEOUT SUBMITTALS [NOT USED] 10 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 11 1.9 QUALITY ASSURANCE [NOT USED] 12 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 13 1.11 FIELD [SITE] CONDITIONS [NOT USED] 14 1.12 WARRANTY [NOT USED] 15 PART 2 - PRODUCTS [NOT USED] 16 PART 3 - EXECUTION [NOT USED] 17 3.1 INSTALLERS [NOT USED] 18 3.2 EXAMINATION [NOT USED] 19 3.3 PREPARATION [NOT USED] 20 3.4 INSTALLATION 21 A. Temporary Facilities 22 1. Maintain all temporary facilities for duration of construction activities as needed. 23 3.5 [REPAIR] / [RESTORATION] 24 3.6 RE-INSTALLATION 25 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 26 3.8 SYSTEM STARTUP [NOT USED] 27 3.9 ADJUSTING [NOT USED] 28 3.10 CLEANING [NOT USED] 29 3.11 CLOSEOUT ACTIVITIES 30 A. Temporary Facilities 31 01 50 00 - 4 DAP TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 CITY OF FORT WORTH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Mattison Addition, Lots 16-24, Block 1 Revised JULY 1, 2011 City Project No. CPN 103256 1. Remove all temporary facilities and restore area after completion of the Work, to a 1 condition equal to or better than prior to start of Work. 2 3.12 PROTECTION [NOT USED] 3 3.13 MAINTENANCE [NOT USED] 4 3.14 ATTACHMENTS [NOT USED] 5 END OF SECTION 6 7 Revision Log DATE NAME SUMMARY OF CHANGE 8 01 55 26 - 1 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 CITY OF FORT WORTH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Mattison Addition, Lots 16-24, Block 1 Revised July 1, 2011 City Project No. CPN 103256 SECTION 01 55 26 1 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. Administrative procedures for: 6 a. Street Use Permit 7 b. Modification of approved traffic control 8 c. Removal of Street Signs 9 B. Deviations from this City of Fort Worth Standard Specification 10 1. None. 11 C. Related Specification Sections include, but are not necessarily limited to: 12 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 13 2. Division 1 – General Requirements 14 3. Section 34 71 13 – Traffic Control 15 1.2 PRICE AND PAYMENT PROCEDURES 16 A. Measurement and Payment 17 1. Work associated with this Item is considered subsidiary to the various Items bid. 18 No separate payment will be allowed for this Item. 19 1.3 REFERENCES 20 A. Reference Standards 21 1. Reference standards cited in this specification refer to the current reference standard 22 published at the time of the latest revision date logged at the end of this 23 specification, unless a date is specifically cited. 24 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 25 1.4 ADMINISTRATIVE REQUIREMENTS 26 A. Traffic Control 27 1. General 28 a. When traffic control plans are included in the Drawings, provide Traffic 29 Control in accordance with Drawings and Section 34 71 13. 30 b. When traffic control plans are not included in the Drawings, prepare traffic 31 control plans in accordance with Section 34 71 13 and submit to City for 32 review. 33 1) Allow minimum 10 working days for review of proposed Traffic Control. 34 B. Street Use Permit 35 1. Prior to installation of Traffic Control, a City Street Use Permit is required. 36 a. To obtain Street Use Permit, submit Traffic Control Plans to City 37 Transportation and Public Works Department. 38 01 55 26 - 2 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 CITY OF FORT WORTH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Mattison Addition, Lots 16-24, Block 1 Revised July 1, 2011 City Project No. CPN 103256 1) Allow a minimum of 5 working days for permit review. 1 2) Contractor’s responsibility to coordinate review of Traffic Control plans for 2 Street Use Permit, such that construction is not delayed. 3 C. Modification to Approved Traffic Control 4 1. Prior to installation traffic control: 5 a. Submit revised traffic control plans to City Department Transportation and 6 Public Works Department. 7 1) Revise Traffic Control plans in accordance with Section 34 71 13. 8 2) Allow minimum 5 working days for review of revised Traffic Control. 9 3) It is the Contractor’s responsibility to coordinate review of Traffic Control 10 plans for Street Use Permit, such that construction is not delayed. 11 D. Removal of Street Sign 12 1. If it is determined that a street sign must be removed for construction, then contact 13 City Transportation and Public Works Department, Signs and Markings Division to 14 remove the sign. 15 E. Temporary Signage 16 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting 17 requirements of the latest edition of the Texas Manual on Uniform Traffic Control 18 Devices (MUTCD). 19 2. Install temporary sign before the removal of permanent sign. 20 3. When construction is complete, to the extent that the permanent sign can be 21 reinstalled, contact the City Transportation and Public Works Department, Signs 22 and Markings Division, to reinstall the permanent sign. 23 F. Traffic Control Standards 24 1. Traffic Control Standards can be found on the City’s Buzzsaw website. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 31 1.11 FIELD [SITE] CONDITIONS [NOT USED] 32 1.12 WARRANTY [NOT USED] 33 PART 2 - PRODUCTS [NOT USED] 34 PART 3 - EXECUTION [NOT USED] 35 END OF SECTION 36 01 55 26 - 3 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 CITY OF FORT WORTH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Mattison Addition, Lots 16-24, Block 1 Revised July 1, 2011 City Project No. CPN 103256 1 Revision Log DATE NAME SUMMARY OF CHANGE 2 01 57 13 - 1 DAP STORM WATER POLLUTION PREVENTION Page 1 of 3 CITY OF FORT WORTH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Mattison Addition, Lots 16-24, Block 1 Revised July 1, 2011 City Project No. CPN 103256 SECTION 01 57 13 1 STORM WATER POLLUTION PREVENTION 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. Procedures for Storm Water Pollution Prevention Plans 6 B. Deviations from this City of Fort Worth Standard Specification 7 1. None. 8 C. Related Specification Sections include, but are not necessarily limited to: 9 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the 10 Contract 11 2. Division 1 – General Requirements 12 3. Section 31 25 00 – Erosion and Sediment Control 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Construction Activities resulting in less than 1 acre of disturbance 16 a. Work associated with this Item is considered subsidiary to the various Items 17 bid. No separate payment will be allowed for this Item. 18 2. Construction Activities resulting in greater than 1 acre of disturbance 19 a. Measurement and Payment shall be in accordance with Section 31 25 00. 20 1.3 REFERENCES 21 A. Abbreviations and Acronyms 22 1. Notice of Intent: NOI 23 2. Notice of Termination: NOT 24 3. Storm Water Pollution Prevention Plan: SWPPP 25 4. Texas Commission on Environmental Quality: TCEQ 26 5. Notice of Change: NOC 27 A. Reference Standards 28 1. Reference standards cited in this Specification refer to the current reference 29 standard published at the time of the latest revision date logged at the end of this 30 Specification, unless a date is specifically cited. 31 2. Integrated Storm Management (iSWM) Technical Manual for Construction 32 Controls 33 1.4 ADMINISTRATIVE REQUIREMENTS 34 A. General 35 1. Contractor is responsible for resolution and payment of any fines issued associated 36 with compliance to Stormwater Pollution Prevention Plan. 37 01 57 13 - 2 DAP STORM WATER POLLUTION PREVENTION Page 2 of 3 CITY OF FORT WORTH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Mattison Addition, Lots 16-24, Block 1 Revised July 1, 2011 City Project No. CPN 103256 B. Construction Activities resulting in: 1 1. Less than 1 acre of disturbance 2 a. Provide erosion and sediment control in accordance with Section 31 25 00 and 3 Drawings. 4 2. 1 to less than 5 acres of disturbance 5 a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 6 Permit is required 7 b. Complete SWPPP in accordance with TCEQ requirements 8 1) TCEQ Small Construction Site Notice Required under general permit 9 TXR150000 10 a) Sign and post at job site 11 b) Prior to Preconstruction Meeting, send 1 copy to City Department of 12 Transportation and Public Works, Environmental Division, (817) 392-13 6088. 14 2) Provide erosion and sediment control in accordance with: 15 a) Section 31 25 00 16 b) The Drawings 17 c) TXR150000 General Permit 18 d) SWPPP 19 e) TCEQ requirements 20 3. 5 acres or more of Disturbance 21 a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 22 Permit is required 23 b. Complete SWPPP in accordance with TCEQ requirements 24 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee 25 a) Sign and post at job site 26 b) Send copy to City Department of Transportation and Public Works, 27 Environmental Division, (817) 392-6088. 28 2) TCEQ Notice of Change required if making changes or updates to NOI 29 3) Provide erosion and sediment control in accordance with: 30 a) Section 31 25 00 31 b) The Drawings 32 c) TXR150000 General Permit 33 d) SWPPP 34 e) TCEQ requirements 35 4) Once the project has been completed and all the closeout requirements of 36 TCEQ have been met a TCEQ Notice of Termination can be submitted. 37 a) Send copy to City Department of Transportation and Public Works, 38 Environmental Division, (817) 392-6088. 39 1.5 SUBMITTALS 40 A. SWPPP 41 1. Submit in accordance with Section 01 33 00, except as stated herein. 42 a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City 43 as follows: 44 1) 1 copy to the City Project Manager 45 a) City Project Manager will forward to the City Department of 46 Transportation and Public Works, Environmental Division for review 47 01 57 13 - 3 DAP STORM WATER POLLUTION PREVENTION Page 3 of 3 CITY OF FORT WORTH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Mattison Addition, Lots 16-24, Block 1 Revised July 1, 2011 City Project No. CPN 103256 B. Modified SWPPP 1 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City 2 in accordance with Section 01 33 00. 3 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 4 1.7 CLOSEOUT SUBMITTALS [NOT USED] 5 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 6 1.9 QUALITY ASSURANCE [NOT USED] 7 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 8 1.11 FIELD [SITE] CONDITIONS [NOT USED] 9 1.12 WARRANTY [NOT USED] 10 PART 2 - PRODUCTS [NOT USED] 11 PART 3 - EXECUTION [NOT USED] 12 END OF SECTION 13 14 Revision Log DATE NAME SUMMARY OF CHANGE 15 01 60 00 DAP PRODUCT REQUIREMENTS Page 1 of 2 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Revised March 20, 2020 Bowie House Hotel & Townhomes Mattison Addition, Lots 16-24, Block 1 City Project No. CPN 103256 SECTION 01 60 00 PRODUCT REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. References for Product Requirements and City Standard Products List B. Deviations from this City of Fort Worth Standard Specification 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://apps.fortworthtexas.gov/ProjectResources/ 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] 01 60 00 DAP PRODUCT REQUIREMENTS Page 2 of 2 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Revised March 20, 2020 Bowie House Hotel & Townhomes Mattison Addition, Lots 16-24, Block 1 City Project No. CPN 103256 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. Magaña Removed reference to Buzzsaw and noted that the City approved products list is accessible through the City’s website. 01 66 00 - 1 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 CITY OF FORT WORTH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Mattison Addition, Lots 16-24, Block 1 Revised April 7, 2014 City Project No. CPN 103256 SECTION 01 66 00 1 PRODUCT STORAGE AND HANDLING REQUIREMENTS 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. Scheduling of product delivery 6 2. Packaging of products for delivery 7 3. Protection of products against damage from: 8 a. Handling 9 b. Exposure to elements or harsh environments 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 – General Requirements 15 1.2 PRICE AND PAYMENT PROCEDURES 16 A. Measurement and Payment 17 1. Work associated with this Item is considered subsidiary to the various Items bid. 18 No separate payment will be allowed for this Item. 19 1.3 REFERENCES [NOT USED] 20 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 21 1.5 SUBMITTALS [NOT USED] 22 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 23 1.7 CLOSEOUT SUBMITTALS [NOT USED] 24 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 25 1.9 QUALITY ASSURANCE [NOT USED] 26 1.10 DELIVERY AND HANDLING 27 A. Delivery Requirements 28 1. Schedule delivery of products or equipment as required to allow timely installation 29 and to avoid prolonged storage. 30 2. Provide appropriate personnel and equipment to receive deliveries. 31 3. Delivery trucks will not be permitted to wait extended periods of time on the Site 32 for personnel or equipment to receive the delivery. 33 01 66 00 - 2 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 CITY OF FORT WORTH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Mattison Addition, Lots 16-24, Block 1 Revised April 7, 2014 City Project No. CPN 103256 4. Deliver products or equipment in manufacturer's original unbroken cartons or other 1 containers designed and constructed to protect the contents from physical or 2 environmental damage. 3 5. Clearly and fully mark and identify as to manufacturer, item and installation 4 location. 5 6. Provide manufacturer's instructions for storage and handling. 6 B. Handling Requirements 7 1. Handle products or equipment in accordance with these Contract Documents and 8 manufacturer’s recommendations and instructions. 9 C. Storage Requirements 10 1. Store materials in accordance with manufacturer’s recommendations and 11 requirements of these Specifications. 12 2. Make necessary provisions for safe storage of materials and equipment. 13 a. Place loose soil materials and materials to be incorporated into Work to prevent 14 damage to any part of Work or existing facilities and to maintain free access at 15 all times to all parts of Work and to utility service company installations in 16 vicinity of Work. 17 3. Keep materials and equipment neatly and compactly stored in locations that will 18 cause minimum inconvenience to other contractors, public travel, adjoining owners, 19 tenants and occupants. 20 a. Arrange storage to provide easy access for inspection. 21 4. Restrict storage to areas available on construction site for storage of material and 22 equipment as shown on Drawings, or approved by City’s Project Representative. 23 5. Provide off-site storage and protection when on-site storage is not adequate. 24 a. Provide addresses of and access to off-site storage locations for inspection by 25 City’s Project Representative. 26 6. Do not use lawns, grass plots or other private property for storage purposes without 27 written permission of owner or other person in possession or control of premises. 28 7. Store in manufacturers’ unopened containers. 29 8. Neatly, safely and compactly stack materials delivered and stored along line of 30 Work to avoid inconvenience and damage to property owners and general public 31 and maintain at least 3 feet from fire hydrant. 32 9. Keep public and private driveways and street crossings open. 33 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to 34 satisfaction of City’s Project Representative. 35 a. Total length which materials may be distributed along route of construction at 36 one time is 1,000 linear feet, unless otherwise approved in writing by City’s 37 Project Representative. 38 01 66 00 - 3 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 CITY OF FORT WORTH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Mattison Addition, Lots 16-24, Block 1 Revised April 7, 2014 City Project No. CPN 103256 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1 1.12 WARRANTY [NOT USED] 2 PART 2 - PRODUCTS [NOT USED] 3 PART 3 - EXECUTION 4 3.1 INSTALLERS [NOT USED] 5 3.2 EXAMINATION [NOT USED] 6 3.3 PREPARATION [NOT USED] 7 3.4 ERECTION [NOT USED] 8 3.5 REPAIR / RESTORATION [NOT USED] 9 3.6 RE-INSTALLATION [NOT USED] 10 3.7 FIELD [OR] SITE QUALITY CONTROL 11 A. Tests and Inspections 12 1. Inspect all products or equipment delivered to the site prior to unloading. 13 B. Non-Conforming Work 14 1. Reject all products or equipment that are damaged, used or in any other way 15 unsatisfactory for use on the project. 16 3.8 SYSTEM STARTUP [NOT USED] 17 3.9 ADJUSTING [NOT USED] 18 3.10 CLEANING [NOT USED] 19 3.11 CLOSEOUT ACTIVITIES [NOT USED] 20 3.12 PROTECTION 21 A. Protect all products or equipment in accordance with manufacturer's written directions. 22 B. Store products or equipment in location to avoid physical damage to items while in 23 storage. 24 C. Protect equipment from exposure to elements and keep thoroughly dry if required by 25 the manufacturer. 26 3.13 MAINTENANCE [NOT USED] 27 3.14 ATTACHMENTS [NOT USED] 28 END OF SECTION 29 30 01 66 00 - 4 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 CITY OF FORT WORTH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Mattison Addition, Lots 16-24, Block 1 Revised April 7, 2014 City Project No. CPN 103256 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application 1 01 70 00 - 1 DAP MOBILIZATION AND REMOBILIZATION Page 1 of 4 CITY OF FORT WORTH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Mattison Addition, Lots 16-24, Block 1 Revised April 7, 2014 City Project No. CPN 103256 SECTION 01 70 00 1 MOBILIZATION AND REMOBILIZATION 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. Mobilization and Demobilization 6 a. Mobilization 7 1) Transportation of Contractor’s personnel, equipment, and operating supplies 8 to the Site 9 2) Establishment of necessary general facilities for the Contractor’s operation 10 at the Site 11 3) Premiums paid for performance and payment bonds 12 4) Transportation of Contractor’s personnel, equipment, and operating supplies 13 to another location within the designated Site 14 5) Relocation of necessary general facilities for the Contractor’s operation 15 from 1 location to another location on the Site. 16 b. Demobilization 17 1) Transportation of Contractor’s personnel, equipment, and operating supplies 18 away from the Site including disassembly 19 2) Site Clean-up 20 3) Removal of all buildings and/or other facilities assembled at the Site for this 21 Contract 22 c. Mobilization and Demobilization do not include activities for specific items of 23 work that are for which payment is provided elsewhere in the contract. 24 2. Remobilization 25 a. Remobilization for Suspension of Work specifically required in the Contract 26 Documents or as required by City includes: 27 1) Demobilization 28 a) Transportation of Contractor’s personnel, equipment, and operating 29 supplies from the Site including disassembly or temporarily securing 30 equipment, supplies, and other facilities as designated by the Contract 31 Documents necessary to suspend the Work. 32 b) Site Clean-up as designated in the Contract Documents 33 2) Remobilization 34 a) Transportation of Contractor’s personnel, equipment, and operating 35 supplies to the Site necessary to resume the Work. 36 b) Establishment of necessary general facilities for the Contractor’s 37 operation at the Site necessary to resume the Work. 38 3) No Payments will be made for: 39 a) Mobilization and Demobilization from one location to another on the 40 Site in the normal progress of performing the Work. 41 b) Stand-by or idle time 42 c) Lost profits 43 3. Mobilizations and Demobilization for Miscellaneous Projects 44 a. Mobilization and Demobilization 45 01 70 00 - 2 DAP MOBILIZATION AND REMOBILIZATION Page 2 of 4 CITY OF FORT WORTH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Mattison Addition, Lots 16-24, Block 1 Revised April 7, 2014 City Project No. CPN 103256 1) Mobilization shall consist of the activities and cost on a Work Order basis 1 necessary for: 2 a) Transportation of Contractor’s personnel, equipment, and operating 3 supplies to the Site for the issued Work Order. 4 b) Establishment of necessary general facilities for the Contractor’s 5 operation at the Site for the issued Work Order 6 2) Demobilization shall consist of the activities and cost necessary for: 7 a) Transportation of Contractor’s personnel, equipment, and operating 8 supplies from the Site including disassembly for each issued Work 9 Order 10 b) Site Clean-up for each issued Work Order 11 c) Removal of all buildings or other facilities assembled at the Site for 12 each Work Oder 13 b. Mobilization and Demobilization do not include activities for specific items of 14 work for which payment is provided elsewhere in the contract. 15 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 16 a. A Mobilization for Miscellaneous Projects when directed by the City and the 17 mobilization occurs within 24 hours of the issuance of the Work Order. 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 1.2 PRICE AND PAYMENT PROCEDURES 24 A. Measurement and Payment 25 1. Mobilization and Demobilization 26 a. Measure 27 1) This Item is considered subsidiary to the various Items bid. 28 b. Payment 29 1) The work performed and materials furnished in accordance with this Item 30 are subsidiary to the various Items bid and no other compensation will be 31 allowed. 32 2. Remobilization for suspension of Work as specifically required in the Contract 33 Documents 34 a. Measurement 35 1) Measurement for this Item shall be per each remobilization performed. 36 b. Payment 37 1) The work performed and materials furnished in accordance with this Item 38 and measured as provided under “Measurement” will be paid for at the unit 39 price per each “Specified Remobilization” in accordance with Contract 40 Documents. 41 c. The price shall include: 42 1) Demobilization as described in Section 1.1.A.2.a.1) 43 2) Remobilization as described in Section 1.1.A.2.a.2) 44 d. No payments will be made for standby, idle time, or lost profits associated this 45 Item. 46 01 70 00 - 3 DAP MOBILIZATION AND REMOBILIZATION Page 3 of 4 CITY OF FORT WORTH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Mattison Addition, Lots 16-24, Block 1 Revised April 7, 2014 City Project No. CPN 103256 3. Remobilization for suspension of Work as required by City 1 a. Measurement and Payment 2 1) This shall be submitted as a Contract Claim in accordance with Article 10 3 of Section 00 72 00. 4 2) No payments will be made for standby, idle time, or lost profits associated 5 with this Item. 6 4. Mobilizations and Demobilizations for Miscellaneous Projects 7 a. Measurement 8 1) Measurement for this Item shall be for each Mobilization and 9 Demobilization required by the Contract Documents 10 b. Payment 11 1) The Work performed and materials furnished in accordance with this Item 12 and measured as provided under “Measurement” will be paid for at the unit 13 price per each “Work Order Mobilization” in accordance with Contract 14 Documents. Demobilization shall be considered subsidiary to mobilization 15 and shall not be paid for separately. 16 c. The price shall include: 17 1) Mobilization as described in Section 1.1.A.3.a.1) 18 2) Demobilization as described in Section 1.1.A.3.a.2) 19 d. No payments will be made for standby, idle time, or lost profits associated this 20 Item. 21 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 22 a. Measurement 23 1) Measurement for this Item shall be for each Mobilization and 24 Demobilization required by the Contract Documents 25 b. Payment 26 1) The Work performed and materials furnished in accordance with this Item 27 and measured as provided under “Measurement” will be paid for at the unit 28 price per each “Work Order Emergency Mobilization” in accordance with 29 Contract Documents. Demobilization shall be considered subsidiary to 30 mobilization and shall not be paid for separately. 