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Contract 54625-PM1
PROJECT MANUAL FOR THE CONSTRUCTION OF Primrose Crossing, Phase 7 Pavement, Water, Sewer, Stormwater & Street Lights City Project No. 102722 FID NO. 30114-0200431-102722-E07685 FILE NO. W-2718 “X” NO. X-26529 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 September 2020 LJA Engineering, Inc. 3017 West 7th Street, Suite 300 Fort Worth, TX 76107 TBPE Firm Number F-1386 CSC No. 54625-PM1 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 of 5 CITY OF FORT WORTH Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102722 Revised March 20, 2020 SECTION 00 00 10 TABLE OF CONTENTS DEVELOPER AWARDED PROJECTS Division 00 - General Conditions Last Revised 00 11 13 Invitation to Bidders 03/20/2020 00 21 13 Instructions to Bidders 03/20/2020 00 41 00 Bid Form 04/02/2014 00 42 43 Proposal Form Unit Price 05/22/2019 00 43 13 Bid Bond 04/02/2014 00 45 11 Bidders Prequalification’s 04/02/2014 00 45 12 Prequalification Statement 09/01/2015 00 45 13 Bidder Prequalification Application 03/09/2020 00 45 26 Contractor Compliance with Workers' Compensation Law 04/02/2014 00 45 40 Minority Business Enterprise Goal 08/21/2018 00 52 43 Agreement 06/16/2016 00 61 25 Certificate of Insurance 07/01/2011 00 62 13 Performance Bond 01/31/2012 00 62 14 Payment Bond 01/31/2012 00 62 19 Maintenance Bond 01/31/2012 00 72 00 General Conditions 11/15/2017 00 73 00 Supplementary Conditions 07/01/2011 00 73 10 Standard City Conditions of the Construction Contract for Developer Awarded Projects 01/10/2013 Division 01 - General Requirements Last Revised 01 11 00 Summary of Work 12/20/2012 01 25 00 Substitution Procedures 08/30/2013 01 31 19 Preconstruction Meeting 08/30/2013 01 31 20 Project Meetings 07/01/2011 01 32 33 Preconstruction Video 08/30/2013 01 33 00 Submittals 08/30/2013 01 35 13 Special Project Procedures 08/30/2013 01 45 23 Testing and Inspection Services 03/20/2020 01 50 00 Temporary Facilities and Controls 07/01/2011 01 55 26 Street Use Permit and Modifications to Traffic Control 07/01/2011 01 57 13 Storm Water Pollution Prevention Plan 07/01/2011 01 60 00 Product Requirements 03/20/2020 01 66 00 Product Storage and Handling Requirements 04/07/2014 01 70 00 Mobilization and Remobilization 04/07/2014 01 71 23 Construction Staking 04/07/2014 01 74 23 Cleaning 04/07/2014 01 77 19 Closeout Requirements 04/07/2014 01 78 23 Operation and Maintenance Data 04/07/2014 01 78 39 Project Record Documents 04/07/2014 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 5 CITY OF FORT WORTH Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102722 Revised March 20, 2020 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project’s Contract Documents NONE 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 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 5 CITY OF FORT WORTH Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102722 Revised March 20, 2020 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 