31 c. The price shall include 32 1) Mobilization as described in Section 1.1.A.4.a) 33 2) Demobilization as described in Section 1.1.A.3.a.2) 34 d. No payments will be made for standby, idle time, or lost profits associated this 35 Item. 36 1.3 REFERENCES [NOT USED] 37 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 38 1.5 SUBMITTALS [NOT USED] 39 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 40 1.7 CLOSEOUT SUBMITTALS [NOT USED] 41 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 42 1.9 QUALITY ASSURANCE [NOT USED] 43 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 44 01 70 00 - 4 DAP MOBILIZATION AND REMOBILIZATION Page 4 of 4 CITY OF FORT WORTH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Mattison Addition, Lots 16-24, Block 1 Revised April 7, 2014 City Project No. CPN 103256 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1 1.12 WARRANTY [NOT USED] 2 PART 2 - PRODUCTS [NOT USED] 3 PART 3 - EXECUTION [NOT USED] 4 END OF SECTION 5 6 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application 7 01 71 23 - 1 CONSTRUCTION STAKING AND SURVEY Page 1 of 8 CITY OF FORT WOR TH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Mattison Addition, Lots 16-24, Block 1 Revised February 14, 2018 City Project No. CPN 103256 SECTION 01 71 23 1 CONSTRUCTION STAKING AND SURVEY 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. Requirements for construction staking and construction survey 6 B. Deviations from this City of Fort Worth Standard Specification 7 1. See Changes (Highlighted in Yellow). 8 C. Related Specification Sections include, but are not necessarily limited to: 9 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 10 2. Division 1 – General Requirements 11 1.2 PRICE AND PAYMENT PROCEDURES 12 A. Measurement and Payment 13 1. Construction Staking 14 a. Measurement 15 1) This Item is considered subsidiary to the various Items bid. 16 b. Payment 17 1) The work performed and the materials furnished in accordance with this 18 Item are subsidiary to the various Items bid and no other compensation will 19 be allowed. 20 2. Construction Survey 21 a. Measurement 22 1) This Item is considered subsidiary to the various Items bid. 23 b. Payment 24 1) The work performed and the materials furnished in accordance with this 25 Item are subsidiary to the various Items bid and no other compensation will be 26 allowed. 27 3. As-Built Survey 28 a. Measurement 29 1) This Item is considered subsidiary to the various Items bid. 30 b. Payment 31 1) The work performed and the materials furnished in accordance with this 32 Item are subsidiary to the various Items bid and no other compensation will be 33 allowed. 34 1.3 REFERENCES 35 A. Definitions 36 1. Construction Survey - The survey measurements made prior to or while 37 construction is in progress to control elevation, horizontal position, dimensions and 38 configuration of structures/improvements included in the Project Drawings. 39 01 71 23 - 2 CONSTRUCTION STAKING AND SURVEY Page 2 of 8 CITY OF FORT WOR TH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Mattison Addition, Lots 16-24, Block 1 Revised February 14, 2018 City Project No. CPN 103256 2. As-built Survey –The measurements made after the construction of the 1 improvement features are complete to provide position coordinates for the features 2 of a project. 3 3. Construction Staking – The placement of stakes and markings to provide offsets 4 and elevations to cut and fill in order to locate on the ground the designed 5 structures/improvements included in the Project Drawings. Construction staking 6 shall include staking easements and/or right of way if indicated on the plans. 7 4. Survey “Field Checks” – Measurements made after construction staking is 8 completed and before construction work begins to ensure that structures marked on 9 the ground are accurately located per Project Drawings. 10 B. Technical References 11 1. City of Fort Worth – Construction Staking Standards (available on City’s Buzzsaw 12 website) – 01 71 23.16.01_ Attachment A_Survey Staking Standards 13 2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available 14 on City’s Buzzsaw website). 15 3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision 16 4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land 17 Surveying in the State of Texas, Category 5 18 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. The Contractor’s selection of a surveyor must comply with Texas Government 21 Code 2254 (qualifications based selection) for this project. 22 1.5 SUBMITTALS 23 A. Submittals, if required, shall be in accordance with Section 01 33 00. 24 B. All submittals shall be received and reviewed by the City prior to delivery of work. 25 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 26 A. Field Quality Control Submittals 27 1. Documentation verifying accuracy of field engineering work, including coordinate 28 conversions if plans do not indicate grid or ground coordinates. 29 2. Submit “Cut-Sheets” conforming to the standard template provided by the City 30 (refer to 01 71 23.16.01 – Attachment A – Survey Staking Standards). 31 32 1.7 CLOSEOUT SUBMITTALS 33 B. As-built Redline Drawing Submittal 34 1. Submit As-Built Survey Redline Drawings documenting the locations/elevations of 35 constructed improvements signed and sealed by Registered Professional Land 36 Surveyor (RPLS) responsible for the work (refer to 01 71 23.16.01 – Attachment A 37 – Survey Staking Standards) . 38 01 71 23 - 3 CONSTRUCTION STAKING AND SURVEY Page 3 of 8 CITY OF FORT WOR TH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Mattison Addition, Lots 16-24, Block 1 Revised February 14, 2018 City Project No. CPN 103256 2. Contractor shall submit the proposed as-built and completed redline drawing 1 submittal one (1) week prior to scheduling the project final inspection for City 2 review and comment. Revisions, if necessary, shall be made to the as-built redline 3 drawings and resubmitted to the City prior to scheduling the construction final 4 inspection. 5 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 6 1.9 QUALITY ASSURANCE 7 A. Construction Staking 8 1. Construction staking will be performed by the Contractor. 9 2. Coordination 10 a. Contact City and Developer’s Project Representative at least one week in 11 advance notifying the City of when Construction Staking is scheduled. 12 b. It is the Contractor’s responsibility to coordinate staking such that 13 construction activities are not delayed or negatively impacted. 14 3. General 15 a. Contractor is responsible for preserving and maintaining stakes. If City 16 surveyors or Developer’s Project Representative are required to re-stake for 17 any reason, the Contractor will be responsible for costs to perform staking. If 18 in the opinion of the City, a sufficient number of stakes or markings have been 19 lost, destroyed disturbed or omitted that the contracted Work cannot take place 20 then the Contractor will be required to stake or re-stake the deficient areas. 21 B. Construction Survey 22 1. Construction Survey will be performed by the Contractor. 23 2. Coordination 24 a. Contractor to verify that horizontal and vertical control data established in the 25 design survey and required for construction survey is available and in place. 26 3. General 27 a. Construction survey will be performed in order to construct the work shown 28 on the Construction Drawings and specified in the Contract Documents. 29 b. For construction methods other than open cut, the Contractor shall perform 30 construction survey and verify control data including, but not limited to, the 31 following: 32 1) Verification that established benchmarks and control are accurate. 33 2) Use of Benchmarks to furnish and maintain all reference lines and grades 34 for tunneling. 35 3) Use of line and grades to establish the location of the pipe. 36 4) Submit to the City copies of field notes used to establish all lines and 37 grades, if requested, and allow the City to check guidance system setup prior 38 to beginning each tunneling drive. 39 5) Provide access for the City, if requested, to verify the guidance system and 40 the line and grade of the carrier pipe. 41 6) The Contractor remains fully responsible for the accuracy of the work and 42 correction of it, as required. 43 7) Monitor line and grade continuously during construction. 44 8) Record deviation with respect to design line and grade once at each pipe 45 joint and submit daily records to the City. 46 01 71 23 - 4 CONSTRUCTION STAKING AND SURVEY Page 4 of 8 CITY OF FORT WOR TH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Mattison Addition, Lots 16-24, Block 1 Revised February 14, 2018 City Project No. CPN 103256 9) If the installation does not meet the specified tolerances (as outlined in 1 Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct 2 the installation in accordance with the Contract Documents. 3 C. As-Built Survey 4 1. Required As-Built Survey will be performed by the Contractor. 5 2. Coordination 6 a. Contractor is to coordinate with City to confirm which features require as-7 built surveying. 8 b. It is the Contractor’s responsibility to coordinate the as-built survey and 9 required measurements for items that are to be buried such that construction 10 activities are not delayed or negatively impacted. 11 c. For sewer mains and water mains 12” and under in diameter, it is acceptable 12 to physically measure depth and mark the location during the progress of 13 construction and take as-built survey after the facility has been buried. The 14 Contractor is responsible for the quality control needed to ensure accuracy. 15 3. General 16 a. The Contractor shall provide as-built survey including the elevation and 17 location (and provide written documentation to the City) of construction 18 features during the progress of the construction including the following: 19 1) Water Lines 20 a) Top of pipe elevations and coordinates for waterlines at the following 21 locations: 22 (1) Minimum every 250 linear feet, including 23 (2) Horizontal and vertical points of inflection, curvature, 24 etc. 25 (3) Fire line tee 26 (4) Plugs, stub-outs, dead-end lines 27 (5) Casing pipe (each end) and all buried fittings 28 2) Sanitary Sewer 29 a) Top of pipe elevations and coordinates for force mains and siphon 30 sanitary sewer lines (non-gravity facilities) at the following locations: 31 (1) Minimum every 250 linear feet and any buried fittings 32 (2) Horizontal and vertical points of inflection, curvature, 33 etc. 34 3) Stormwater – Not Applicable 35 b. The Contractor shall provide as-built survey including the elevation and 36 location (and provide written documentation to the City) of construction 37 features after the construction is completed including the following: 38 1) Manholes 39 a) Rim and flowline elevations and coordinates for each manhole 40 2) Water Lines 41 a) Cathodic protection test stations 42 b) Sampling stations 43 c) Meter boxes/vaults (All sizes) 44 d) Fire hydrants 45 e) Valves (gate, butterfly, etc.) 46 f) Air Release valves (Manhole rim and vent pipe) 47 g) Blow off valves (Manhole rim and valve lid) 48 h) Pressure plane valves 49 01 71 23 - 5 CONSTRUCTION STAKING AND SURVEY Page 5 of 8 CITY OF FORT WOR TH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Mattison Addition, Lots 16-24, Block 1 Revised February 14, 2018 City Project No. CPN 103256 i) Underground Vaults 1 (1) Rim and flowline elevations and coordinates for each 2 Underground Vault. 3 3) Sanitary Sewer 4 a) Cleanouts 5 (1) Rim and flowline elevations and coordinates for each 6 b) Manholes and Junction Structures 7 (1) Rim and flowline elevations and coordinates for each 8 manhole and junction structure. 9 4) Stormwater – Not Applicable 10 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 11 1.11 FIELD [SITE] CONDITIONS [NOT USED] 12 1.12 WARRANTY 13 PART 2 - PRODUCTS 14 A. A construction survey will produce, but will not be limited to: 15 1. Recovery of relevant control points, points of curvature and points of intersection. 16 2. Establish temporary horizontal and vertical control elevations (benchmarks) 17 sufficiently permanent and located in a manner to be used throughout construction. 18 3. The location of planned facilities, easements and improvements. 19 a. Establishing final line and grade stakes for piers, floors, grade beams, parking 20 areas, utilities, streets, highways, tunnels, and other construction. 21 b. A record of revisions or corrections noted in an orderly manner for reference. 22 c. A drawing, when required by the client, indicating the horizontal and vertical 23 location of facilities, easements and improvements, as built. 24 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all 25 construction staking projects. These cut sheets shall be on the standard city template 26 which can be obtained from the Survey Superintendent (817-392-7925). 27 5. Digital survey files in the following formats shall be acceptable: 28 a. AutoCAD (.dwg) 29 b. ESRI Shapefile (.shp) 30 c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use 31 standard templates, if available) 32 6. Survey files shall include vertical and horizontal data tied to original project 33 control and benchmarks, and shall include feature descriptions 34 PART 3 - EXECUTION 35 3.1 INSTALLERS 36 A. Tolerances: 37 01 71 23 - 6 CONSTRUCTION STAKING AND SURVEY Page 6 of 8 CITY OF FORT WOR TH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Mattison Addition, Lots 16-24, Block 1 Revised February 14, 2018 City Project No. CPN 103256 1. The staked location of any improvement or facility should be as accurate as 1 practical and necessary. The degree of precision required is dependent on many 2 factors all of which must remain judgmental. The tolerances listed hereafter are 3 based on generalities and, under certain circumstances, shall yield to specific 4 requirements. The surveyor shall assess any situation by review of the overall plans 5 and through consultation with responsible parties as to the need for specific 6 tolerances. 7 a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical 8 tolerance. Horizontal alignment for earthwork and rough cut should not exceed 9 1.0 ft. tolerance. 10 b. Horizontal alignment on a structure shall be within .0.1ft tolerance. 11 c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and 12 walkways shall be located within the confines of the site boundaries and, 13 occasionally, along a boundary or any other restrictive line. Away from any 14 restrictive line, these facilities should be staked with an accuracy producing no 15 more than 0.05ft. tolerance from their specified locations. 16 d. Underground and overhead utilities, such as sewers, gas, water, telephone and 17 electric lines, shall be located horizontally within their prescribed areas or 18 easements. Within assigned areas, these utilities should be staked with an 19 accuracy producing no more than 0.1 ft tolerance from a specified location. 20 e. The accuracy required for the vertical location of utilities varies widely. Many 21 underground utilities require only a minimum cover and a tolerance of 0.1 ft. 22 should be maintained. Underground and overhead utilities on planned profile, 23 but not depending on gravity flow for performance, should not exceed 0.1 ft. 24 tolerance. 25 B. Surveying instruments shall be kept in close adjustment according to manufacturer’s 26 specifications or in compliance to standards. The City reserves the right to request a 27 calibration report at any time and recommends regular maintenance schedule be 28 performed by a certified technician every 6 months. 29 1. Field measurements of angles and distances shall be done in such fashion as to 30 satisfy the closures and tolerances expressed in Part 3.1.A. 31 2. Vertical locations shall be established from a pre-established benchmark and 32 checked by closing to a different bench mark on the same datum. 33 3. Construction survey field work shall correspond to the client’s plans. Irregularities 34 or conflicts found shall be reported promptly to the City. 35 4. Revisions, corrections and other pertinent data shall be logged for future reference. 36 37 3.2 EXAMINATION [NOT USED] 38 3.3 PREPARATION [NOT USED] 39 3.4 APPLICATION 40 3.5 REPAIR / RESTORATION 41 A. If the Contractor’s work damages or destroys one or more of the control 42 monuments/points set by the City or Developer’s Project Representative, the monuments 43 shall be adequately referenced for expedient restoration. 44 01 71 23 - 7 CONSTRUCTION STAKING AND SURVEY Page 7 of 8 CITY OF FORT WOR TH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Mattison Addition, Lots 16-24, Block 1 Revised February 14, 2018 City Project No. CPN 103256 1. Notify City or Developer’s Project Representative if any control data needs to be 1 restored or replaced due to damage caused during construction operations. 2 a. Contractor shall perform replacements and/or restorations. 3 b. The City or Developer’s Project Representative may require at any time a 4 survey “Field Check” of any monument or benchmarks that are set be verified 5 by the City surveyors or Developer’s Project Representative before further 6 associated work can move forward. 7 3.6 RE-INSTALLATION [NOT USED] 8 3.7 FIELD [OR] SITE QUALITY CONTROL 9 A. It is the Contractor’s responsibility to maintain all stakes and control data placed by the 10 City or Developer’s Project Representative in accordance with this Specification. This 11 includes easements and right of way, if noted on the plans. 12 B. Do not change or relocate stakes or control data without approval from the City. 13 3.8 SYSTEM STARTUP 14 A. Survey Checks 15 1. The City reserves the right to perform a Survey Check at any time deemed 16 necessary. 17 2. Checks by City personnel or 3rd party contracted surveyor are not intended to 18 relieve the contractor of his/her responsibility for accuracy. 19 20 3.9 ADJUSTING [NOT USED] 21 3.10 CLEANING [NOT USED] 22 3.11 CLOSEOUT ACTIVITIES [NOT USED] 23 3.12 PROTECTION [NOT USED] 24 3.13 MAINTENANCE [NOT USED] 25 3.14 ATTACHMENTS [NOT USED] 26 END OF SECTION 27 28 01 71 23 - 8 CONSTRUCTION STAKING AND SURVEY Page 8 of 8 CITY OF FORT WOR TH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Mattison Addition, Lots 16-24, Block 1 Revised February 14, 2018 City Project No. CPN 103256 1 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 8/31/2017 M. Owen Added instruction and modified measurement & payment under 1.2; added definitions and references under 1.3; modified 1.6; added 1.7 closeout submittal requirements; modified 1.9 Quality Assurance; added PART 2 – PRODUCTS ; Added 3.1 Installers; added 3.5 Repair/Restoration; and added 3.8 System Startup. 2/14/2018 M Owen Removed “blue text”; revised measurement and payment sections for Construction Staking and As-Built Survey; added reference to selection compliance with TGC 2254; revised action and Closeout submittal requirements; added acceptable depth measurement criteria; revised list of items requiring as-built survey “during” and “after” construction; and revised acceptable digital survey file format 2 01 74 23 - 1 DAP CLEANING Page 1 of 4 CITY OF FORT WORTH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Mattison Addition, Lo ts16-24, Block 1 Revised April 7, 2014 City Project No. CPN 103256 SECTION 01 74 23 1 CLEANING 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. Intermediate and final cleaning for Work not including special cleaning of closed 6 systems specified elsewhere 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 3. Section 32 92 13 – Hydro-Mulching, Seeding and Sodding 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various Items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Scheduling 20 1. Schedule cleaning operations so that dust and other contaminants disturbed by 21 cleaning process will not fall on newly painted surfaces. 22 2. Schedule final cleaning upon completion of Work and immediately prior to final 23 inspection. 24 1.5 SUBMITTALS [NOT USED] 25 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 26 1.7 CLOSEOUT SUBMITTALS [NOT USED] 27 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 28 1.9 QUALITY ASSURANCE [NOT USED] 29 1.10 STORAGE, AND HANDLING 30 A. Storage and Handling Requirements 31 1. Store cleaning products and cleaning wastes in containers specifically designed for 32 those materials. 33 01 74 23 - 2 DAP CLEANING Page 2 of 4 CITY OF FORT WORTH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Mattison Addition, Lo ts16-24, Block 1 Revised April 7, 2014 City Project No. CPN 103256 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1 1.12 WARRANTY [NOT USED] 2 PART 2 - PRODUCTS 3 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 4 2.2 MATERIALS 5 A. Cleaning Agents 6 1. Compatible with surface being cleaned 7 2. New and uncontaminated 8 3. For manufactured surfaces 9 a. Material recommended by manufacturer 10 2.3 ACCESSORIES [NOT USED] 11 2.4 SOURCE QUALITY CONTROL [NOT USED] 12 PART 3 - EXECUTION 13 3.1 INSTALLERS [NOT USED] 14 3.2 EXAMINATION [NOT USED] 15 3.3 PREPARATION [NOT USED] 16 3.4 APPLICATION [NOT USED] 17 3.5 REPAIR / RESTORATION [NOT USED] 18 3.6 RE-INSTALLATION [NOT USED] 19 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 20 3.8 SYSTEM STARTUP [NOT USED] 21 3.9 ADJUSTING [NOT USED] 22 3.10 CLEANING 23 A. General 24 1. Prevent accumulation of wastes that create hazardous conditions. 25 2. Conduct cleaning and disposal operations to comply with laws and safety orders of 26 governing authorities. 27 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in 28 storm or sanitary drains or sewers. 29 4. Dispose of degradable debris at an approved solid waste disposal site. 30 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an 31 alternate manner approved by City and regulatory agencies. 32 01 74 23 - 3 DAP CLEANING Page 3 of 4 CITY OF FORT WORTH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Mattison Addition, Lo ts16-24, Block 1 Revised April 7, 2014 City Project No. CPN 103256 6. Handle materials in a controlled manner with as few handlings as possible. 1 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with 2 this project. 3 8. Remove all signs of temporary construction and activities incidental to construction 4 of required permanent Work. 5 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to 6 have the cleaning completed at the expense of the Contractor. 7 10. Do not burn on-site. 8 B. Intermediate Cleaning during Construction 9 1. Keep Work areas clean so as not to hinder health, safety or convenience of 10 personnel in existing facility operations. 11 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 12 3. Confine construction debris daily in strategically located container(s): 13 a. Cover to prevent blowing by wind 14 b. Store debris away from construction or operational activities 15 c. Haul from site at a minimum of once per week 16 4. Vacuum clean interior areas when ready to receive finish painting. 17 a. Continue vacuum cleaning on an as-needed basis, until Final Acceptance. 18 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which 19 may become airborne or transported by flowing water during the storm. 20 C. Exterior (Site or Right of Way) Final Cleaning 21 1. Remove trash and debris containers from site. 22 a. Re-seed areas disturbed by location of trash and debris containers in accordance 23 with Section 32 92 13. 24 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object 25 that may hinder or disrupt the flow of traffic along the roadway. 26 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, 27 junction boxes and inlets. 28 4. If no longer required for maintenance of erosion facilities, and upon approval by 29 City, remove erosion control from site. 30 5. Clean signs, lights, signals, etc. 31 3.11 CLOSEOUT ACTIVITIES [NOT USED] 32 3.12 PROTECTION [NOT USED] 33 3.13 MAINTENANCE [NOT USED] 34 3.14 ATTACHMENTS [NOT USED] 35 36 37 38 39 40 01 74 23 - 4 DAP CLEANING Page 4 of 4 CITY OF FORT WORTH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Mattison Addition, Lo ts16-24, Block 1 Revised April 7, 2014 City Project No. CPN 103256 END OF SECTION 1 2 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application 3 01 77 19 - 1 DAP CLOSEOUT REQUIREMENTS Page 1 of 3 CITY OF FORT WORTH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Mattison Addition, Lots 16-24, Block 1 Revised April 7, 2014 City Project No. CPN 103256 SECTION 01 77 19 1 CLOSEOUT REQUIREMENTS 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. The procedure for closing out a contract 6 B. Deviations from this City of Fort Worth Standard Specification 7 1. None. 8 C. Related Specification Sections include, but are not necessarily limited to: 9 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 10 2. Division 1 – General Requirements 11 1.2 PRICE AND PAYMENT PROCEDURES 12 A. Measurement and Payment 13 1. Work associated with this Item is considered subsidiary to the various Items bid. 14 No separate payment will be allowed for this Item. 15 1.3 REFERENCES [NOT USED] 16 1.4 ADMINISTRATIVE REQUIREMENTS 17 A. Guarantees, Bonds and Affidavits 18 1. No application for final payment will be accepted until all guarantees, bonds, 19 certificates, licenses and affidavits required for Work or equipment as specified are 20 satisfactorily filed with the City. 21 B. Release of Liens or Claims 22 1. No application for final payment will be accepted until satisfactory evidence of 23 release of liens has been submitted to the City. 24 1.5 SUBMITTALS 25 A. Submit all required documentation to City’s Project Representative. 26 01 77 19 - 2 DAP CLOSEOUT REQUIREMENTS Page 2 of 3 CITY OF FORT WORTH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Mattison Addition, Lots 16-24, Block 1 Revised April 7, 2014 City Project No. CPN 103256 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1 1.7 CLOSEOUT SUBMITTALS [NOT USED] 2 PART 2 - PRODUCTS [NOT USED] 3 PART 3 - EXECUTION 4 3.1 INSTALLERS [NOT USED] 5 3.2 EXAMINATION [NOT USED] 6 3.3 PREPARATION [NOT USED] 7 3.4 CLOSEOUT PROCEDURE 8 A. Prior to requesting Final Inspection, submit: 9 1. Project Record Documents in accordance with Section 01 78 39 10 2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23 11 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 12 01 74 23. 13 C. Final Inspection 14 1. After final cleaning, provide notice to the City Project Representative that the Work 15 is completed. 16 a. The City will make an initial Final Inspection with the Contractor present. 17 b. Upon completion of this inspection, the City will notify the Contractor, in 18 writing within 10 business days, of any particulars in which this inspection 19 reveals that the Work is defective or incomplete. 20 2. Upon receiving written notice from the City, immediately undertake the Work 21 required to remedy deficiencies and complete the Work to the satisfaction of the 22 City. 23 3. Upon completion of Work associated with the items listed in the City's written 24 notice, inform the City, that the required Work has been completed. Upon receipt 25 of this notice, the City, in the presence of the Contractor, will make a subsequent 26 Final Inspection of the project. 27 4. Provide all special accessories required to place each item of equipment in full 28 operation. These special accessory items include, but are not limited to: 29 a. Specified spare parts 30 b. Adequate oil and grease as required for the first lubrication of the equipment 31 c. Initial fill up of all chemical tanks and fuel tanks 32 d. Light bulbs 33 e. Fuses 34 f. Vault keys 35 g. Handwheels 36 h. Other expendable items as required for initial start-up and operation of all 37 equipment 38 D. Notice of Project Completion 39 01 77 19 - 3 DAP CLOSEOUT REQUIREMENTS Page 3 of 3 CITY OF FORT WORTH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Mattison Addition, Lots 16-24, Block 1 Revised April 7, 2014 City Project No. CPN 103256 1. Once the City Project Representative finds the Work subsequent to Final Inspection 1 to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). 2 E. Supporting Documentation 3 1. Coordinate with the City Project Representative to complete the following 4 additional forms: 5 a. Final Payment Request 6 b. Statement of Contract Time 7 c. Affidavit of Payment and Release of Liens 8 d. Consent of Surety to Final Payment 9 e. Pipe Report (if required) 10 f. Contractor’s Evaluation of City 11 g. Performance Evaluation of Contractor 12 F. Letter of Final Acceptance 13 1. Upon review and acceptance of Notice of Project Completion and Supporting 14 Documentation, in accordance with General Conditions, City will issue Letter of 15 Final Acceptance and release the Final Payment Request for payment. 16 3.5 REPAIR / RESTORATION [NOT USED] 17 3.6 RE-INSTALLATION [NOT USED] 18 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 19 3.8 SYSTEM STARTUP [NOT USED] 20 3.9 ADJUSTING [NOT USED] 21 3.10 CLEANING [NOT USED] 22 3.11 CLOSEOUT ACTIVITIES [NOT USED] 23 3.12 PROTECTION [NOT USED] 24 3.13 MAINTENANCE [NOT USED] 25 3.14 ATTACHMENTS [NOT USED] 26 END OF SECTION 27 28 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application 29 01 78 23 - 1 DAP OPERATION AND MAINTENANCE DATA Page 1 of 5 CITY OF FORT WORTH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Mattison Addition, Lots 16-24, Block 1 Revised April 7, 2014 City Project No. CPN 103256 SECTION 01 78 23 1 OPERATION AND MAINTENANCE DATA 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. Product data and related information appropriate for City's maintenance and 6 operation of products furnished under Contract 7 2. Such products may include, but are not limited to: 8 a. Traffic Controllers 9 b. Irrigation Controllers (to be operated by the City) 10 c. Butterfly Valves 11 B. Deviations from this City of Fort Worth Standard Specification 12 1. None. 13 C. Related Specification Sections include, but are not necessarily limited to: 14 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 15 2. Division 1 – General Requirements 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES [NOT USED] 21 1.4 ADMINISTRATIVE REQUIREMENTS 22 A. Schedule 23 1. Submit manuals in final form to the City within 30 calendar days of product 24 shipment to the project site. 25 1.5 SUBMITTALS 26 A. Submittals shall be in accordance with Section 01 33 00. All submittals shall be 27 approved by the City prior to delivery. 28 1.6 INFORMATIONAL SUBMITTALS 29 A. Submittal Form 30 1. Prepare data in form of an instructional manual for use by City personnel. 31 2. Format 32 a. Size: 8 ½ inches x 11 inches 33 b. Paper 34 1) 40 pound minimum, white, for typed pages 35 2) Holes reinforced with plastic, cloth or metal 36 c. Text: Manufacturer’s printed data, or neatly typewritten 37 01 78 23 - 2 DAP OPERATION AND MAINTENANCE DATA Page 2 of 5 CITY OF FORT WORTH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Mattison Addition, Lots 16-24, Block 1 Revised April 7, 2014 City Project No. CPN 103256 d. Drawings 1 1) Provide reinforced punched binder tab, bind in with text 2 2) Reduce larger drawings and fold to size of text pages. 3 e. Provide fly-leaf for each separate product, or each piece of operating 4 equipment. 5 1) Provide typed description of product, and major component parts of 6 equipment. 7 2) Provide indexed tabs. 8 f. Cover 9 1) Identify each volume with typed or printed title "OPERATING AND 10 MAINTENANCE INSTRUCTIONS". 11 2) List: 12 a) Title of Project 13 b) Identity of separate structure as applicable 14 c) Identity of general subject matter covered in the manual 15 3. Binders 16 a. Commercial quality 3-ring binders with durable and cleanable plastic covers 17 b. When multiple binders are used, correlate the data into related consistent 18 groupings. 19 4. If available, provide an electronic form of the O&M Manual. 20 B. Manual Content 21 1. Neatly typewritten table of contents for each volume, arranged in systematic order 22 a. Contractor, name of responsible principal, address and telephone number 23 b. A list of each product required to be included, indexed to content of the volume 24 c. List, with each product: 25 1) The name, address and telephone number of the subcontractor or installer 26 2) A list of each product required to be included, indexed to content of the 27 volume 28 3) Identify area of responsibility of each 29 4) Local source of supply for parts and replacement 30 d. Identify each product by product name and other identifying symbols as set 31 forth in Contract Documents. 32 2. Product Data 33 a. Include only those sheets which are pertinent to the specific product. 34 b. Annotate each sheet to: 35 1) Clearly identify specific product or part installed 36 2) Clearly identify data applicable to installation 37 3) Delete references to inapplicable information 38 3. Drawings 39 a. Supplement product data with drawings as necessary to clearly illustrate: 40 1) Relations of component parts of equipment and systems 41 2) Control and flow diagrams 42 b. Coordinate drawings with information in Project Record Documents to assure 43 correct illustration of completed installation. 44 c. Do not use Project Record Drawings as maintenance drawings. 45 4. Written text, as required to supplement product data for the particular installation: 46 a. Organize in consistent format under separate headings for different procedures. 47 b. Provide logical sequence of instructions of each procedure. 48 01 78 23 - 3 DAP OPERATION AND MAINTENANCE DATA Page 3 of 5 CITY OF FORT WORTH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Mattison Addition, Lots 16-24, Block 1 Revised April 7, 2014 City Project No. CPN 103256 5. Copy of each warranty, bond and service contract issued 1 a. Provide information sheet for City personnel giving: 2 1) Proper procedures in event of failure 3 2) Instances which might affect validity of warranties or bonds 4 C. Manual for Materials and Finishes 5 1. Submit 5 copies of complete manual in final form. 6 2. Content, for architectural products, applied materials and finishes: 7 a. Manufacturer's data, giving full information on products 8 1) Catalog number, size, composition 9 2) Color and texture designations 10 3) Information required for reordering special manufactured products 11 b. Instructions for care and maintenance 12 1) Manufacturer's recommendation for types of cleaning agents and methods 13 2) Cautions against cleaning agents and methods which are detrimental to 14 product 15 3) Recommended schedule for cleaning and maintenance 16 3. Content, for moisture protection and weather exposure products: 17 a. Manufacturer's data, giving full information on products 18 1) Applicable standards 19 2) Chemical composition 20 3) Details of installation 21 b. Instructions for inspection, maintenance and repair 22 D. Manual for Equipment and Systems 23 1. Submit 5 copies of complete manual in final form. 24 2. Content, for each unit of equipment and system, as appropriate: 25 a. Description of unit and component parts 26 1) Function, normal operating characteristics and limiting conditions 27 2) Performance curves, engineering data and tests 28 3) Complete nomenclature and commercial number of replaceable parts 29 b. Operating procedures 30 1) Start-up, break-in, routine and normal operating instructions 31 2) Regulation, control, stopping, shut-down and emergency instructions 32 3) Summer and winter operating instructions 33 4) Special operating instructions 34 c. Maintenance procedures 35 1) Routine operations 36 2) Guide to "trouble shooting" 37 3) Disassembly, repair and reassembly 38 4) Alignment, adjusting and checking 39 d. Servicing and lubrication schedule 40 1) List of lubricants required 41 e. Manufacturer's printed operating and maintenance instructions 42 f. Description of sequence of operation by control manufacturer 43 1) Predicted life of parts subject to wear 44 2) Items recommended to be stocked as spare parts 45 g. As installed control diagrams by controls manufacturer 46 h. Each contractor's coordination drawings 47 1) As installed color coded piping diagrams 48 01 78 23 - 4 DAP OPERATION AND MAINTENANCE DATA Page 4 of 5 CITY OF FORT WORTH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Mattison Addition, Lots 16-24, Block 1 Revised April 7, 2014 City Project No. CPN 103256 i. Charts of valve tag numbers, with location and function of each valve 1 j. List of original manufacturer's spare parts, manufacturer's current prices, and 2 recommended quantities to be maintained in storage 3 k. Other data as required under pertinent Sections of Specifications 4 3. Content, for each electric and electronic system, as appropriate: 5 a. Description of system and component parts 6 1) Function, normal operating characteristics, and limiting conditions 7 2) Performance curves, engineering data and tests 8 3) Complete nomenclature and commercial number of replaceable parts 9 b. Circuit directories of panelboards 10 1) Electrical service 11 2) Controls 12 3) Communications 13 c. As installed color coded wiring diagrams 14 d. Operating procedures 15 1) Routine and normal operating instructions 16 2) Sequences required 17 3) Special operating instructions 18 e. Maintenance procedures 19 1) Routine operations 20 2) Guide to "trouble shooting" 21 3) Disassembly, repair and reassembly 22 4) Adjustment and checking 23 f. Manufacturer's printed operating and maintenance instructions 24 g. List of original manufacturer's spare parts, manufacturer's current prices, and 25 recommended quantities to be maintained in storage 26 h. Other data as required under pertinent Sections of Specifications 27 4. Prepare and include additional data when the need for such data becomes apparent 28 during instruction of City's personnel. 29 1.7 CLOSEOUT SUBMITTALS [NOT USED] 30 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 31 1.9 QUALITY ASSURANCE 32 A. Provide operation and maintenance data by personnel with the following criteria: 33 1. Trained and experienced in maintenance and operation of described products 34 2. Skilled as technical writer to the extent required to communicate essential data 35 3. Skilled as draftsman competent to prepare required drawings 36 01 78 23 - 5 DAP OPERATION AND MAINTENANCE DATA Page 5 of 5 CITY OF FORT WORTH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Mattison Addition, Lots 16-24, Block 1 Revised April 7, 2014 City Project No. CPN 103256 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION [NOT USED] 5 END OF SECTION 6 7 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.5.A.1 – title of section removed 4/7/2014 M.Domenech Revised for DAP Application 8 01 78 39 - 1 DAP PROJECT RECORD DOCUMENTS Page 1 of 4 CITY OF FORT WORTH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Mattison Addition, Lots 16-24, Block 1 Revised April 7, 2014 City Project No. CPN 103256 SECTION 01 78 39 1 PROJECT RECORD DOCUMENTS 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. Work associated with the documenting the project and recording changes to project 6 documents, including: 7 a. Record Drawings 8 b. Water Meter Service Reports 9 c. Sanitary Sewer Service Reports 10 d. Large Water Meter Reports 11 B. Deviations from this City of Fort Worth Standard Specification 12 1. None. 13 C. Related Specification Sections include, but are not necessarily limited to: 14 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 15 2. Division 1 – General Requirements 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES [NOT USED] 21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 22 1.5 SUBMITTALS 23 A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to 24 City’s Project Representative. 25 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 26 1.7 CLOSEOUT SUBMITTALS [NOT USED] 27 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 28 1.9 QUALITY ASSURANCE 29 A. Accuracy of Records 30 1. Thoroughly coordinate changes within the Record Documents, making adequate 31 and proper entries on each page of Specifications and each sheet of Drawings and 32 other Documents where such entry is required to show the change properly. 33 2. Accuracy of records shall be such that future search for items shown in the Contract 34 Documents may rely reasonably on information obtained from the approved Project 35 Record Documents. 36 01 78 39 - 2 DAP PROJECT RECORD DOCUMENTS Page 2 of 4 CITY OF FORT WORTH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Mattison Addition, Lots 16-24, Block 1 Revised April 7, 2014 City Project No. CPN 103256 3. To facilitate accuracy of records, make entries within 24 hours after receipt of 1 information that the change has occurred. 2 4. Provide factual information regarding all aspects of the Work, both concealed and 3 visible, to enable future modification of the Work to proceed without lengthy and 4 expensive site measurement, investigation and examination. 5 1.10 STORAGE AND HANDLING 6 A. Storage and Handling Requirements 7 1. Maintain the job set of Record Documents completely protected from deterioration 8 and from loss and damage until completion of the Work and transfer of all recorded 9 data to the final Project Record Documents. 10 2. In the event of loss of recorded data, use means necessary to again secure the data 11 to the City's approval. 12 a. In such case, provide replacements to the standards originally required by the 13 Contract Documents. 14 1.11 FIELD [SITE] CONDITIONS [NOT USED] 15 1.12 WARRANTY [NOT USED] 16 PART 2 - PRODUCTS 17 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED] 18 2.2 RECORD DOCUMENTS 19 A. Job set 20 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no 21 charge to the Contractor, 1 complete set of all Documents comprising the Contract. 22 B. Final Record Documents 23 1. At a time nearing the completion of the Work and prior to Final Inspection, provide 24 the City 1 complete set of all Final Record Drawings in the Contract. 25 2.3 ACCESSORIES [NOT USED] 26 2.4 SOURCE QUALITY CONTROL [NOT USED] 27 PART 3 - EXECUTION 28 3.1 INSTALLERS [NOT USED] 29 3.2 EXAMINATION [NOT USED] 30 3.3 PREPARATION [NOT USED] 31 3.4 MAINTENANCE DOCUMENTS 32 A. Maintenance of Job Set 33 1. Immediately upon receipt of the job set, identify each of the Documents with the 34 title, "RECORD DOCUMENTS - JOB SET". 35 01 78 39 - 3 DAP PROJECT RECORD DOCUMENTS Page 3 of 4 CITY OF FORT WORTH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Mattison Addition, Lots 16-24, Block 1 Revised April 7, 2014 City Project No. CPN 103256 2. Preservation 1 a. Considering the Contract completion time, the probable number of occasions 2 upon which the job set must be taken out for new entries and for examination, 3 and the conditions under which these activities will be performed, devise a 4 suitable method for protecting the job set. 5 b. Do not use the job set for any purpose except entry of new data and for review 6 by the City, until start of transfer of data to final Project Record Documents. 7 c. Maintain the job set at the site of work. 8 3. Coordination with Construction Survey 9 a. At a minimum clearly mark any deviations from Contract Documents 10 associated with installation of the infrastructure. 11 4. Making entries on Drawings 12 a. Record any deviations from Contract Documents. 13 b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the 14 change by graphic line and note as required. 15 c. Date all entries. 16 d. Call attention to the entry by a "cloud" drawn around the area or areas affected. 17 e. In the event of overlapping changes, use different colors for the overlapping 18 changes. 19 5. Conversion of schematic layouts 20 a. In some cases on the Drawings, arrangements of conduits, circuits, piping, 21 ducts, and similar items, are shown schematically and are not intended to 22 portray precise physical layout. 23 1) Final physical arrangement is determined by the Contractor, subject to the 24 City's approval. 25 2) However, design of future modifications of the facility may require 26 accurate information as to the final physical layout of items which are 27 shown only schematically on the Drawings. 28 b. Show on the job set of Record Drawings, by dimension accurate to within 1 29 inch, the centerline of each run of items. 30 1) Final physical arrangement is determined by the Contractor, subject to the 31 City's approval. 32 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in 33 ceiling plenum", "exposed", and the like). 34 3) Make all identification sufficiently descriptive that it may be related 35 reliably to the Specifications. 36 c. The City may waive the requirements for conversion of schematic layouts 37 where, in the City's judgment, conversion serves no useful purpose. However, 38 do not rely upon waivers being issued except as specifically issued in writing 39 by the City. 40 B. Final Project Record Documents 41 1. Transfer of data to Drawings 42 a. Carefully transfer change data shown on the job set of Record Drawings to the 43 corresponding final documents, coordinating the changes as required. 44 b. Clearly indicate at each affected detail and other Drawing a full description of 45 changes made during construction, and the actual location of items. 46 c. Call attention to each entry by drawing a "cloud" around the area or areas 47 affected. 48 01 78 39 - 4 DAP PROJECT RECORD DOCUMENTS Page 4 of 4 CITY OF FORT WORTH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Mattison Addition, Lots 16-24, Block 1 Revised April 7, 2014 City Project No. CPN 103256 d. Make changes neatly, consistently and with the proper media to assure 1 longevity and clear reproduction. 2 2. Transfer of data to other Documents 3 a. If the Documents, other than Drawings, have been kept clean during progress of 4 the Work, and if entries thereon have been orderly to the approval of the City, 5 the job set of those Documents, other than Drawings, will be accepted as final 6 Record Documents. 7 b. If any such Document is not so approved by the City, secure a new copy of that 8 Document from the City at the City's usual charge for reproduction and 9 handling, and carefully transfer the change data to the new copy to the approval 10 of the City. 11 3.5 REPAIR / RESTORATION [NOT USED] 12 3.6 RE-INSTALLATION [NOT USED] 13 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 14 3.8 SYSTEM STARTUP [NOT USED] 15 3.9 ADJUSTING [NOT USED] 16 3.10 CLEANING [NOT USED] 17 3.11 CLOSEOUT ACTIVITIES [NOT USED] 18 3.12 PROTECTION [NOT USED] 19 3.13 MAINTENANCE [NOT USED] 20 3.14 ATTACHMENTS [NOT USED] 21 END OF SECTION 22 23 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP Application 24 CITY OF FORT WORTH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Mattison Addition, Lots 16-24, Block 1 Revised July 1, 2011 City Project No. 21-0303 APPENDIX GC-4.01 Availability of Lands GC-4.02 Subsurface and Physical Conditions GR-01 60 00 Product Requirements CITY OF FORT WORTH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Mattison Addition, Lots 16-24, Block 1 Revised July 1, 2011 City Project No. 21-0303 GC-4.01 Availability of Lands THIS PAGE LEFT INTENTIONALLY BLANK NO.DATEDESCRIPTIONREVISIONSOFDESIGNED:DRAWN:CHECKED:PROJECT NO:DATE:SHEET:BOWIE HOUSE HOTEL & TOWNHOMES313.11.2021HORIZONTAL CONTROL PLAN3AMCCDLJDR##################FILENAME: HORIZONTAL CONTROL PLAN.dwgPLOTTED BY: Daniel FreelandPLOTTED ON: Wednesday, March 24, 2021PLOTTED AT: 2:28:25 PMPLOTTED WITH: _Adobe PDF.pc3 FULL PATH: G:\Production4000\005600\5619\002\Civil\Drawings\Plot Sheets\Public Set\HORIZONTAL CONTROL PLAN NOT TO SCALE CITY OF FORT WORTH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Mattison Addition, Lots 16-24, Block 1 Revised July 1, 2011 City Project No. 21-0303 GC-4.02 Subsurface and Physical Conditions THIS PAGE LEFT INTENTIONALLY BLANK GEOTECHNICAL EXPLORATION BOWIE HOUSE BOUTIQUE HOTEL AND PARHING GARAGE 3716 Camp Bowie Boulevard Fort Worth, Texas ALPHA Report No. W193221-revl August 26, 2020 Prepared for: BOWIE HOUSE PROPERTIES, LLC P.O. Box 218 Addison, Texas 75001 Attention: Mr. Tom Stone Prepared By: ALPNA/�TESTING � WHERE IT ALL BEGI�i$ � � � � � �� I � � I � � � Geotechnical 5058 Brush Creek Road Tel: 817-496-5600 � Construction Materials Fort Worth, Texas 76119 Fax: 817-496-5608 Environmental www.alphatesting.com WHERE IT ALL BEGINS TBPEFirmNo.813 August 26, 2020 Bowie House Properties, LLC P.O. Box 218 Addison, Texas 75001 Attention: Mr. Tom Stone Re: Geotechnical Exploration Bowie House Boutique Hotel and Parking Garage 3716 Camp Bowie Boulevard Fort Worth, Texas ALPHA Report No. W 193221-revl Attached is the report of the geotechnical exploration performed for the project referenced above. This study was authorized by Mr. Earl R. Fonville on December 10, 2019 and performed in accordance with ALPHA Proposal No. 74460 dated November 20, 2019. We understand the proposed building has expanded to the west and townhomes have been added north of the proposed hotel. The purpose of this revision is to provide supplemental information froin four (4) additional borings drilled in the expanded area and provide supplemental and/or revised recommendations. This additional work was authorized by Mr. Earl R. Fonville on August 12, 2020 and performed in accordance with ALPHA Proposal No. 74460-1 dated August 12, 2020. Please note that some of the drilled pier recommendations were revised based on findings from the supplemental borings. This report contains results of field explorations and laboratory testing and an engineering interpretation of these with respect to available project characteristics. The results and analyses were used to develop recommendations to aid design and construction of foundations. ALPHA TESTING, INC. appreciates the opportunity to be of service on this project. If we can be of further assistance, such as providing the final geotechnical exploration, please contact our office. Sincerely, ALPHA TESTING, INC. �w�✓ ���y'� Karina Cohuo Geotechnical Project Manager � ���:�� OF������ ��� � �. � . ��� �. *: i �� � ...�.�BRIAN J. H�YT....-- ���........................... F...., � �:� 11 �748 :� , ��M��' •�.���s�� -���'�� ��� ��� ��� ��� August 26, 2020 �%��'�'1 � Brian J. Hoyt, P.E. Geotechnical Department Manager KC/BJH/kc Copies: (1-PDF) Client '' � TABLE OF CONTENTS ALPHA REPORT NO. W193221-REVl 1.0 PURPOSE AND SCOPE .................................................................................................... 1 2.Q PROJECT CHARACTERISTICS ...................................................................................... 1 3.0 FIELD EXPLORATION .................................................................................................... 2 4.0 LABORATORY TESTS .................................................................................................... 2 5.0 GENERAL SUBSURFACE CONDITIONS ...................................................................... 2 &.0 DESIGN Recommendations ............................................................................................... 3 6.1 Existing Fill and Demolition ................................................................................... 3 6.2 Drilled, Straight-Shaft Piers .................................................................................... 4 6.3 Potential Seasonal Movements ................................................................................ 6 6.3.1 Subgrade Improvement Using Moisture-Conditioning for At-Grade Floor Slabs ..................................................................................... 7 6.4 Slab-on-Grade Foundations for Townhomes .......................................................... 8 6.5 Post-Tensioned Slab-on Grade Design Criteria ....................................................... 9 6.5 Below Grade Areas .................................................................................................. 9 6.6 Lateral Earth Pressures for Below Walls ............................................................... 10 6.7 Seismic Considerations .......................................................................................... 11 6.8 Exterior Flatwork ................................................................................................... 11 6.9 Pavement ............................................................................................................... 11 6.9.1 Pavement Subgrade Preparation ........................................................................ 11 6.9.2 Portland Cement Concrete (PCC) Pavement ..................................................... 12 6.10 Drainage and Other Considerations ....................................................................... 13 7.0 GENERAL CONSTRUCTION PROCEDURES AND GUIDELINES ........................... 14 7.1 Site Preparation and Grading ................................................................................. 14 7.2 Foundation Excavations ........................................................................................ 15 7.3 Fill Compaction ..................................................................................................... 16 7.4 Utilities .................................................................................................................. 18 7.5 Groundwater .......................................................................................................... 18 8.0 LIMITATIONS ................................................................................................................. 18 APPENDIX A-1 Methods of Field Exploration Boring Location Plan — Figure 1 B-1 Methods of Laboratory Testing Swell Test Results — Figure 2 Logs of Borings Key to Soil Symbols and Classifications ALPHA Report No. W 193221-rev 1 1.0 PURPOSE AND SCOPE '' � The purpose of this geotechnical exploration is for ALPHA TESTING, INC. (ALPHA) to evaluate for Bowie House Properties, LLC (Client) some of the physical and engineering properties of subsurface materials at selected locations on the subject site with respect to formulation of appropriate geotechnical design parameters for the proposed construction. The field exploration was accomplished by securing subsurface samples from widely spaced test borings performed across the expanse of the site. Engineering analyses were performed from results of the field exploration and results of laboratory tests performed on representative samples. Also included are general comments pertaining to reasonably anticipated construction problems and recommendations concerning earthwork and quality control testing during construction. This information can be used to evaluate subsurface conditions and to aid in ascertaining construction meets project specifications. Recommendations provided in this report were developed from information obtained in test borings depicting subsurface conditions only at the specific boring locations and at the particular time designated on the logs. Subsurface conditions at other locations may differ from those observed at the boring locations, and subsurface conditions at boring locations may vary at different times of the year. The scope of work may not fully define the variability of subsurface materials and conditions that are present on the site. The nature and extent of variations between borings may not become evident until construction. If significant variations then appear evident, our office should be contacted to re-evaluate our recommendations after performing on-site observations and possibly other tests. 2.0 PROJECT CHARACTERISTICS We understand the project will consist of a four (4) story above ground hotel with one (1) below grade parking level at 3716 Camp Bowie Boulevard in Fort Worth, Texas. In addition, three story townhomes are proposed north of the proposed hotel. A site plan illustrating the general outline of the property is provided as Figure 1, the Boring Location Plan, in the Appendix. At the time the initial field exploration was performed, the site was occupied by an existing structure and pavement for associated parking and drives. Some trees were observed near the southern boundary of the site. The expanded area of the site, explored as part of this report revision, consisted of a grassy lot with an existing structure in the northern portion of the site. Some trees were also observed in the northern portion of the site. We understand the existing buildings will be demolished prior to new construction. Historical aerial images available from Google Earth� indicate existing structures were previously demolished and cleared in the expanded area of the site prior to our field investigation. No information regarding previous development on the site was provided to us. Cursory visual observation and review of topographical maps available at www.dfwmaps.com indicates the site generally slopes down towards the southeast about 12 ft (Appx. Elev. 656 ft to Elev. 644 ft). We understand the building will be supported with drilled piers. Structural loading information was not provided to us. For the purpose of our analysis and determining our scope of work, we assumed maximum column loads could be up to 450 kips. Grading plans were not provided to us. For the purpose of our analysis, we also assumed at-grade portions of the structure will be within 1 ALPHA Report No. W 193221-rev 1 '' � 2 ft of the existing ground surface and the below grade levels of the parking garage will be embedded about 12 ft below final grade. We understand the at-grade floor slabs will be designed for post construction seasonal movements of about 1 inch. Pavement will consist of portland cement concrete. 3.0 FIELD EXPLORATION Subsurface conditions on the site were explored by drilling a total of eight (8) test borings. Three (3) test borings drilled to a depth of about 55 ft, two (2) test borings were drilled to a depth of about 35 ft and three (3) test borings were drilled to a depth of about 20 ft. The test borings were drilled in general accordance with ASTM Standard D 420 using standard rotary drilling equipment. The approximate location of each test boring is shown on the Boring Location Plan, Figure 1, in the Appendix. Details of drilling and sampling operations are briefly summarized in Methods of Field Exploration, Section A-1 of the Appendix. Subsurface types encountered during the field explaration are presented on Log of Boring sheets included in the Appendix. The boring logs contain our Field Technician's and Engineer's interpretation of conditions believed to exist between actual samples retrieved. Therefore, these boring logs contain both factual and interpretive information. Lines delineating subsurface strata on the boring logs are approximate and the actual transition between strata may be gradual. 4.0 LABORATORY TESTS Selected samples of the subsurface materials were tested in the laboratory to evaluate their engineering properties as a basis in providing recommendations for foundation design and earthwork construction. A brief description of testing procedures used in the laboratory can be found in Methods of Laboratory Testing, Section B-1 of the Appendix. Individual test results are presented on Log of Boring sheets or on summary data sheets in the Appendix. 5.0 GENERAL SUBSURFACE CONDITIONS Based on geological atlas maps available from the Bureau of Economic Geology, published by the University of Texas at Austin, the project site lies within the Duck Creek Limestone formation. The Duck Creek Limestone formation generally consists of limestone and marl (limey shale). Residual overburden soils associated with the Duck Creek Limestone formation generally consist of clay soils with low to high shrink/swell potential. Borings Drilled During Initial Study (Borings 1 through 4) Subsurface conditions encountered in Borings 1 through 4 generally consisted of clay to depths of about 2 ft to 13 ft below the existing ground surface underlain by tan limestone to depths of about 15 ft to 25 ft. Gray limestone was then encountered which extended to the termination depths of the borings (about 35 ft and 55 ft). About 3 to 4 inches of asphalt was encountered at the surface in the borings. About 6 inches of base was encountered below the asphalt in Boring 3. Supplemental Borings Drilled For This Study (Borings 5 through 8) Subsurface conditions encountered in Boring 5 generally consisted of clay to a depth of about 6 ft below the ground surface underlain by tan weathered limestone to a depth of about 15 ft. Tan limestone was then encountered to a depth of about 23 ft below the ground surface underlain by gray limestone to a depth of about 28 ft. Gray shale was then encountered extending to the 55 ft 2 ALPHA Report No. W 193221-rev 1 '' � termination depth of the boring. Subsurface conditions encountered in Borings 6 and 8 generally consisted of clay to depths of about 3 ft and 2 ft, respectively, underlain by tan limestone to a depth of about 16 ft. Gray limestone was then encountered extending to the 20 ft termination depth of the borings. Subsurface conditions encountered in Boring 7 generally consisted of clay to a depth of about 3 ft below the ground surface underlain by tan limestone extending to the 20 ft termination depth of the boring. The upper 2 ft and 3 ft of clay encountered in Borings 5 and 7, respectively, were visually classified as fill material. About 3 inches of asphalt was encountered at the surface in Boring 7. More detailed stratigraphic information is presented on the attached Log of Boring sheets. Most of the subsurface materials encountered in the borings are relatively impermeable and are anticipated to have a relatively slow response to water movement. Therefore, several days of observation would be required to evaluate actual groundwater levels within the depths explored. Also, the groundwater level at the site is anticipated to fluctuate seasonally depending on the amount of rainfall, prevailing weather conditions and subsurface drainage characteristics. No free groundwater was encountered in the borings. However, it is common to encounter seasonal groundwater in fill material, from natural fractures within the clayey matrix, at the soil/rock (limestone and/or shale) interface, or from fractures in the rock, particularly during or after periods of precipitation. If more detailed groundwater information is required, monitoring wells or piezometers can be installed. Further details concerning subsurface materials and conditions encountered can be obtained from the Log of Boring sheets provided in the Appendix. 6.0 DESIGN RECOMMENDATIONS The following design recommendations were developed on the basis of the previously described Project Characteristics (Section 2.0) and General Subsurface Conditions (Section 5.0). If project criteria should change, our office should conduct a review to determine if modifications to the recommendations are required. Further, it is recommended our office be provided with a copy of the final plans and speci�cations for review prior to construction. The following design criteria were developed assuming at-grade portions of the structure will be within 2 ft of existing grade and the below grade parking garage level will be embedded 12 ft below final grade. Cutting and filling on the site other than discussed herein can alter the recommended foundation design parameters. Therefore, it is recommended our office be contacted before performing other cutting and filling on site to verify the appropriate design parameters are utilized for final foundation design. 6.1 Existin� Fill and Demolition As discussed in Section 5.0, the upper 2 ft and 3 ft of clay encountered in Borings 5 and 7, respectively, were visually classified as fill material. It is not known if this fill was placed under engineering supervision with compaction records. If compaction records for this fill cannot be obtained, the existing fill should be considered as uncontrolled fill. Uncontrolled fill is generally not considered suitable for support of slab foundations due to the risk of under-compacted zones resulting in failures of weak soil and/or indeterminate levels of settlement. Any existing uncontrolled fill should be removed from the building pad areas, and any areas sensitive to 3 ALPHA Report No. W 193221-rev 1 '' � settlement, and replaced with engineered fill as recommended in Section 6.3 or Section 7.3 as applicable. The excavated materials may be suitable for reuse as engineered fill provided they are free of organics, boulders, rubble, and other debris. The lateral extent, depth and nature of the existing fill are not known. Test pits could be performed prior to construction to verify the presence, lateral extent, depth, and nature of the existing fill materials. ALPHA would be pleased to provide this service if desired. We understand the existing structures observed on the site will be demolished prior to new construction. In addition, historical aerial imagery indicates structures were previously demolished in the expanded area of the site as discussed in Section 2.0. Any soil disturbed due to removal of structures or foundations should be re-compacted in accordance with recommendations provided in Section 6.3 or Section 7.3 as applicable. All foundation elements of the existing structures should be removed or cut off at least 1 ft below �nished grade or 1 ft below the new structural elements, whichever is deeper. All abandoned utility lines should be either removed or positively sealed to prevent possible water seepage into subgrade soils. 6.2 Drilled, Straight-Shaft Piers Our findings indicate the structural frame and walls for the proposed structure could be supported using a system of drilled, straight-shaft piers bearing at least 5 ft into tan or gray limestone and/or shale. Deeper penetrations will be required to develop additional skin friction and/or uplift resistance. Piers can be dimensioned using net allowable bearing pressure and skin friction values in Table A. TABLE A Allowable Design Parameters for Drilled, Straight Shaft Piers Allowable End Skin Friction in Skin Friction in Soil Type Bearing Pressure Compression Uplift Resistance ks ks ks Tan Limestone 15 3.0 2.6 (neglecting upper 7 ft) Gray Limestone and/or Shale 30 4.5 4.0 (within 45 ft of existing grade) Gray Limestone and/or Shale (deeper than 45 ft from existing 45 7.0 6.0 grade) Any clay or shale seams/layers should be penetrated to use the recommended bearing pressures. All piers should have a minimum length of 6 ft. Skin friction over the upper 7 ft of limestonc and the portion above the bottom of any tcmporary casing should be neglected. 4 ALPHA Report No. W 193221-rev 1 � � � At least two (2) pier shaft diameters should remain between the bottom of the pier and the termination depth of our deepest boring (about 55 ft below existing grade) to use the allowable end bearing parameters. If the minimum clearance between the bottom of the pier and the deepest boring is not provided, piers should be designed as friction piers, neglecting end bearing. In no case should piers bear deeper than the deepest boring (about 55 ft below the existing ground surface). Deeper borings will be required to verify the bearing stratum below 55 ft if deeper piers are planned. The minimum clear spacing between piers should be at least two (2) pier shaft diameters, based on the larger pier, to develop the full load carrying capacity from skin friction. Piers with tangential contact can be designed using 50 percent of the allowable skin friction. Skin friction for piers situated between tangential contact and two (2) pier shaft diameters can be calculated by interpolating the allowable skin friction between 50 percent and 100 percent, respectively. The recommended bearing pressures contain a factor of safety of at least 3 considering a general bearing capacity failure and the skin friction values have a factor of safety of at least 2. Normal elastic settlement of piers under loading is estimated at less than about 1 inch if bearing within 40 ft of existing grade and '/2 inch if bearing deeper than 40 ft below existing grade. Each pier should be sufficiently embedded into limestone and be designed with full length reinforcing steel to resist the uplift pressure (soil-to-pier adhesion) due to potential soil swell along the shaft from post construction heave and other uplift forces applied by structural loadings. The magnitude of uplift adhesion due to soil swell along the pier shaft cannot be defined accurately and can vary according to the actual in-place moisture content of the soils during construction. It is estimated this uplift adhesion will not exceed about 2.2 kips per sq ft. This soil adhesion is approximated to act uniformly over the pier shaft in contact with clay soils within 12 ft of final grade, or to the top of limestone, whichever is encountered first. A reduced uplift adhesion of 1.0 kip per sq ft can be used over the portion of the pier shaft in contact with moisture conditioned soil. The uplift adhesion due to soil swell can be neglected over the portion of the shaft in contact with non-expansive material used in the building pad areas. All grade beams connecting piers should be formed and not cast in earthen trenches. Grade beams should be formed with a nominal 8-inch void at the bottom. Commercially available cardboard box forms (cartons) are made for this purpose. The cardboard cartons should extend the full length and width of the grade beams. Prior to concrete placement, the cartons should be inspected to verify they are iirm, properly placed, and capable of supporting wet concrete. Some type of permanent soil retainer, such as pre-cast concrete panels, must be provided to prevent soils adjacent to grade beams from sloughing into the void space at the bottom of the grade beams. Additionally, backfill soils placed adjacent to grade beams must be compacted as outlined in Section 7.3 of this report. Void spaces are not required below grade beams bearing directly on limestone. Table B contains L-PILE design parameters for design of lateral resistance of drilled piers. Lateral resistance should be neglected within 6 ft of final grade due to potential soil shrinkage and/or disturbance. 5 ALPHA Report No. W 193221-rev 1 '' � TABLE B Desi n Parameters for L-PILE Clay Deeper Gray Gray than 6 ft Tan Limestone/Shale Limestone/Shale Material Below Final Limestone within 45 ft of deeper than 45 Grade existing grade ft from existing rade L-Pile p-y Model Stiff clay Weak rock Weak rock Weak Rock Effective Unit Weight (y), 0.069 0.078 0.078 0.080 ci Undrained Cohesion (c), 5.0 - - - psi Rock Uniaxial Compressive Strength (q„), - 125 250 375 si Rock Mass Modulus (Er), _ 12,500 25,000 37,500 si Rock Quality Designation 40-60 50-70 60-80 RQD 1, % Rock Strain Factor (k,,,,) - 0.0005 0.0001 0.00005 ' Rock Qualiry Designation (RQD) is based on our area experience and the results of the field ex loration. 6.3 Potential Seasonal Movements Our findings indicate floor slabs constructed within 2 ft of existing grade could experience soil- related potential seasonal movements of up to about 3'/z inches, depending on the depth to limestone below final grade. For example, where limestone is near the ground surface (such as in Boring 4— about 2 ft below the ground surface), potential movements are expected to be closer to about 2 inches. Where limestone is deeper (such as Boring 2— about 13 ft below the ground surface), potential movements are expected to be closer to about 3'/z inches. Potential movements of the entry ramp to the below grade parking levels could be up to about up to about 31/� inches, depending on the location and given elevation of the ramp. Potential movements of below grade parking levels situated at least 12 ft below final grade (assuming maximum cuts and fills of 2 ft) are estimated to be up to about 1 inch. Slabs bearing on competent limestone will experience negligible movements. Potential seasonal movements were estimated in general accordance with methods outlined by Texas Department of Transportation (TxDOT) Test Method Tex-124-E, from results of absorption swell tests and engineering judgment and experience. Estimated movements were calculated assuming the moisture content of the in-situ soil within the normal zone of seasonal moisture content change varies between a"dry" condition and a"wet" condition as defined by Tex-124-E. Also, it was assumed a 1 psi surcharge load from the floor slab acts on the subgrade soils. Movements exceeding our estimates could occur if positive drainage of surface water is not maintained or if soils are subject to an outside water source, such as leakage from a utility line or subsurface moisture migration from off-site locations. 6 ALPHA Report No. W 193221-rev 1 � � � In view of these potential seasonal movements, the most positive floor system for the building is a slab suspended completely above the existing highly expansive soils. A 12-inch void space should be provided between the bottom of the slab (and lowest suspended fixture/utility) and top surface of the underlying expansive clays. Cardboard carton forms or a deeper crawl space can be used to create the minimum void space. A ventilated crawl space is preferred. Provisions should be made for (a) adequate drainage of the under-floor space and (b) differential movement of utility lines, including areas where the utility penetrates through the grade beam and/or where the utility penetrates below grade areas. We understand it is desired to reduce potential movements of the at-grade level slabs to about 1 inch. Potential movements could be reduced to about 1 inch by placing at least 1 ft of non- expansive fill between the bottom of the floor slab and the top surface of moisture conditioned soil extending to a depth of 8 ft below the non-expansive fill, or to the top surface of limestone, whichever is encountered first. Moisture conditioning is described in Section 6.3.1. Non- expansive fill material could consist of flexible base material, select fill or onsite processed limestone as described in Section 7.3. If a soil-supported slab is used with moisture conditioned soil, consideration should be given to a "floating" (fully ground supported, and not structurally connected to walls or foundations) floor slab. This can reduce the risk of cracking and displacement of the floor slab due to differential movements between the slab and foundations. A floor slab doweled into perimeter grade beams can develop a plastic hinge (crack) parallel to and approximately 5 to 10 ft inside the building perimeter. Differential movements can still occur between the grade beam and a"floating" floor slab. The structural engineer should determine the need for connections between the slab and structural elements and determine if control joints to limit cracking are needed. A properly designed and constructed moisture barrier should be placed between the slab and subgrade soils to retard moisture migration through the slab. A floating floor slab is not critical if subgrade improvement consists of non-expansive fill extending from the bottom of the floor slab to the top surface of limestone. 6.3.1 Sub�rade Improvement Usin� Moisture-Conditioning for At-Grade Floor Slabs Movement of at-grade floor slabs could be reduced to about 1 inch by placing at least 1 ft of non-expansive material between the bottom of the slab and the top surface of moisture- conditioned soil extending to a depth of 8 ft below the non-expansive fill or to the top surface of limestone, whichever is encountered first. Non-expansive material could consist of select fill, flexible base material or onsite processed limestone as discussed in Section 7.3. Moisture-conditioning consists of over-excavating the site soils, then processing and compacting the specified minimum thickness of soil at a"target" moisture content approximated to be at least 5 percent above the material's optimum moisture content as determined by the standard Proctor method (ASTM D 698). The moisture-conditioned soil, free of debris and any rock fragment greater than 4 inches, should be placed in about 8-inch thick loose lifts and compacted to a dry density of 93 to 97 percent of standard Proctor maximum dry density. Moisture conditioning of the on-site soil should extend throughout the entire building pad area, at least 5 ft beyond the perimeter of the building and below adjacent flatwork. At entrance areas and outward swinging doors, the moisture � ALPHA Report No. W 193221-rev 1 '' � conditioning process should extend at least 10 ft beyond the perimeter of the building. However, non-expansive material should not extend beyond the building limits. If flatwork or paving is not planned adjacent to the structure (i.e. above the moisture-conditioned soils), a moisture barrier consisting of a minimum of 10 mil plastic sheeting with 8 to12 inches of soil cover should be provided above the moisture-conditioned soils. Moisture- conditioned soils should be maintained in a moist condition prior to placement of the required thickness of non-expansive material, flatwork or plastic sheeting. The resulting estimated potential seasonal movement (about 1 inch) was calculated assuming the moisture content of the moisture-conditioned soil varies between the "target" moisture content and the "wet" condition while the deeper undisturbed in-situ soil within the normal zone of seasonal moisture content change varies between the "dry" condition and the "wet" condition as defined by methods outlined in TxDOT Test Method Tex-124- E. The purpose of moisture-conditioning is to reduce the free swell potential of the moisture- conditioned soil to 1 percent or less. Additional laboratory tests (i.e., standard Proctors, absorption swell tests, etc.) should be conducted during construction to verify the "target" moisture content for moisture-conditioning (estimated at 5 percentage points above the material's optimum moisture content as defined by ASTM D 698) is suf�cient to reduce the free swell potential of the processed soil to 1 percent or less. In addition, it is recommended samples of the moisture-conditioned material be routinely obtained during construction to verify the free swell of the improved material is 1 percent or less. Installation of moisture-conditioned clays should be monitored and tested on a full-time basis by a representative of ALPHA, to verify the soils tested were placed with the proper lift thickness, moisture content, and degree of compaction. 6.4 Slab-on-Grade Foundations for Townhomes The proposed townhomes can be supported with a slab-on-grade foundation. Slab foundations will be subject to potential movements as discussed in Section 6.3. Subgrade improvement will be required to reduce potential movements of slab foundations to 1 inch as discussed in Section 6.3. The slab foundations should be designed with exterior and interior grade beams adequate to provide sufficient rigidity to the foundation system. A net allowable soil bearing pressure of 1.5 kips per sq ft may be used for design of grade beams bearing on a moisture improved subgrade as discussed in Section 6.3.1. Grade beams should bear a minimum depth of 18 inches below final grade and should have a minimum width of 10 inches for bearing capacity considerations. To reduce cracking as normal movements, occur in foundation soils, all grade beams and the floor slabs should be adequately reinforced with steel (conventional reinforcing steel and/or post-tension reinforcement). It is common to experience some minor cosmetic distress to structures with slab- on-grade foundation systems due to normal ground movements. A properly designed and constructed moisture barrier should be placed between the slab and subgrade soils to retard moisture migration through the slab. s ALPHA Report No. W 193221-rev 1 6.5 Post-Tensioned Slab-on Grade Design Criteria '' � Table C contain information for design of the post-tensioned, slab-on-grade foundation. Design parameters were evaluated based on the conditions encountered in the borings and using information and correlations published by PTI Third Edition and VOLFLO 1.5 computer program provided by Geostructural Tool Kit, Inc. (GT�. TABLE C Post-Tensioned Slab-on-Ground Design Criteria Potential Seasonal Movement =1 inch After Sub rade Im rovement Discussed in Section 6.3 EDGE LIFT CENTER LIFT Edge Moisture Distance, ft (e�„) 4.3 9.0 Differential Soil Movement, inches (y,,,) 1.2 (swell) 1.0 (shrink) 6.5 Below Grade Areas A sub-floor drainage system is recommended for any below-grade areas with finished space or where water seepage is considered critical. If occasional wet spots are acceptable for the below grade parking slabs, consideration could be given to deleting the sub-floor drainage system and rely on the perimeter wall drainage system discussed in Section 6.6. If required, the sub-floor drain system should be situated a minimum 12 inches below the bottom of the slab. The drain system could consist of collector pipes (minimum 4 inches in diameter, perforated and wrapped with filter fabric - Mirafi 140N, or equivalent) in shallow trenches connected to a uniform drainage layer at least 8 inches thick. Spacing of the drain pipes should not exceed 25 ft. The thickness of the drainage layer (if utilized) can be considered as part of the non-expansive material used for improving the subgrade to reduce slab movements. The drainage layer extending from the bottom of the slab should consist of free-draining gravel material with a maximum nominal particle size of 2 inches and not more than 5 percent passing the No. 200 sieve. Gravel meeting the gradation requirements of ASTM C 33 Size No. 57 is an example of a commercially available material suitable for this purpose. The gravel fill should be compacted to at least 95 percent of standard Proctor maximum dry density (ASTM D 698). The moisture content is not critical for proper compaction of the gravel; however, adding moisture could act as a lubricant, aiding in compaction. The sub-floor drainage system should be sloped to drain to suitable sump pits. Consideration should also be given to providing multiple sump pits with an emergency power source. The ramp to the below grade level could experience post construction movements of up to 3'/2 inches depending on the depth of limestone below the ramp. Since this can affect overhead clearances and possibly connections to the structure, we recommend suspending the ramp on drilled piers or removing all clays below the ramp to expose limestone and then backfill with non- expansive fill to final grade. 9 ALPHA Report No. W 193221-rev 1 6.6 Lateral Earth Pressures for Below Walls '' � Below grade walls should be designed to resist at-rest lateral earth pressures (ko). Walls should be designed using the equivalent fluid pressures provided in Table D, considering a triangular stress distribution and assuming a horizontal ground surface extending backward from the top of the wall. The equivalent fluid pressures provided do not include a factor of safety. TABLE D Lateral Earth Pressures — Level Ground Surface Behind Walls Equivalent Fluid Pressure, pcf Material Condition Undrained including Drained gydrostatic Pressure Frcc Draining Granular Soil At-Rest, ko=0.42 53 89 �=35°, YT =125 pcf Site Clay Soil, At-Rest, ko=0.74 --- 105 �=15°, YT =120 pcf Free draining granular backfill should consist of a non-plastic, clean, relatively well-graded granular soil consisting of sand, gravel or a sand and gravel mixture with less than 5 percent finer than the No. 200 sieve size. To reduce surface water infiltration into free draining material, the upper 1 ft of wall backfill should consist of clay soils with a plasticity index of at least 25. If drained soil parameters are used for wall design, the free draining granular backfill should extend outward at least 2 ft from the base of clay soils and then extend upward on a 1(horizontal) to 2 (vertical) slope away from the wall. At least 1 ft of free draining material should be placed between the walls and cuts in competent limestone. The free draining granular backfill should be separated from the adjacent native soils using a filter fabric (Mirafi 140N, or equivalent) to prevent intrusion of native soils into the free draining granular backfill. Complete drainage of the free draining granular backfill should be provided to prevent the development of hydrostatic pressures behind the wall. A typical drainage system could consist of perforated (slotted) PVC pipes placed in filter trenches excavated parallel to the base of the walls for their entire length. The drain pipes should be positioned at a depth lower than the bottom elevation of the wall and should also be wrapped with filter fabric (Mirafi 140N, or equivalent). A drainage system is beneficial regardless of the type of backfill used behind the wall. Below- grade walls should be waterproofed. Keyways and waterstops should be provided at all construction joints. Lightweight, hand-controlled vibrating plate compactors are recommended for compaction of backfill adjacent to walls to reduce the possibility of increases in lateral pressures due to over- compaction. Heavy compaction equipment should not be operated near the walls. Also, compaction of backfill soils behind walls should not exceed 100 percent standard Proctor maximum dry density (ASTM D 698) to further limit lateral earth pressures against walls. lo ALPHA Report No. W 193221-rev 1 6.7 Seismic Considerations '' � The Site Class for seismic design is based on several factors that include soil profile (soil or rock), shear wave velocity, and strength, averaged over a depth of 100 ft. Since our borings did not extend to 100-foot depths, we based our determinations on the assumption that the subsurface materials below the bottom of the borings were similar to those encountered at the termination depth of the borings. Based on Section 1613.3.2 of the 2012 International Building Code and Table 20.3-1 in the 2010 ASCE-7, we recommend using Site Class C(very dense soil and soft rock) for seismic design at this site. 6.8 Exterior Flatwork Flatwork, pavement, and any other soil-supported structural elements will be subjected to the same level of movement discussed in Section 6.3. If this level of movement is not acceptable, flatwork could be suspended on drilled piers as described in Section 6.2. As an alternative, subgrade improvements as discussed in Section 6.3 could be considered for reduction in soil movements in any areas where post-construction movements is critical. 6.9 Pavement To permit correlation between information from test borings and actual subgrade conditions exposed during construction, a qualified Geotechnical Engineer should be retained to provide subgrade monitoring and testing during construction. If there is any change in project criteria, the recommendations contained in this report should be reviewed by our office. Calculations used to determine the required pavement thickness are based only on the physical and engineering properties of the materials used and conventional thickness determination procedures. Pavement joining buildings should be constructed with a curb and the joint between the building and curb should be sealed. Related civil design factors such as subgrade drainage, shoulder support, cross-sectional configurations, surface elevations, reinforcing steel, joint design and environmental factors will significantly affect the service life and must be included in preparation of the construction drawings and specifications, but all were not included in the scope of this study. Normal periodic maintenance will be required for all pavement to achieve the design life of the pavement system. The recommended pavement sections are considered the minimum necessary to provide satisfactory performance based on the expected traffic loading. In some cases, City minimum standards for pavement section construction may exceed those recommended. 6.9.1 Pavement Subgrade Preparation Subgrade improvement is not required where free draining material or non-expansive fill is present at the final pavement subgrade elevation in below grade areas. Where clay soils comprise the pavement subgrade, the exposed surface of the pavement subgrade soil should be scarified to a depth of 6 inches and mixed with a minimum 7 percent hydrated lime (by dry soil weight) in conformance with TxDOT Standard Specification Item 260. Assuming an in-place unit weight of 100 pcf for the pavement subgrade soils, this percentage of lime equates to about 32 lbs of lime per sq yard of treated subgrade. The actual amount of lime required should be confirmed by additional m ALPHA Report No. W 193221-rev 1 � � � laboratory tests (ASTM C 977 Appendix XI) prior to construction. The soil-lime mixture should be compacted to at least 95 percent of standard Proctor maximum dry density (ASTM D 698) and within the range of 0 to 4 percentage points above the mixture's optimum moisture content. In all areas where hydrated lime is used to stabilize subgrade soil, routine Atterberg-limit tests should be performed to verify the resulting plasticity index of the soil-lime mixture is at/or below 15. We recommend subgrade improvement procedures extend at least 1 ft beyond the edge of the pavement to reduce effects of seasonal shrinking and swelling upon the extreme edges of pavement. Improvement of the pavement subgrade soil will not prevent normal seasonal movement of the underlying untreated materials. Pavement and other flatwork will have the same potential for movement as slabs constructed directly on the existing undisturbed soils. Good perimeter surface drainage with a minimum slope of 2 percent away from the pavement is recommended. The use of sand as a leveling course below pavement and the use of an aggregate base course supported on expansive clays should be avoided. Normal maintenance of pavement should be expected over the life of the structures. Lime stabilization is not required where limestone is exposed at the final pavement subgrade elevation. Cuttings from adjacent lime stabilized soils, limestone cuttings or flexible base material should be used as a leveling course in these areas. 6.9.2 Portland Cement Concrete (PCC) Pavement Following subgrade improvement as recommended in Section 6.9.1, PCC (reinforced) pavement sections are recommended in Table E. TABLE E Recommended PCC Pavement Sections Paving Areas and/or Type Subgrade Thickness, PCC Thickness, Inches Inches Parking Areas Subjected Exclusively to Scarified and 5 Passen er Vehicle Traffic, Com acted native , 6 Drive Lanes, Fire Lanes, Areas Subject to Lime Modified, 6 6 Li ht Volume Truck Traffic Dumpster Traffic Areas, Areas subject to Moderate Volume Truck Traffic, Lime Modified, 6 7 PCC should have a minimum compressive strength of 3,000 psi at 28 days in parking areas subjected exclusively to passenger vehicle traffic. We recommend a minimum compressive strength of 3,500 psi at 28 days for the drive lanes, fire lanes, and truck areas. Concrete should be designed with 5±1 percent entrained air. Joints in concrete paving should not exceed 15 ft. Reinforcing steel should consist of No. 3 bars placed at 18 inches on-center in two directions. Improvement of the pavement subgrade is recommended for drive lanes, fire lanes and pavement subj ect to truck traffic. Improvement of the pavement subgrade is not necessary for pavements subjected exclusively to passenger vehicle traffic, although improvement in 12 ALPHA Report No. W 193221-rev 1 '' � these areas would be generally beneficial to the long-term performance of the pavement. Improvement of the subgrade is described in Section 6.9.1. Alternatively, mechanical improvement of the pavement clay subgrade could be eliminated by increasing the PCC thickness in the pavement sections presented in Table E by 1 inch. Prior to construction of pavement on unimproved subgrade soil, the exposed subgrade should be scarified to a depth of at least 6 inches and compacted to at least 95 percent of standard Proctor maximum dry density (ASTM D 698) and within the range of -1 to +3 percentage points of the material's optimum moisture content. 6.10 Drainage and Other Considerations Adequate drainage should be provided to reduce seasonal variations in the moisture content of foundation soils. All pavement and sidewalks within 10 ft of the building should be sloped away from the structure to prevent ponding of water around the foundation. Final grades within 10 ft of the structure should be adjusted to slope away from the structure at a minimum slope of 2 percent. Maintaining positive surface drainage throughout the life of the structure is essential. In areas with pavement or sidewalks adjacent to the new building, a positive seal must be maintained between the structure and the pavement or sidewalk to minimize seepage of water into the underlying supporting soils. Post-construction movement of pavement and flatwork is common. Normal maintenance should include examination of all joints in paving and sidewalks, etc. as well as resealing where necessary. Several factors relate to civil and architectural design and/or maintenance, which can significantly affect future movements of the foundation and floor slab systems: • Preferably, a complete system of gutters and downspouts should carry runoff water a minimum of 5 feet from the completed structure. • Large trees and shrubs should not be allowed closer to the foundation than a horizontal distance equal to roughly one-half of their mature height due to their significant moisture demand upon maturing. • Moisture conditions should be maintained "constant" around the edge of the slab. Ponding of water in planters, in unpaved areas, and around joints in paving and sidewalks can cause slab movements beyond those predicted in this report. • Planter box structures placed adj acent to the buildings should be provided with a means to assure concentrations of water are not available to the subsoil stratigraphy. • The root systems from existing trees at this site will have dried and desiccated the surrounding clay soils, resulting in soil with near-maximum swell potential. Clay soils surrounding tree root mats in areas to be covered with grade slabs (flatwork, pavement and equipment pads) should be removed to a minimum depth of 1 ft below the root ball and compacted in-place with moisture and density control as described in Section 7.3. 13 ALPHA Report No. W 193221-rev 1 '' � Trench backfill for utilities should be properly placed and compacted as outlined in Section 7.4 and in accordance with requirements of local City standards. Since granular bedding backfill is used for most utility lines, the backfilled trench should not become a conduit and allow access for surface or subsurface water to travel toward the new structures. Concrete cut-off collars or clay plugs should be provided where utility lines cross building lines to prevent water from traveling in the trench backfill and entering beneath the structures. 7.0 GENERAL CONSTRUCTION PROCEDURES AND GUIDELINES Variations in subsurface conditions could be encountered during construction. To permit correlation between test boring data and actual subsurface conditions encountered during construction, it is recommended a registered Professional Engineering firm be retained to observe construction procedures and materials. Some construction problems, particularly degree or magnitude, cannot be anticipated until the course of construction. The recommendations offered in the following paragraphs are intended not to limit or preclude other conceivable solutions, but rather to provide our observations based on our experience and understanding of the project characteristics and subsurface conditions encountered in the borings. 7.1 Site Preparation and Grading Existing fill was encountered to depths of up about 2 ft and 3 ft below the ground surface in Borings 5 and 7, respectively. Existing fill materials can also contain organics, boulders, rubble, and other debris which could be encountered during site grading and general excavation. The earthwork and excavation contracts should contain provision for removal of unsuitable materials in the existing fill. Test pit excavations performed prior to construction can be used to evaluate the depth, extent and composition of existing fill at this site. ALPHA would be pleased to provide this service if desired. Limestone was encountered at depths of about 2 ft to 13 ft below the existing ground surface in the borings and we expect limestone will be encountered during general excavation and in the excavation for below grade levels. From our experience, this limestone can be very hard and difficult to excavate. Rock excavation methods (including, but not limited to rock teeth, rippers, jack hammers, or sawcutting) may be required to remove the limestone. Crushing equipment may be required to process the limestone if it is desired to use this material as compacted fill on the site. The contractor selected should have experience with excavation in hard limestone. All areas supporting floor slabs, pavement, flatwork, or areas to receive new fill should be properly prepared. • After completion of the necessary stripping, clearing, and excavating and prior to placing any required fi11, the exposed soil subgrade should be carefully evaluated by probing and testing. Any undesirable material (organic material, wet, soft, or loose soil) still in place should be removed. • The exposed soil subgrade should be further evaluated by proof-rolling with a heavy pneumatic tired roller, loaded dump truck or similar equipment weighing approximately 20 tons to check for pockets of soft or loose material hidden beneath a thin crust of possibly better soil. 14 ALPHA Report No. W 193221-rev 1 '' � • Proof-rolling procedures should be observed routinely by a Professional Engineer, or his designated representative. Any undesirable material (organic material, wet, soft, or loose soil) exposed during the proof-roll should be removed and replaced with well-compacted material as outlined in Section 7.3. • Prior to placement of any �11, the exposed soil subgrade should then be scarified to a minimum depth of 6 inches and recompacted as outlined in Section 7.3. If fill is to be placed on existing slopes (natural or constructed) steeper than six horizontal to one vertical (6:1), the fill materials should be benched into the existing slopes in such a manner as to provide a minimum bench-key width of five (5) ft. This should provide a good contact between the existing soils and new fill materials, reduce potential sliding planes, and allow relatively horizontal lift placements. Even if fill is properly compacted as recommended in Section 7.3 of, fills in excess of about 10 ft are still subject to settlements over time of up to about 1 to 2 percent of the total fill thickness. This should be considered when planning or placing deep fills. Slope stability analysis of embankments (natural or constructed) was not within the scope of this study. The contractor is responsible far designing any excavation slopes, temporary sheeting or shoring. Design of these structures should include any imposed surface surcharges. Construction site safety is the sole responsibility of the contractor, who shall also be solely responsible for the means, methods and sequencing of construction operations. The contractor should also be aware that slope height, slope inclination or excavation depths (including utility trench excavations) should in no case exceed those speciiied in local, state and/or federal safety regulations, such as OSHA Health and Safety Standard for Excavations, 29 CFR Part 1926, or successor regulations. Stockpiles should be placed well away from the edge of the excavation and their heights should be controlled so they do not surcharge the sides of the excavation. Surface drainage should be carefully controlled to prevent flow of water over the slopes and/or into the excavations. Construction slopes should be closely observed for signs of mass movement, including tension cracks near the crest or bulging at the toe. If potential stability problems are observed, a geotechnical engineer should be contacted immediately. Shoring, bracing or underpinning required for the project (if any) should be designed by a professional engineer registered in the State of Texas. Due to the nature of the clay soils found near the surface at the borings, traffic of heavy equipment (including heavy compaction equipment) may create pumping and general deterioration of shallow soils. Therefore, some construction difficulties should be anticipated during periods when these soils are saturated. 7.2 Foundation Excavations All foundation excavations should be properly monitored to verify loose, soft, or otherwise undesirable materials are removed and foundations will bear on satisfactory material. Surface runoff should be drained away from excavations and not allowed to pond in the bottom of the excavation. The exposed foundation soils should not be allowed to become excessively dry or wet before placement of concrete. All concrete for foundations should be placed as soon as practical after the excavation is made. Drilled piers should be excavated and concrete placed the same day. 15 ALPHA Report No. W 193221-rev 1 '' � Prolonged exposure of the bearing surface to air or water will result in changes in strength and compressibility of the bearing stratum. Therefore, if delays occur, straight shaft drilled piers should be slightly widened and deepened to provide a fresh penetration surface, or a new (deeper) full penetration should be provided. Grade beams for slab foundations should be slightly deepened and cleaned. All pier shafts should be at least 1.5 ft in diameter or 1/30th of the pier length, whichever is greater, to facilitate clean-out of the base and proper monitoring. Concrete placed in pier holes should be directed through a tremie, hopper, or equivalent. Placement of concrete should be vertical through the center of the shaft without hitting the sides of the pier or reinforcement to reduce the possibility of segregation of aggregates. Concrete placed in piers should have a minimum slump of 5 inches (but not greater than 7 inches) to avoid potential honey-combing. Observations during pier drilling should include, but not necessarily be limited to, the following items: • Verification of proper bearing strata and consistency of subsurface stratification with regard to boring logs, • Confirmation the minimum required penetration into the bearing strata is achieved, • Complete removal of cuttings from bottom of pier holes, • Proper handling of any observed water seepage and sloughing of subsurface materials, • No more than 2 inches of standing water should be permitted in the bottom of pier holes prior to placing concrete, and • Verification of pier diameter and steel reinforcement. Free groundwater was not encountered in the borings. However, from our experience, groundwater seepage could be encountered during pier installation, and the risk of encountering seepage is increased during or after periods of precipitation. Temporary casing could be useful to control groundwater seepage that could during pier drilling. Casing should be seated below the depth of seepage, and all water and loosened material should be removed from the cased excavation before starting the design penetration. As casing is extracted, care should be taken to maintain a positive head of plastic concrete and minimize the potential for intrusion of water seepage. It is recommended a separate bid item be provided for casing on the contractors' bid schedule. 7.3 Fill Compaction Select Fill (Non-Expansive Fill): Select fill used as non-expansive fill should have a liquid limit less than 35, a plasticity index (PI) not less than 4 nor greater than 15. Select fill should not contain deleterious material and debris. Select fill should be compacted to a dry density of at least 95 percent of standard Proctor maximum dry density (ASTM D 698) and within the range of -1 to +3 percentage points of the material's optimum moisture content. The plasticity index and liquid limit of material used as select, non-expansive fill should be verified during fill placement using 16 ALPHA Report No. W 193221-rev 1 � � � laboratory tests. Atterberg limits tests to verify the select, non-expansive fill shall be performed at a frequency of at least one test per 2 feet of thickness per 5,000 square feet. Atterberg limits shall be staggered between various lifts within each 5,000 square feet. Flexible Base Material (Non-Expansive Fill): Flexible base material used as non-expansive fill for the building pad area should meet the requirements of TxDOT Item 247, Type A or D, Grade 1-2 or 3. The material should be compacted to a minimum 95 percent of standard Proctor maximum dry density (ASTM D 698) and within -2 to +3 percentage points of the material's optimum moisture content. Processed limestone used as fill should be compacted to at least 95 percent of standard Proctor maximum dry density. The compacted moisture content of the processed limestone is not considered crucial to proper performance. However, if the material's moisture content during placement is within 3 percentage points of optimum, the compactive effort required to achieve the minimum compaction criteria may be minimized. Individual rock pieces larger than 6 inches in dimension should not be used as fill. However, if rock fill is utilized within 3 ft below the bottom of floor slabs, the maximum allowable size of individual rock pieces should be reduced to 3 inches. Processed limestone used as fill should incorporate sufficient fines to prevent the presence of voids around larger diameter rock pieces. A gradation of at least 40 percent passing a standard No. 4 sieve is recommended. Processed rock used as non-expansive fill in the building area should have a plasticity index less than 15 and a maximum aggregate size of 3 inches. The following recommendations pertain to general fi1L Moisture conditioned soil should be placed in accordance with Section 6.3. Clay soils used far general fill with a plasticity index equal to or greater than 25 should be compacted to a dry density between 93 and 98 percent of standard Proctor maximum dry density (ASTM D 698). The compacted moisture content of the clays during placement should be within the range of +2 to +6 percentage points of the material's optimum moisture. Clay soils with a plasticity index below 25 should be compacted to a dry density of at least 95 percent of standard Proctor maximum dry density (ASTM D 698) and within the range of 1 percentage point below to 3 percentage points above the material's optimum moisture content. Clay fill should be process and the largest particle or clod should be less than 6 inches prior to compaction. In cases where mass fills are more than 10 ft deep, the fill/backfill below 10 ft should be compacted to at least 100 percent of standard Proctor maximum dry density (ASTM D 698) and within — 2 to +2 percentage points of the material's optimum moisture content. The portion of the fill/backfill shallower than 10 ft should be compacted as outlined above. Compaction should be accomplished by placing fill in about 8-inch thick loose lifts and compacting each lift to at least the specified minimum dry density. Field density and moisture content tests should be performed on each lift. 17 ALPHA Report No. W 193221-rev 1 7.4 Utilities '' � In cases where utility lines are more than 10 ft deep, the iilUbackfill below 10 ft should be compacted to at least 100 percent of standard Proctor maximum dry density (ASTM D 698) and within —2 to +2 percentage points of the material's optimum moisture content. The portion of the fill/backfill shallower than 10 ft should be compacted as previously outlined. Density tests should be performed on each lift (maximum 12-inch thick) and should be performed as the trench is being backfilled. Even if fill is properly compacted, fills in excess of about 10 ft are still subject to settlements over time of up to about 1 to 2 percent of the total fi11 thickness. This should be conside�ed when designing pavement over utilities and/or other areas with deep fill. If utility trenches or other excavations extend to or beyond a depth of 5 ft below construction grade, the contractor or others shall be required to develop an excavation safety plan to protect personnel entering the excavation or excavation vicinity. The collection of specific geotechnical data and the development of such a plan, which could include designs for sloping and benching or various types of temporary shoring, is beyond the scope of this study. Any such designs and safety plans shall be developed in accordance with current OSHA guidelines and other applicable industry standards. 7.5 Groundwater Groundwater was not encountered in the borings. However, from our experience, groundwater could be encountered during general grading and excavation at this site. The risk of encountering seepage is increased during or after periods of precipitation. Standard sump pit and pumping procedures should be adequate to control seepage on a local basis for relatively shallow excavations. In any areas where cuts are made, attention should be given to possible seasonal water seepage that could occur through natural cracks and fissures in the newly exposed stratigraphy. The risk of seepage is increased where limestone is exposed in excavations and slopes or is near final grade, including below grade portions of the structure. In these areas, subsurface drains may be required to intercept seasonal groundwater seepage. The need for these or other de-watering devices should be carefully addressed during construction. Our office could be contacted to visually observe the final grades to evaluate the need for such drains. 8.0 LIMITATIONS Professional services provided in this geotechnical exploration were performed, findings obtained, and recommendations prepared in accordance with generally accepted geotechnical engineering principles and practices. The scope of services provided herein does not include an environmental assessment of the site or investigation for the presence or absence of hazardous materials in the soil, surface water or groundwater. ALPHA, upon written request, can be retained to provide these services. ALPHA is not responsible for conclusions, opinions or recommendations made by others based on this data. Information contained in this report is intended for the exclusive use of the Client (and their designated design representatives), and is related solely to design of the specific 1s ALPHA Report No. W 193221-rev 1 � � � structures outlined in Section 2.0. No party other than the Client (and their designated design representatives) shall use or rely upon this report in any manner whatsoever unless such party shall have obtained ALPHA's written acceptance of such intended use. Any such third party using this report after obtaining ALPHA's written acceptance shall be bound by the limitations and limitations of liability contained herein, including ALPHA's liability being limited to the fee paid to it for this report. Recommendations presented in this report should not be used for design of any other structures except those specifically described in this report. In all areas of this report in which ALPHA may provide additional services if requested to do so in writing, it is presumed that such requests have not been made if not evidenced by a written document accepted by ALPHA. Further, subsurface conditions can change with passage of time. Recommendations contained herein are not considered applicable for an extended period of time after the completion date of this report. It is recommended our office be contacted for a review of the contents of this report for construction commencing more than one (1) year after completion of this report. Non- compliance with any of these requirements by the Client or anyone else shall release ALPHA from any liability resulting from the use of, or reliance upon, this report. Recommendations provided in this report are based on our understanding of information provided by the Client about characteristics of the project. If the Client notes any deviation from the facts about project characteristics, our ofiice should be contacted immediately since this may materially alter the recommendations. Further, ALPHA is not responsible for damages resulting from workmanship of designers or contractors. It is recommended the Owner retain qualified personnel, such as a Geotechnical Engineering firm, to verify construction is performed in accordance with plans and specifications. 19 ALPHA Report No. W 193221-revl A-1 METHODS OF FiELD EXPLORATiON Using standard rotary drilling equipment, a total of eight (8) test borings were performed for this geotechnical exploration at the approximate locations shown on the Boring Location Plan, Figure 1. The boring locations were staked by using a handheld GPS device or by pacing/taping and estimating right angles from landmarks which could be identified in the field and as shown on the site plan provided during this study. The locations of the test borings shown on the Boring Location Plan are considered accurate only to the degree implied by the methods used to define them. Relatively undisturbed samples of the cohesive subsurface materials were obtained by hydraulically pressing 3-inch O.D. thin-wall sampling tubes into the underlying soils at selected depths (ASTM D 1587). These samples were removed from the sampling tubes in the �eld and evaluated visually. One representative portion of each sample was sealed in a plastic bag for use in future visual evaluation and possible testing in the laboratory. A modified version of the Texas Cone Penetration (TCP) test was completed in the field to determine the apparent in-place strength characteristics of the rock type materials. A 3-inch diameter steel cone driven by a 170-pound hammer dropped 24 inches is the basis for TxDOT strength correlations. In this case, ALPHA TESTING, INC. has modified the procedure by using a 140-pound hammer dropping 30-inches for completion of the field test. Depending on the resistance (strength) of the materials, either the number of blows of the hammer required to provide 12 inches of penetration, or the inches of penetration of the cone due to 100 blows of the hammer are recorded on the field log and are shown on the Log of Boring sheets as "TX Cone" (reference TxDOT Test Method TEX 132-E, as modified). Logs of the borings are included in the Appendix. The logs show visual descriptions of subsurface strata encountered using the Unified Soil Classification System. Sampling information, pertinent field data, and field observations are also included. Samples not consumed by testing will be retained in our laboratory for at least 14 days and then discarded unless the Client requests otherwise. N . � �. . „_; . ti �F„ Ji #a11R 4i1 I� �H � - .. I _. _ . � � F '�I�Y� a1IIl' � ,511�+�117Y ' �- B-3 „�� ,�� •� � � _ �_ _ — � -� — � �—,.-� — — �+-�� — � � � — ! � 1 � . i:�k •. � i ItiiGl��! � . } - � ��' I - •� -- � I-r ' D- 1 I ' f � q ' • • • ' �t � �11'! �i ��kc — I'_ — _I ��ti �M���+, ,� L ����� p_ � a� 1, • �6y �� Yh1J � �-V � 1 ' .la� ,I _ .�� I . • •iid•. Ii�i1�4�I��F � . � *� � �I � 1 �Y� IrS� LY5�-- . . # FY �� a � , � a ��' I I 1''.7�llil fi'i � i F ;�r,�a�' ��Gi��>� I ����x� ;�x��] I;�f���,7 rr�i� i � ni�; i a_ _� , ::�, ] � I F�MQu I . , ..� .�� �� r,�.��., S ST�R Y{3S Ml�� H�I�+HT� I I ��� I a �.�n.�� : � ��"�y` �I� 1' - _. � .' -_ .. y-. . .� �'f � 5 ' ' r ti � ..J.� ± l�NI1r4 1 iuir�� �� � .� jj��..� � , CrlFi�wn , —''���'''`` r B-% � . ' ' �ONED'J4 b} - �. ��_. . } - - R1GATtiwG -+'��-J � • . . � n�� � . � _- � r !'p S?� • � 1 � � x � • �� ' 't D ^ I • I � � � i' '• i� �"~ k � 5•Y �� � X F7: I 17-`� I + � � x i' y �a711iJV � ' r k • I •5 t . r B_O r' S y .. " � 5 1 � tiru��. 47l1�'1 � f - 1 '�'' �.•, �.xi u � ��fM� . yF� - /,�_ .--...�� �' '�iil•fa0ii5#i �� ' � . '���'• ��� �� 5 G Y .� �' x ° �fl�P�d�E� �O*FfIG `` � . � P�� t F10T�i -: �.,,� ,,. �, I�I I I I� . J- �� � ��• � • B-2 � •.�, � �r�ol°�s F�+ . �� }� � � � ` � BQ4�f1E FI�U�� FiaTf� ,� ' ., : � t f� s•. • ' t.. �i7' WtiK I��e�l ' y�7� � k � I J x� � * ' '{ �� i� � �I � o r �V � ��. B-5 ����' �v .� � �, . � ,. I 5�l , y�O �; �� �� , �� ., � �o �.,. ,,.,. � � -�� �� � �, L ' S � 5 ~ � + ' YM1 � I . � ' 1 1� � • — 5 ; K _ I � �' � � 4 � �� ' �� ' f� �_�[� �.:�� GEOTECHNICAL EXPLORATION BOWIE HOUSE BOUTIQUE HOTEL AND PARKING GARAGE 3716 CAMP BOWIE BOULEVARD FORT WORTH, TEXAS ALPHA PROJECT NO. W193221-revl � � � � � � � � � � I � � � APPROXIMATE BORING LOCATION � �HEAE IT ALL AE�INS FIGURE 1 BORING LOCATION PLAN ALPHA Report No. W 193221-rev 1 B-1 METHODS OF LABORATORY TESTING Representative samples were evaluated and classified by a qualified member of the Geotechnical Division and the boring logs were edited as necessary. To aid in classifying the subsurface materials and to determine the general engineering characteristics, natural moisture content tests (ASTM D 2216), Atterberg-limit tests (ASTM D 4318) and dry unit weight determinations were performed on selected samples. In addition, unconfined compressive strength tests (ASTM D 2166) and pocket-penetrometer tests were conducted on selected soil samples to evaluate soil shear strength. Results of these laboratory tests are provided on the Log of Boring sheets. In addition to the Atterberg-limit tests, the expansive properties of the clay soils were further analyzed by absorption swell tests. The swell test is performed by placing a selected sample in a consolidation machine and applying either the approximate current or expected overburden pressure and then allowing the sample to absorb water. When the sample exhibits very little tendency for further expansion, the height increase is recorded and the percent free swell and total moisture gain calculated. Results of the absorption swell tests are provided on the Swell Test Data sheet, Figure 2 included in this Appendix. sosBBYushcreekRa. gORING NO.: 1 A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9 Phone.• 817-496-5600 Sheet 1 of 1 Fax: s»-a9h-shn8 pROJECT NO.' W193221 W H E R E I T A L L B E G I N S www.alphatesting.com Client: Bowie House Properties, LLC Location: Fort Worth, Texas Project: Bowie House Boutique Hotel and Parking Garage Surface Elevation: Start Date: 12/17/2019 End Date: 12����20�9 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x � > rn - . � � � NONE �' T �� a� U� �'�g �� a�i E � a o � �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _ ZAfter Drllling (ft): DRY °' >C1 � o � E °' v� mo � � o � � Y � � . a o- - �- �� p� a° o •� C dN 0 n U '7 in .V � � �° �After Hours (ft): a� 0 � — �� X� � o� o o � � � a m � �a a � Z � � a MATERIAL DESCRIPTION 4" ASPHALT 0.3 Brown CLAY 2.p 4.5+ 15 Tan CLAY with limestone fragements 4 Q 4.5+ 16 39 17 22 5 Tan LIMESTONE with clay seams and layers 100/ 2.75„ 10 100/ 5.5" 15 100/ 2.25" 20 20.0 100/ Gray LIMESTONE with shale seams and layers 2�� 25 100/ 1.5" 30 100/ 2.25„ 35 100/ 3" 40 100/ 2�� 45 100/ 2�� 50 100/ 1" 55 55.0 100/ TEST BORING TERMINATED AT 55 FT 1.25" sosBBYushcreekRa. gORING NO.: 2 A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9 Phone.• 817-496-5600 Sheet 1 of 1 Fax: s»-a9h-shn8 pROJECT NO.' W193221 W H E R E I T A L L B E G I N S www.alphatesting.com Client: Bowie House Properties, LLC Location: Fort Worth, Texas Project: Bowie House Boutique Hotel and Parking Garage Surface Elevation: Start Date: 12/17/2019 End Date: 12����20�9 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x � > rn - . � � � NONE �' T �� a� U� �'�g �� a�i E � a o � �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _ ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y � � . a o- - � o� o� a° o•� � d� p n U �s � .� � � �° �After_ Hours (ft): � � V a� o-- o o" �' � m � � �� xa a?� Z� � a a MATERIAL DESCRIPTION 3" ASPHALT 0.2 Brown CLAY 4.5+ 21 61 22 39 0.1 5 4.5 22 6.0 Reddish Brown CLAY 4.5 15 44 17 27 0.0 8.0 Tan CLAY with calcareous deposits and limestone 4.5 1.9 113 16 10 fragements 13.0 Tan LIMESTONE with clay seams and layers 15 100/ 2.5" 20 100/ 1.25" 25 25.0 100/ Gray LIMESTONE with shale seams and layers 0.75" 30 100/ 3" 35 100/ 2.5„ 40 100/ 2�� 45 100/ 1.5" 50 100/ 2�� 55 55.0 100/ TEST BORING TERMINATED AT 55 FT 2•25�� sosBBYushcreekRa. gORING NO.: 3 A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9 Phone.• 817-496-5600 Sheet 1 of 1 Fax: s»-a9h-shn8 pROJECT NO.' W193221 W H E R E I T A L L B E G I N S www.alphatesting.com Client: Bowie House Properties, LLC Location: Fort Worth, Texas Project: Bowie House Boutique Hotel and Parking Garage Surface Elevation: Start Date: 12/16/2019 End Date: 12/16/2019 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x � > rn - . � � � NONE �' T �� a� U� �'�g �� a�i E � a o � �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _ ZAfter Drllling (ft): DRY °' >C1 � o � E °' v� mo � � o � � Y � � . a o- - �- �� p� a° o •� C dN 0 n U '7 in .V � � �° �After Hours (ft): a� 0 � — �� X� � o� o o � � � a m � �a a � Z � � a MATERIAL DESCRIPTION 4" ASPHALT 0.3 6" BASE 0.8 4.5 19 37 18 19 Brown CLAY 2.0 4.5+ 10 5 Tan CLAY with limestone fra ements 4.0 Tan LIMESTONE with clay seams and layers 100/ 6" 10 100/ 2.5„ 15 15.0 100/ Gray LIMESTONE with shale seams and layers 1.75" 20 100/ � �� 25 100/ 0.5" 30 100/ 0.75" 35 35.0 100/ TEST BORING TERMINATED AT 35 FT 0.75" 40 45 50 55 sosBBYushcreekRa. gORING NO.: 4 A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9 Phone.• 817-496-5600 Sheet 1 of 1 Fax: s»-a9h-shn8 pROJECT NO.' W193221 W H E R E I T A L L B E G I N S www.alphatesting.com Client: Bowie House Properties, LLC Location: Fort Worth, Texas Project: Bowie House Boutique Hotel and Parking Garage Surface Elevation: Start Date: 12/17/2019 End Date: 12����20�9 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x � > rn - . � � � NONE �' T �� a� U� �'�g �� a�i E � a o � �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _ ZAfter Drllling (ft): DRY °' >C1 � o � E °' v� mo � � o � � Y � � . a o- - �- �� p� a° o •� C dN 0 n U '7 in .V � � �° �After Hours (ft): a� 0 � — �� X� � o� o o � � � a m � �a a � Z � � a MATERIAL DESCRIPTION 4" ASPHALT 0.3 Brown CLAY with limestone fra ments 2.0 4.5+ 12 38 19 19 Tan LIMESTONE with clay seams and layers 5 100/ 11.5" 10 100/ 3" 15 100/ 3" 20 100/ 2�� 25 25.0 100/ Gray LIMESTONE with shale seams and layers 1.25" 30 100/ 3" 35 35.0 100/ TEST BORING TERMINATED AT 35 FT 2•25�� 40 45 50 55 sosBBYushcreekRa. gORING NO.: 5 A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9 Phone.• 817-496-5600 ee o Fax: s»-a9h-shn8 pROJECT NO.: W193221 W H E R E I T A L L B E G I N S www.alphatesting.com Client: Bowie House Properties, LLC Location: Fort Worth, Texas Project: Bowie House Boutique Hotel and Parking Garage Surface Elevation: Start Date: 8/18/2020 End Date: 8/18/2020 West: Drilling Method: North: Hammer Drop (Ibs / in): GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x � > rn - . � � � NONE �' T �� a� U� �'�g �� a�i E � a o � �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _ ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y � � . a o- - n- �� o� a° o•� � aN 0 n U '� in .� � � �° �After_ Hours (ft): � � V a� o� o o" �' � � m � � �' � �a a ��" Z � � a a � MATERIAL DESCRIPTION Brown CLAY with limestone fragments and gravel 4.5+ 12 - FILL 2.0 Dark Brown CLAY with limestone fragments 4.5+ 20 69 23 46 5 4.5+ 5.0 103 15 6.0 Tan WEATHERED LIMESTONE with clay seams and layers 10 100/ 9�� 15 15.0 Tan LIMESTONE 100/ 20 100/ 0.50" 23.0 25 Gray LIMESTONE 100/ 0" 28.0 Gray SHALE with limestone seams and layers 30 100/ 4.50" 35 100/ 0.50" 40 100/ 9�� 45 100/ 3" 50 100/ 0.75" 55 55.0 100/ TEST BORING TERMINATED AT 55 FT 0.25" sosBBYushcreekRa. gORING NO.: 6 A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9 Phone.• 817-496-5600 ee o Fax: s»-a9h-shn8 pROJECT NO.: W193221 W H E R E I T A L L B E G I N S www.alphatesting.com Client: Bowie House Properties, LLC Location: Fort Worth, Texas Project: Bowie House Boutique Hotel and Parking Garage Surface Elevation: Start Date: 8/18/2020 End Date: 8/18/2020 West: Drilling Method: North: Hammer Drop (Ibs / in): GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x � > rn - . � � � NONE �' T �� a� U� �'�g �� a�i E � a o � �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _ ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y � � . a o- - n- �� o� a° o•� � aN 0 n U '� in .� � � �° �After_ Hours (ft): � � V a� o� o o" �' � � m � � �' � �a a ��" Z � � a a � MATERIAL DESCRIPTION Light Brown CLAY with limestone fragments 4.5+ 8 41 16 25 3.0 4.5+ 11 5 Tan LIMESTONE 100/ 0.75" 10 100/ 0.50" 15 100/ 16.0 0.50" Gray LIMESTONE 20 20.0 100/ TEST BORING TERMINATED AT 20 FT 0.50" 25 30 35 40 45 50 55 sosBBYushcreekRa. gORING NO.: 7 A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9 Phone.• 817-496-5600 ee o Fax: s»-a9h-shn8 pROJECT NO.: W193221 W H E R E I T A L L B E G I N S www.alphatesting.com Client: Bowie House Properties, LLC Location: Fort Worth, Texas Project: Bowie House Boutique Hotel and Parking Garage Surface Elevation: Start Date: 8/18/2020 End Date: 8/18/2020 West: Drilling Method: North: Hammer Drop (Ibs / in): GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x � > rn - . � � � NONE �' T �� a� U� �'�g �� a�i E � a o � �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _ ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y � � . a o- - n- �� o� a° o•� � aN 0 n U '� in .� � � �° �After_ Hours (ft): � � V a� o� o o" �' � � m � � �' � �a a ��" Z � � a a � MATERIAL DESCRIPTION 3" ASPHALT 0.3 Brown CLAY - FILL 3.0 3.0 20 51 18 33 Tan LIMESTONE with clay seams and layers 5 100/ 1.50" 10 100/ 0.50" 15 100/ 0.25" 20 20.0 100/ TEST BORING TERMINATED AT 20 FT 0.50" 25 30 35 40 45 50 55 sosBBYushcreekRa. gORING NO.: 8 A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9 Phone.• 817-496-5600 ee o Fax: s»-a9h-shn8 pROJECT NO.: W193221 W H E R E I T A L L B E G I N S www.alphatesting.com Client: Bowie House Properties, LLC Location: Fort Worth, Texas Project: Bowie House Boutique Hotel and Parking Garage Surface Elevation: Start Date: 8/18/2020 End Date: 8/18/2020 West: Drilling Method: North: Hammer Drop (Ibs / in): GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x � > rn - . � � � NONE �' T �� a� U� �'�g �� a�i E � a o � �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _ ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y � � . a o- - n- �� o� a° o•� � aN 0 n U '� in .� � � �° �After_ Hours (ft): � � V a� o� o o" �' � � m � � �' � �a a ��" Z � � a a � MATERIAL DESCRIPTION Brown CLAY with limestone fragments 2 � 4.5+ 8 43 17 26 Tan LIMESTONE with clay seams and layers 5 100/ 1.50" 10 100/ 0.50" 15 100/ 16.0 0.50" Gray LIMESTONE 20 20.0 100/ TEST BORING TERMINATED AT 20 FT 0.25" 25 30 35 40 45 50 55 ALPHA/� � TESTING WHERE IT ALL BEGINS SOIL & ROCK SYMBOLS � (CH), High Plasticity CLAY � (CL), Low Plasticity CLAY � (SC), CLAYEY SAND � (SP), Poorly Graded SAND � (SW), Well Graded SAND � (SM), SILTY SAND � (ML), SILT � (MH), Elastic SILT � LIMESTONE � SHALE/MARL � SANDSTONE o � (GP), Poorly Graded GRAVEL �' (GW), Well Graded GRAVEL ��.(�(� (GC), CLAYEY GRAVEL K�i4 �o�('�,d (GM), SILTY GRAVEL h I�.0 4 � (OL), ORGANIC SILT � (OH), ORGANIC CLAY � FILL SAMPLING SYMBOLS ■SHELBY TUBE (3" OD except where noted otherwise) �SPLIT SPOON (2" OD except where noted otherwise) �AUGER SAMPLE I�I � TEXAS CONE PENETRATION �ROCK CORE (2" ID except where noted otherwise) KEY TO SOIL SYMBOLS AND CLASSIFICATIONS RELATIVE DENSITY OF COHESIONLESS SOILS (blows/ft) VERY LOOSE LOOSE MEDIUM DENSE VERY DENSE 0 TO 4 5 TO 10 11 TO 30 31 TO 50 OVER 50 SHEAR STRENGTH OF COHESIVE SOILS (tsf) VERY SOFT SOFT FIRM STIFF VERY STIFF HARD LESS THAN 0.25 0.25 TO 0.50 0.50 TO 1.00 1.00 TO 2.00 2.00 TO 4.00 OVER 4.00 RELATIVE DEGREE OF PLASTICITY (PI) LOW MEDIUM HIGH VERY HIGH RELATIVE PROPORTIONS TRACE LITTLE SOME AND 4 TO 15 16 TO 25 26 TO 35 OVER 35 1 TO 10 11 TO 20 21 TO 35 36 TO 50 PARTICLE SIZE IDENTIFICATION (DIAMETER) BOULDERS COBBLES COARSE GRAVEL FINE GRAVEL COURSE SAND MEDIUM SAND FINE SAND SILT CLAY 8.0" OR LARGER 3.0" TO 8.0" 0.75" TO 3.0" 5.OmmT03.0" 2.OmmT05.Omm 0.4mmT05.Omm 0.07 mm T0 0.4 mm 0.002 mm TO 0.07 mm LESS THAN 0.002 mm CITY OF FORT WORTH Bowie House Hotel & Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Mattison Addition, Lots 16-24, Block 1 Revised July 1, 2011 City Project No. 21-0303 GR-01 60 00 Product Requirements THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: October 21, 2020 The Fort Worth Water Department’s Standard Products List has been developed to minimize the submittal review of products which meet the Fort Worth Water Department’s Standard Specifications during utility construction projects. When Technical Specifications for specific products, are included as part of the Construction Contract Documents, the requirements of the Technical Specification will override the Fort Worth Water Department’s Standard Specifications and the Fort Worth Water Department’s Standard Products List and approval of the specific products will be based on the requirements of the Technical Specification whether or not the specific product meets the Fort Worth Water Department’s Standard Specifications or is on the Fort Worth Water Department’s Standard Products List. Table of Content (Click on items to go directly to the page) Items Page A.Water & Sewer 1. Manholes & Bases/Components ........................................................... 1 2.Manholes & Bases/Fiberglass ............................................................... 2 3.Manholes & Bases/Frames & Covers/Rectangular ............................... 3 4.Manholes & Bases/Frames & Covers/Round ....................................... 4 5.Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight .. 5 6.Manholes & Bases/Precast Concrete .................................................... 6 7.Manholes & Bases/Rehab Systems/Cementitious ................................ 7 8.Manholes & Bases/Rehab Systems/NonCementitious ......................... 8 9.Manhole Insert (Field Operations Use Only) ........................................ 9 10. Pipe Casing Spacer ............................................................................... 10 11. Pipes/Ductile Iron ................................................................................. 11 12. Utility Line Marker ............................................................................... 12 B.Sewer 13. Coatings/Epoxy ..................................................................................... 13 14. Coatings/Polyurethane .......................................................................... 14 15. Combination Air Valves ....................................................................... 15 16. Pipes/Concrete ...................................................................................... 16 17. Pipe Enlargement System (Method) ..................................................... 17 18. Pipes/Fiberglass Reinforced Pipe ......................................................... 18 19. Pipes/HDPE .......................................................................................... 19 20. Pipes/PVC (Pressure Sewer) ................................................................. 20 21. Pipes/PVC* ........................................................................................... 21 22. Pipes/Rehab/CIPP ................................................................................. 22 23. Pipes/Rehab/Fold & Form .................................................................... 23 24. Pipes/Open Profile Large Diameter ...................................................... 24 C.Water 25. Appurtenances ....................................................................................... 25 26. Bolts, Nuts, and Gaskets ....................................................................... 26 27. Combination Air Release Valve ........................................................... 27 28. Dry Barrel Fire Hydrants ...................................................................... 28 29. Meters ................................................................................................... 29 30. Pipes/PVC (Pressure Water) ................................................................. 30 31. Pipes/Valves & Fittings/Ductile Iron Fittings ....................................... 31 32. Pipes/Valves & Fittings/Resilient Seated Gate Valve .......................... 32 33. Pipes/Valves & Fittings/Rubber Seated Butterfly Valve ...................... 33 34. Polyethylene Encasement ..................................................................... 34 35. Sampling Stations ................................................................................. 35 36. Automatic Flusher ................................................................................. 36 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 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeWater & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/16)07/23/97 33 05 13 Urethane Hydrophilic WaterstopAsahi Kogyo K.K.Adeka Ultra-Seal P-201ASTM D2240/D412/D79204/26/00 33 05 13 Offset Joint for 4' Diam. MHHanson Concrete ProductsDrawing No. 35-0048-00104/26/00 33 05 13 Profile Gasket for 4' Diam. MH.Press-Seal Gasket Corp.250-4G GasketASTM C-443/C-361SS MH1/26/99 33 05 13 HDPE Manhole Adjustment RingsLadtech, IncHDPE Adjustment RingNon-traffic area5/13/05 33 05 13 Manhole External WrapCanusa - CPSWrapidSeal Manhole Encapsulation SystemCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.* From Original Standard Products ListClick to Return to the Table of Content1Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Fiberglass 33-39-13 (1/8/13)1/26/99 33 39 13 Fiberglass ManholeFluid Containment, Inc.FlowtiteASTM 3753Non-traffic area08/30/06 33 39 13 Fiberglass ManholeL.F. ManufacturingNon-traffic area* From Original Standard Products ListClick to Return to the Table of Content2Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16)*33 05 13 Manhole Frames and CoversWestern Iron Works, Bass & Hays Foundry100124"x40" WD* From Original Standard Products ListClick to Return to the Table of Content3Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16)*33 05 13 Manhole Frames and CoversWestern Iron Works, Bass & Hays Foundry3002424" Dia.*33 05 13 Manhole Frames and CoversMcKinley Iron Works Inc.A 24 AM24" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryR-1272ASTM A48 & AASHTO M30624" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryR- 165-LM (Hinged)ASTM A48 & AASHTO M30624" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryNF 1274ASTM A48 & AASHTO M30630" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryR-1743-LM (Hinged)ASTM A48 & AASHTO M30630" dia.33 05 13 Manhole Frames and CoversSigma CorporationMH-144N33 05 13 Manhole Frames and CoversSigma CorporationMH-143N33 05 13 Manhole Frames and CoversPont-A-MoussonGTS-STD24" dia.33 05 13 Manhole Frames and CoversNeenah Casting24" dia.10/31/06 33 05 13 Manhole Frames and Covers (Hinged)PowersealHinged Ductile Iron Manhole ASTM A53624" Dia.7/25/03 33 05 13 Manhole Frames and CoversSaint-Gobain Pipelines (Pamrex/rexus)RE32-R8FS30" Dia.01/31/06 33 05 13 30" Dia. MH Ring and CoverEast Jordan Iron WorksV1432-2 and V1483 DesignsAASHTO M306-0430" Dia.11/02/10 33 05 13 30" Dia. MH Ring and CoverSigma CorporationMH1651FWN & MH1650230" Dia07/19/11 33 05 13 30" Dia. MH Ring and CoverStar Pipe ProductsMH32FTWSS-DC 30" Dia08/10/11 33 05 13 30" Dia. MH Ring and CoverAccucast220700 Heavy Duty with Gasket Ring30" Dia10/14/13 33 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable)East Jordan Iron Works 30" ERGO XL Assembly with Cam Lock/MPIC/T-Gasket ASSHTO M105 & ASTM A53630" Dia06/01/17 34 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable) CISIP Industries2280 (32")ASTM A 4830" Dia.09/16/19 33 05 13.10 30" Dia. MH Ring and Cover Composite Access Products, L.P.CAP-ONE-30-FTW, Composite, w/ Lock w/o Hing30" Dia.* From Original Standard Products ListClick to Return to the Table of Content4Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/16)*33 05 13 Manhole Frames and CoversPont-A-MoussonPamtight24" Dia.*33 05 13 Manhole Frames and CoversNeenah Casting24" Dia.*33 05 13 Manhole Frames and CoversWestern Iron Works,Bass & Hays Foundry300-24P24" Dia.*33 05 13 Manhole Frames and CoversMcKinley Iron Works Inc.WPA24AM24" Dia.03/08/00 33 05 13 Manhole Frames and CoversAccucastRC-2100ASTM A 4824" Dia.04/20/01 33 05 13 Manhole Frames and Covers(SIP)Serampore Industries Private Ltd.300-24-23.75 Ring and CoverASTM A 4824" Dia.* From Original Standard Products ListClick to Return to the Table of Content5Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Precast Concrete (Rev 1/8/13)*33 39 10 Manhole, Precast ConcreteHydro Conduit CorpSPL Item #49ASTM C 47848"*33 39 10 Manhole, Precast ConcreteWall Concrete Pipe Co. Inc.ASTM C-44348"09/23/96 33 39 10 Manhole, Precast ConcreteConcrete Product Inc.48" I.D. Manhole w/ 32" ConeASTM C 47848" w/32" cone05/08/18 33 39 10 Manhole, Precast ConcreteThe Turner Company48", 60" I.D. Manhole w/ 32" ConeASTM C 47848", 60"10/27/06 33 39 10 Manhole, Precast ConcreteOldcastle Precast Inc.48" I.D. Manhole w/ 24" ConeASTM C 47848" Diam w 24" Ring06/09/10 33 39 10 Manhole, Precast (Reinforce Polymer)ConcreteUS Composite PipeReinforced Polymer Concrete ASTM C-7648" to 72"09/06/19 33 39 20 Manhole, Precast ConcreteForterra Pipe and Precast60" & 72" I.D. Manhole w/32" ConeASTM C-7660" & 72"* From Original Standard Products ListClick to Return to the Table of Content6Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Rehab Systems/Cementitious*E1-14 Manhole Rehab SystemsQuadex04/23/01E1-14 Manhole Rehab SystemsStandard Cement Materials, Inc.Reliner MSPE1-14 Manhole Rehab SystemsAP/M Permaform4/20/01E1-14 Manhole Rehab SystemStrong CompanyStrong Seal MS2A Rehab System5/12/03E1-14 Manhole Rehab System (Liner)Poly-triplex TechnologiesMH repair product to stop infiltrationASTM D581308/30/06General Concrete RepairFlexKrete TechnologiesVinyl Polyester Repair ProductMisc. Use* From Original Standard Products ListClick to Return to the Table of Content7Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Rehab Systems/NonCementitious05/20/96E1-14 Manhole Rehab SystemsSprayroq, Spray Wall Polyurethane CoatingASTM D639/D790*E1-14 Manhole Rehab SystemsSun Coast12/14/01Coating for Corrosion protection(Exterior)ERTECHSeries 20230 and 2100 (Asphatic Emulsion)For Exterior Coating of Concrete Structures Only01/31/06Coatings for Corrosion ProtectionChestertonArc 791, S1HB, S1, S2Acid Resistance TestSewer Applications8/28/2006Coatings for Corrosion ProtectionWarren EnvironmentalS-301 and M-301Sewer Applications08/30/06Coatings for Corrosion ProtectionCitadelSLS-30 Solids EpoxySewer Applications03/19/1833 05 16, 33 39 10, 33 39 20 Coating for Corrosion protection(Exterior)Sherwin WilliamsRR&C Dampproofing Non-Fibered Spray Grade (Asphatic Emulsion)For Exterior Coating of Concrete Structures Only* From Original Standard Products ListClick to Return to the Table of Content8Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manhole Inserts - Field Operations Use Only (Rev 2/3/16)*33 05 13 Manhole InsertKnutson EnterprisesMade to Order - PlasticASTM D 1248For 24" dia.*33 05 13 Manhole InsertSouth Western PackagingMade to Order - PlasticASTM D 1248For 24" dia.*33 05 13 Manhole InsertNoflow-InflowMade to Order - PlasticASTM D 1248For 24" dia.09/23/96 33 05 13 Manhole InsertSouthwestern Packing & Seals, Inc.LifeSaver - Stainless SteelFor 24" dia.09/23/96 33 05 13 Manhole InsertSouthwestern Packing & Seals, Inc.TetherLok - Stainless SteelFor 24" dia* From Original Standard Products ListClick to Return to the Table of Content9Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Pipe Casing Spacers 33-05-24 (07/01/13)11/04/02Steel Band Casing SpacersAdvanced Products and Systems, Inc.Carbon Steel Spacers, Model SI02/02/93Stainless Steel Casing SpacerAdvanced Products and Systems, Inc.Stainless Steel Spacer, Model SSI04/22/87Casing SpacersCascade Waterworks ManufacturingCasing Spacers09/14/10Stainless Steel Casing SpacerPipeline Seal and InsulatorStainless Steel Casing SpacerUp to 48"09/14/10Coated Steel Casin SpacersPipeline Seal and InsulatorCoated Steel Casin SpacersUp to 48" 05/10/11Stainless Steel Casing SpacerPowerseal4810 PowerchockUp to 48"03/19/18Casing SpacersBWMSS-12 Casing Spacer(Stainless Steel)03/19/18Casing SpacersBWMFB-12 Casing Spacer (Coated Carbon Steel) for Non_pressure Pipe and Grouted Casing* From Original Standard Products ListClick to Return to the Table of Content10Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Pipes/Ductile Iron 33-11-10(1/8/13)*33 11 10 Ductile Iron PipeGriffin Pipe Products, Co.Super Bell-Tite Ductile Iron Pressure Pipe, AWWA C150, C1513" thru 24"08/24/18 33 11 10 Ductile Iron PipeAmerican Ductile Iron Pipe Co.American Fastite Pipe (Bell Spigot)AWWA C150, C1514" thru 30"08/24/18 33 11 10 Ductile Iron PipeAmerican Ductile Iron Pipe Co.American Flex Ring (Restrained Joint)AWWA C150, C1514" thru 30"*33 11 10 Ductile Iron PipeU.S. Pipe and Foundry Co.AWWA C150, C151*33 11 10 Ductile Iron PipeMcWane Cast Iron Pipe Co.AWWA C150, C151* From Original Standard Products ListClick to Return to the Table of Content11Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Utility Line Marker (08/24/2018)* From Original Standard Products ListClick to Return to the Table of Content12Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Coatings/Epoxy 33-39-60 (01/08/13)02/25/02Epoxy Lining SystemSauereisen, IncSewerGard 210RSLA County #210-1.3312/14/01Epoxy Lining SystemErtech Technical CoatingsErtech 2030 and 2100 Series04/14/05Interior Ductile Iron Pipe CoatingInduronProtecto 401ASTM B-117Ductile Iron Pipe Only01/31/06Coatings for Corrosion ProtectionChestertonArc 791, S1HB, S1, S2Acid Resistance TestSewer Applications8/28/2006Coatings for Corrosion ProtectionWarren EnvironmentalS-301 and M-301Sewer Applications* From Original Standard Products ListClick to Return to the Table of Content13Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Coatings/Polyurethane* From Original Standard Products ListClick to Return to the Table of Content14Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Combination Air Valves 05/25/18 33-31-70 Air Release ValveA.R.I. USA, Inc.D025LTP02(Composite Body)2"* From Original Standard Products ListClick to Return to the Table of Content15Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/Concrete*E1-04 Conc. Pipe, ReinforcedWall Concrete Pipe Co. Inc.ASTM C 76*E1-04 Conc. Pipe, ReinforcedHydro Conduit CorporationClass III T&G, SPL Item #77ASTM C 76*E1-04 Conc. Pipe, ReinforcedHanson Concrete ProductsSPL Item #95-Manhole, #98- PipeASTM C 76*E1-04 Conc. Pipe, ReinforcedConcrete Pipe & Products Co. Inc.ASTM C 76* From Original Standard Products ListClick to Return to the Table of Content16Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipe Enlargment System (Method)33-31-23 (01/18/13)PIM SystemPIM CorporationPolyethylenePIM Corp., Piscata Way, N.J. Approved PreviouslyMcConnell SystemsMcLat ConstructionPolyethyleneHouston, TexasApproved PreviouslyTRS SystemsTrenchless Replacement SystemPolyethyleneCalgary, CanadaApproved Previously* From Original Standard Products ListClick to Return to the Table of Content17Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipe/Fiberglass Reinforced Pipe 33-31-13(1/8/13)7/21/97 33 31 13 Cent. Cast Fiberglass (FRP)Hobas Pipe USA, Inc.Hobas Pipe (Non-Pressure)ASTM D3262/D375403/22/10 33 31 13 Fiberglass Pipe (FRP)AmeronBondstrand RPMP PipeASTM D3262/D375404/09/21Glass-Fiber Reinforced Polymer Pipe (FRP)Thompson Pipe GroupThompson Pipe (Flowtite)ASTM D3262/D37544/14/05Polymer Modified Concrete PipeAmitech USAMeyer Polycrete PipeASTM C33, A276, F4778" to 102", Class V06/09/10E1-9 Reinforced Polymer Concrete PipeUS Composite PipeReinforced Polymer Concrete PipeASTM C-76* From Original Standard Products ListClick to Return to the Table of Content18Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/HDPE 33-31-23(1/8/13)*High-density polyethylene pipePhillips Driscopipe, Inc.Opticore Ductile Polyethylene PipeASTM D 12488"*High-density polyethylene pipePlexco Inc.ASTM D 12488"*High-density polyethylene pipePolly Pipe, Inc.ASTM D 12488"High-density polyethylene pipeCSR Hydro Conduit/Pipeline SystemsMcConnell Pipe EnlargementASTM D 1248* From Original Standard Products ListClick to Return to the Table of Content19Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/PVC (Pressure Sewer) 33-11-12 (4/1/13)12/02/11 33-11-12 DR-14 PVC Pressure PipePipelife JetstreamPVC Pressure PipeAWWA C9004" thru 12"10/22/14 33-11-12 DR-14 PVC Pressure PipeRoyal Building ProductsRoyal Seal PVC Pressure PipeAWWA C9004" thru 12"* From Original Standard Products ListClick to Return to the Table of Content20Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/PVC* 33-31-20 (7/1/13)*33-31-20 PVC Sewer PipeJ-M Manufacturing Co., Inc. (JM Eagle)SDR-26ASTM D 30344" - 15"12/23/97* 33-31-20 PVC Sewer PipeDiamond Plastics CorporationSDR-26ASTM D 30344" thru 15"*33-31-20 PVC Sewer PipeLamson Vylon PipeASTM F 7894" thru 15"01/18/18 33-31-20 PVC Sewer PipeVinyltech PVC PipeGravity SewerASTM D30344" thru 15"11/11/98 33-31-20 PVC Sewer PipeDiamond Plastics Corporation "S" Gravity Sewer PipeASTM F 67918" to 27"*33-31-20 PVC Sewer PipeJ-M Manufacturing Co, Inc. (JM Eagle)SDR 26/35 PS 115/46ASTM F 67918" - 28"09/11/12 33-31-20 PVC Sewer PipePipelife Jet StreamSDR-26 and SDR-35ASTM F-67918"05/06/0533-31-20PVC Solid Wall PipeDiamond Plastics CorporationSDR 26/35 PS 115/46ASTM F-67918" to 48"04/27/0633-31-20PVC Sewer Fittings HarcoSDR-26 and SDR-35 Gasket Fittings ASTM D-3034, D-1784, etc4" - 15"*33-31-20PVC Sewer FittingsPlastic Trends, In.cGasketed PVC Sewer Main FittingsASTM D 30343/19/2018 33 31 20 PVC Sewer PipePipelife Jet StreamSDR 35ASTM F67918"- 24"3/19/2018 33 31 20 PVC Sewer PipePipelife Jet StreamSDR 26ASTM D30344"- 15"3/29/2019 33 31 20Gasketed Fittings (PVC)GPK Products, Inc.SDR 26ASTM D3034/F-6794"- 15"10/21/2020 33 31 20 PVC Sewer PipeNAPCOSDR 26ASTM D30344" - 15"10/22/2020 33 31 20 PVC Sewer PipeSanderson Pipe Corp.SDR 26ASTM D30344"- 15"10/21/2020 33 31 20 PVC Sewer PipeNAPCOSDR 26/35 PS 115/46ASTM F-67918"- 36"* From Original Standard Products ListClick to Return to the Table of Content21Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/Rehab/CIPP 33-31-12 (01/18/13)*Cured in Place PipeInsituform Texark, IncASTM F 121605/03/99Cured in Place PipeNational Envirotech GroupNational Liner, (SPL) Item #27ASTM F-1216/D-581305/29/96Cured in Place PipeReynolds Inc/Inliner Technolgy (Inliner USA)Inliner TechnologyASTM F 1216* From Original Standard Products ListClick to Return to the Table of Content22Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/Rehab/Fold & Form*Fold and Form PipeCullum Pipe Systems, Inc.11/03/98Fold and Form PipeInsituform Technologies, Inc.Insituform "NuPIpe"ASTM F-1504Fold and Form PipeAmerican Pipe & Plastics, Inc.Demo. Purpose Only12/04/00Fold and Form PipeUltralinerUltraliner PVC Alloy PipelinerASTM F-1504, 1871, 186706/09/03Fold and Form PipeMiller Pipeline Corp.EX MethodASTM F-1504, F-1947Up to 18" diameter* From Original Standard Products ListClick to Return to the Table of Content23Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/Open Profile Large Diameter09/26/91 E100-2 PVC Sewer Pipe, RibbedLamson Vylon PipeCarlon Vylon H.C. Closed Profile Pipe,ASTM F 67918" to 48"09/26/91 E100-2 PVC Sewer Pipe, RibbedExtrusion Technologies, Inc.Ultra-Rib Open Profile Sewer PipeASTM F 67918" to 48"E100-2 PVC Sewer Pipe, RibbedUponor ETI Company11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Double WallAdvanced Drainage Systems (ADS) SaniTite HP Double Wall (Corrugated)ASTM F 273624"-30"11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Triple WallAdvanced Drainage Systems (ADS)SaniTite HP Triple Wall PipeASTM F 276430" to 60"05/16/11Steel Reinforced Polyethylene PipeConTech Construction ProductsDurmaxxASTM F 256224" to 72"* From Original Standard Products ListClick to Return to the Table of Content24Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Appurtenances 33-12-10 (07/01/13)01/18/18 33-12-10 Double Strap SaddleRomac202NS Nylon CoatedAWWA C8001"-2" SVC, up to 24" Pipe08/28/02Double Strap SaddleSmith Blair #317 Nylon Coated Double Strap Saddle07/23/12 33-12-10 Double Strap Service SaddleMueller CompanyDR2S Double (SS) Strap DI SaddleAWWA C8001"-2" SVC, up to 24" Pipe10/27/87Curb Stops-Ball Meter ValvesMcDonald6100M,6100MT & 610MT 3/4" and 1"10/27/87Curb Stops-Ball Meter ValvesMcDonald4603B, 4604B, 6100M, 6100TM and 6101M 1½" and 2"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesFord Meter Box Co., Inc.FB600-7NL, FB1600-7-NL, FV23-777-W-NL, L22-77NLAWWA C8002"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesFord Meter Box Co., Inc.FB600-6-NL, FB1600-6-NL, FV23-666-W-NL, L22-66NLAWWA C8001-1/2"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesFord Meter Box Co., Inc.FB600-4-NL, FB1600-4-NL, B11-444-WR-NL, B22444-WR-NL, L28-44NLAWWA C8001"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesMueller Co., Ltd.B-25000N, B-24277N-3, B-20200N-3, H-15000N, , H-1552N, H142276NAWWA C800, ANSF 61, ANSI/NSF 3722"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesMueller Co., Ltd.B-25000N, B-20200N-3, B-24277N-3,H-15000N, H-14276N, H-15525NAWWA C800, ANSF 61, ANSI/NSF 3721-1/2"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesMueller Co., Ltd.B-25000N, B-20200N-3,H-15000N, H-15530NAWWA C800, ANSF 61, ANSI/NSF 3721"01/26/00Coated Tapping Saddle with Double SS StrapsJCM Industries, Inc.#406 Double Band SS Saddle1"-2" Taps on up to 12" 0/5/21/12 33-12-25 Tapping Sleeve (Coated Steel)JCM Industries, Inc.412 Tapping Sleeve ESSAWWA C-223Up to 30" w/12" Out05/10/11Tapping Sleeve (Stainless Steel)Powerseal3490AS (Flange) & 3490MJ4"-8" and 16"02/29/12 33-12-25 Tapping Sleeve (Coated Steel)RomacFTS 420AWWA C-223U p to 42" w/24" Out02/29/12 33-12-25 Tapping Sleeve (Stainless Steel)RomacSST Stainless SteelAWWA C-223Up to 24" w/12" Out02/29/12 33-12-25 Tapping Sleeve (Stainless Steel)RomacSST III Stainless SteelAWWA C-223Up to 30" w/12" Out05/10/11Joint Repair ClampPowerseal3232 Bell Joint Repair Clamp4" to 30"Plastic Meter Box w/Composite LidDFW Plastics Inc.DFW37C-12-1EPAF FTWPlastic Meter Box w/Composite LidDFW Plastics Inc.DFW39C-12-1EPAF FTW08/30/06Plastic Meter Box w/Composite LidDFW Plastics Inc.DFW65C-14-1EPAF FTWClass "A"Concrete Meter BoxBass & HaysCMB37-B12 1118 LID-9Concrete Meter BoxBass & HaysCMB-18-Dual 1416 LID-9Concrete Meter BoxBass & HaysCMB65-B65 1527 LID-9* From Original Standard Products ListClick to Return to the Table of Content25Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Bolts, Nuts, and Gaskets 33-11-05 (01/08/13)* From Original Standard Products ListClick to Return to the Table of Content26Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Combination Air Release 33-31-70 (01/08/13)*E1-11 Combination Air Release ValveGA Industries, Inc.Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A 240 - float, ASTM A 307 - Cover Bolts1" & 2"*E1-11 Combination Air Release ValveMultiplex Manufacturing Co.Crispin Air and Vacuum Valves, Model No. 1/2", 1" & 2"*E1-11 Combination Air Release ValveValve and Primer Corp.APCO #143C, #145C and #147C1", 2" & 3"* From Original Standard Products ListClick to Return to the Table of Content27Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Dry Barrel Fire Hydrants 33-12-40 (01/15/14)10/01/87 E-1-12 Dry Barrel Fire HydrantAmerican-Darling ValveDrawing Nos. 90-18608, 94-18560AWWA C-50203/31/88 E-1-12 Dry Barrel Fire HydrantAmerican Darling ValveShop Drawing No. 94-18791 AWWA C-50209/30/87 E-1-12 Dry Barrel Fire HydrantClow CorporationShop Drawing No. D-19895AWWA C-50201/12/93 E-1-12 Dry Barrel Fire HydrantAmerican AVK CompanyModel 2700AWWA C-50208/24/88 E-1-12 Dry Barrel Fire HydrantClow CorporationDrawings D20435, D20436, B20506AWWA C-502E-1-12 Dry Barrel Fire HydrantITT Kennedy ValveShop Drawing No. D-80783FWAWWA C-50209/24/87 E-1-12 Dry Barrel Fire HydrantM&H Valve CompanyShop Drawing No. 13476AWWA C-50210/14/87 E-1-12 Dry Barrel Fire HydrantMueller CompanyShop Drawings No. 6461 A-423 CenturionAWWA C-50201/15/88E1-12 Dry Barrel Fire HydrantMueller CompanyShop Drawing FH-12A-423 Super Centurion 200AWWA C-50210/09/87 E-1-12 Dry Barrel Fire HydrantU.S. Pipe & FoundryShop Drawing No. 960250AWWA C-50209/16/87 E-1-12 Dry Barrel Fire HydrantWaterous CompanyShop Drawing No. SK740803AWWA C-50208/12/16 33-12-40 Dry Barrel Fire HydrantEJ (East Jordan Iron Works)WaterMaster 5CD250* From Original Standard Products ListClick to Return to the Table of Content28Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Meters02/05/93 E101-5 Detector Check MeterAmes CompanyModel 1000 Detector Check ValveAWWA C5504" - 10"08/05/04Magnetic Drive Vertical TurbineHerseyMagnetic Drive VerticalAWWA C701, Class 13/4" - 6"* From Original Standard Products ListClick to Return to the Table of Content29Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Pipes/PVC (Pressure Water) 33-31-70 (01/08/13)01/18/18 33-11-12 PVC Pressure PipeVinyltech PVC PipeDR14AWWA C900, AWWA C605, ASTM D17844"-12"3/19/2018 33 11 12 PVC Pressure PipePipelife Jet StreamDR14AWWA C9004"-12"3/19/2018 33 11 12 PVC Pressure PipePipelife Jet StreamDR18AWWA C90016"-24"5/25/2018 33 11 12 PVC Pressure PipeDiamond Plastics CorporationDR 14AWWA C9004"-12"5/25/2018 33 11 12 PVC Pressure PipeDiamond Plastics CorporationDR 18AWWA C90016"-24"12/6/2018 33 11 12 PVC Pressure PipeJ-M Manufacturing Co., Inc d/b/a JM EagleDR 14AWWA C900-16UL 1285ANSI/NSF 61FM 16124"-28"12/6/2018 33 11 12 PVC Pressure PipeJ-M Manufacturing Co., Inc d/b/a JM EagleDR 18AWWA C900-16UL 1285ANSI/NSF 61FM 161216"-24"9/6/2019 33 11 12 PVC Pressure PipeUnderground Solutions Inc.DR14 Fusible PVCAWWA C9004" - 8"9/6/2019 33 11 12 PVC Pressure PipeNAPCODR18AWWA C90016" - 24"9/6/2019 33 11 12 PVC Pressure PipeNAPCODR14AWWA C9004"- 12"9/6/2019 33 11 12 PVC Pressure PipeSanderson Pipe Corp.DR14AWWA C9004"- 12"* From Original Standard Products ListClick to Return to the Table of Content30Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Pipes/Valves & Fittings/Ductile Iron Fittings 33-11-11 (01/08/13)07/23/92E1-07 Ductile Iron FittingsStar Pipe Products, Inc.Mechanical Joint FittingsAWWA C153 & C110*E1-07 Ductile Iron FittingsGriffin Pipe Products, Co.Mechanical Joint FittingsAWWA C 110*E1-07 Ductile Iron FittingsMcWane/Tyler Pipe/ Union Utilities DivisionMechanical Joint Fittings, SSB Class 350AWWA C 153, C 110, C 11108/11/98E1-07 Ductile Iron FittingsSigma, Co.Mechanical Joint Fittings, SSB Class 351AWWA C 153, C 110, C 11202/26/14E1-07 MJ FittingsAccucastClass 350 C-153 MJ FittingsAWWA C1534"-12"05/14/98E1-07 Ductile Iron Joint RestraintsFord Meter Box Co./Uni-FlangeUni-Flange Series 1400 AWWA C111/C1534" to 36"05/14/98E1-24 PVC Joint RestraintsFord Meter Box Co./Uni-FlangeUni-Flange Series 1500 Circle-LockAWWA C111/C1534" to 24" 11/09/04E1-07 Ductile Iron Joint RestraintsOne Bolt, Inc.One Bolt Restrained Joint FittingAWWA C111/C116/C1534" to 12"02/29/12 33-11-11 Ductile Iron Pipe Mechanical Joint RestraintEBAA Iron, Inc.Megalug Series 1100 (for DI Pipe)AWWA C111/C116/C1534" to 42"02/29/12 33-11-11 PVC Pipe Mechanical Joint RestraintEBAA Iron, Inc.Megalug Series 2000 (for PVC Pipe)AWWA C111/C116/C1534" to 24"08/05/04E1-07 Mechanical Joint Retainer Glands(PVC)Sigma, Co.Sigma One-Lok SLC4 - SLC10AWWA C111/C1534" to 10"03/06/19 33-11-11 Mechanical Joint Retainer Glands(PVC)Sigma, Co.Sigma One-Lok SLCS4 - SLCS12AWWA C111/C1534" to 12"08/05/04E1-07 Mechanical Joint Retainer Glands(PVC)Sigma, Co.Sigma One-Lok SLCEAWWA C111/C15312" to 24"08/10/98E1-07 MJ Fittings(DIP)Sigma, Co.Sigma One-Lok SLDEAWWA C1534" - 24"10/12/10E1-24 Interior Restrained Joint SystemS & B Techncial ProductsBulldog System ( Diamond Lok 21 & JM Eagle ASTM F-16244" to 12"08/16/06E1-07 Mechanical Joint FittingsSIP Industries(Serampore)Mechanical Joint FittingsAWWA C1534" to 24"11/07/16 33-11-11 Mechanical Joint Retainer GlandsStar Pipe Products, Inc.PVC Stargrip Series 4000ASTM A536 AWWA C11111/07/16 33-11-11 Mechanical Joint Retainer GlandsStar Pipe Products, Inc.DIP Stargrip Series 3000ASTM A536 AWWA C11103/19/18 33-11-11 Mechanical Joint Retainer GlandsSIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Black For DIPASTM A536 AWWA C1113"-48"03/19/18 33-11-11 Mechanical Joint Retainer GlandsSIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Red for C900 DR14 PVC PipeASTM A536 AWWA C1114"-12"03/19/18 33-11-11 Mechanical Joint Retainer GlandsSIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Red for C900 DR18 PVC PipeASTM A536 AWWA C11116"-24"* From Original Standard Products ListClick to Return to the Table of Content31Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Pipes/Valves & Fittings/Resilient Seated Gate Valve* 33-12-20 (05/13/15)Resilient Wedged Gate Valve w/no GearsAmerican Flow ControlSeries 2500 Drawing # 94-2024716"12/13/02Resilient Wedge Gate ValveAmerican Flow ControlSeries 2530 and Series 2536AWWA C51530" and 36"08/31/99Resilient Wedge Gate ValveAmerican Flow ControlSeries 2520 & 2524 (SD 94-20255)AWWA C51520" and 24"05/18/99Resilient Wedge Gate ValveAmerican Flow ControlSeries 2516 (SD 94-20247)AWWA C51516"10/24/00E1-26 Resilient Wedge Gate ValveAmerican Flow ControlSeries 2500 (Ductile Iron)AWWA C5154" to 12"08/05/04Resilient Wedge Gate ValveAmerican Flow Control42" and 48" AFC 2500AWWA C51542" and 48"05/23/91E1-26 Resilient Wedge Gate ValveAmerican AVK CompanyAmerican AVK Resilient Seaded GVAWWA C5094" to 12"01/24/02E1-26 Resilient Wedge Gate ValveAmerican AVK Company20" and smaller*E1-26 Resilient Seated Gate ValveKennedy4" - 12"*E1-26 Resilient Seated Gate ValveM&H4" - 12"*E1-26 Resilient Seated Gate ValveMueller Co.4" - 12"11/08/99Resilient Wedge Gate Valve Mueller Co.Series A2361 (SD 6647)AWWA C51516"01/23/03Resilient Wedge Gate ValveMueller Co.Series A2360 for 18"-24" (SD 6709)AWWA C51524" and smaller05/13/05Resilient Wedge Gate ValveMueller Co.Mueller 30" & 36", C-515AWWA C51530" and 36"01/31/06Resilient Wedge Gate ValveMueller Co.Mueller 42" & 48", C-515AWWA C51542" and 48"01/28/88E1-26 Resilient Wedge Gate ValveClow Valve Co.AWWA C5094" - 12"10/04/94Resilient Wedge Gate ValveClow Valve Co.16" RS GV (SD D-20995)AWWA C51516"11/08/99E1-26 Resilient Wedge Gate ValveClow Valve Co.Clow RW Valve (SD D-21652)AWWA C51524" and smaller11/29/04Resilient Wedge Gate Valve Clow Valve Co.Clow 30" & 36" C-515AWWA C51530" and 36" (Note 3)11/30/12Resilient Wedge Gate ValveClow Valve Co.Clow Valve Model 2638AWWA C51524" to 48" (Note 3)05/08/91E1-26 Resilient Seated Gate ValveStockham Valves & FittingsAWWA C 509, ANSI 420 - stem, ASTM A 276 Type 304 - Bolts & nuts4" - 12"*E1-26 Resilient Seated Gate ValveU.S. Pipe and Foundry Co.Metroseal 250, requirements SPL #743" to 16"10/26/16 33-12-20 Resilient Seated Gate ValveEJ (East Jordan Iron Works)EJ FlowMaster Gate Valve & Boxes08/24/18Matco Gate Valve Matco-Norca225 MRAWWA/ANSI C115/An21.154" to 16"* From Original Standard Products ListClick to Return to the Table of Content32Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Pipes/Valves & Fittings/Rubber Seated Butterfly Valve 33-12-21 (07/10/14)*E1-30 Rubber Seated Butterfly ValveHenry Pratt Co.AWWA C-50424"*E1-30 Rubber Seated Butterfly ValveMueller Co.AWWA C-50424"and smaller1/11/99E1-30 Rubber Seated Butterfly ValveDezurik Valves Co.AWWA C-50424" and larger06/12/03E1-30 Valmatic American Butterfly ValveValmatic Valve and Manufacturing Corp. Valmatic American Butterfly Valve.AWWA C-504Up to 84" diameter04/06/07E1-30 Rubber Seated Butterfly ValveM&H ValveM&H Style 4500 & 1450 AWWA C-50424" to 48"03/19/18 33 12 21 Rubber Seated Butterfly ValveG. A. Industries (Golden Anderson)AWWA C504 Butterfly ValveAWWA C-50430"-54"* From Original Standard Products ListClick to Return to the Table of Content33Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Polyethylene Encasement 33-11-10 (01/08/13)05/12/05E1-13 Polyethylene EncasmentFlexsol PackagingFulton Enterprises AWWA C1058 mil LLD05/12/05E1-13 Polyethylene EncasmentMountain States Plastics (MSP) and AEP Ind.Standard HardwareAWWA C1058 mil LLD05/12/05E1-13 Polyethylene EncasmentAEP IndustriesBullstrong by Cowtown Bolt & GasketAWWA C1058 mil LLD09/06/19 33-11-11 Polyethylene EncasmentNorthtown Products Inc. PE Encasement for DIPAWWA C1058 mil LLD* From Original Standard Products ListClick to Return to the Table of Content34Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Sampling Station3/12/96Water Sampling StationWater PlusB20 Water Sampling Station* From Original Standard Products ListClick to Return to the Table of Content35Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Automatic Flusher10/21/20Automated Flushing SystemMueller HydroguardHG6-A-IN-2-BRN-LPRR(Portable) HG2-A-IN--2-PVC-018-LPLG(Permanent)04/09/21Automated Flushing SystemKupferle Foundry CompanyEclipse #9800wc04/09/21Automated Flushing SystemKupferle Foundry CompanyEclipse #9700 (Portable)* From Original Standard Products ListClick to Return to the Table of Content36Updated:04/09/2021 Approval Spec No.Classsification Manufacturer Model No.National Spec Size Storm Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 03/19/2021) 9/28/2018 33 05 13 Manhole Frames and Covers AccuCast (Govind Steel Company, LTD)MHRC #220605 ASTM A48 AASHTO M306 **24" Dia 9/28/2018 33 05 13 Manhole Cover Neenah Foundry NF-1274-T91 ASTM A48 AASHTO M306 32" Dia 9/28/2018 33 05 13 Manhole Frames and Covers Neenah Foundry NF-1743-LM (Hinged)ASTM A48 AASHTO M306 32" Dia 9/28/2018 33 05 13 Manhole Frame Neenah Foundry NF-1930-30 ASTM A48 AASHTO M306 32.25" Dia 9/28/2018 33 05 13 Manhole Frames and Covers Neenah Foundry R-1743-HV ASTM A48 AASHTO M306 32" Dia 4/3/2019 33 05 13 Manhole Frames and Covers SIP Industries ++2279ST ASTM A48 AASHTO M306 **24" Dia 4/3/2019 33 05 13 Manhole Frames and Covers SIP Industries ++2280ST ASTM A48 AASHTO M306 32" Dia 10/8/2020 33 05 13 Manhole Frames and Covers EJ ( Formally East Jordan Iron Works)EJ1033 Z2/A ASTM A536 AASHTO M306 32.25" Dia CITY OF FORT WORTH TRANSPORTATION & PUBLIC WORKS DEPARTMENT STORMWATER MANAGEMENT DIVISION STANDARD PRODUCT LIST **Note: All new development and new installation mahnole lids shall meet the minimum 30-inch opening requirement as specified in City Specification 33 05 13. Any smaller opening sizes will only be allowed for existing manholes that require replacement frames and covers. Updated: 03/19/2021 * From Original Standard Products List Approval Spec No.Classsification Manufacturer Model No.National Spec Size Storm Sewer - Inlet & Structures 33-05-13 (Rev 03/19/2021) 10/08/20 33 49 20 Curb Inlets Forterrra FRT-10x3-405-PRECAST ASTM C913 10' X 3' 10/08/20 33 49 20 Curb Inlets Forterrra FRT-10x3-406-PRECAST ASTM C913 10' X 3' 10/08/20 33 49 20 Curb Inlets Forterrra FRT-10x4.5-407-PRECAST ASTM C913 10' X 4.5' 10/08/20 33 49 20 Curb Inlets Forterrra FRT-10x4.5-420-PRECAST ASTM C913 10' X 4.5' 10/08/20 33 39 20 Manhole Forterrra FRT-4X4-409-PRECAST-TOP ASTM C913 4' X 4' 10/08/20 33 39 20 Manhole Forterrra FRT-4X4-409-PRECAST-BASE ASTM C913 4' X 4' 10/08/20 33 39 20 Manhole Forterrra FRT-5X5-410-PRECAST-TOP ASTM C913 5' X 5' 10/08/20 33 39 20 Manhole Forterrra FRT-5X5-410-PRECAST-BASE ASTM C913 5' X 5' 10/08/20 33 39 20 Manhole Forterrra FRT-6X6-411-PRECAST-TOP ASTM C913 6' X 6' 10/08/20 33 39 20 Manhole Forterrra FRT-6X6-411-PRECAST-BASE ASTM C913 6' X 6' 3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-10X3-405-PRECAST INLET ASTM 615 10' X 3' 3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-15X3-405-PRECAST INLET ASTM 615 15' x 3' 3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-20X3-405-PRECAST INLET ASTM 615 20' x 3' 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-4X4-409-PRECAST TOP ASTM 615 4' X 4' 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-4X4-409-PRECAST BASE ASTM 615 4' X 4' 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-4X4-412-PRECAST 4-FT RISER ASTM 615 4' X 4' 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-5X5-410-PRECAST TOP ASTM 615 5' X 5' 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-5X5-410-PRECAST BASE ASTM 615 5' X 5' 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-5X5-412-PRECAST 5-FT RISER ASTM 615 5' X 5' 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-6X6-411-PRECAST TOP ASTM 615 6' X 6' 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-6X6-411-PRECAST BASE ASTM 615 6' X 6' 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-6X6-412-PRECAST 6-FT RISER ASTM 615 6' X 6' 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-7X7-411-PRECAST TOP ASTM 615 7' X 7' 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-7X7-411-PRECAST BASE ASTM 615 7' X 7' 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-7X7-412-PRECAST 4-FT RISER ASTM 615 7' X 7' 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X8-411-PRECAST TOP ASTM 615 8' X 8' 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X8-411-PRECAST BASE ASTM 615 8' X 8' 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X8-412-PRECAST 5-FT RISER ASTM 615 8' X 8' 3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-4X4-408-PRECAST INLET ASTM 615 4' X 4' 3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-5X5-408-PRECAST INLET ASTM 615 5' X 5' 3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-6X6-408-PRECAST INLET ASTM 615 6' X 6' CITY OF FORT WORTH TRANSPORTATION & PUBLIC WORKS DEPARTMENT STORMWATER MANAGEMENT DIVISION STANDARD PRODUCT LIST Updated: 03/19/21 * From Original Standard Products List Approval Spec No. Classsification Manufacturer Model No. National Spec SizeStorm Sewer - Pipes 33-05-13 (Rev 03/19/21)4/9/2021 33 41 13 Storm Drain Pipes Advanced Drainage Systems, Inc. (ADS) ADS HP Storm Polypropylene (PP) Pipe ASTM F2881 & AASHTO M33012" - 60" CITY OF FORT WORTHTRANSPORTATION & PUBLIC WORKS DEPARTMENT STORMWATER MANAGEMENT DIVISION STANDARD PRODUCT LISTUpdated: 04/14/21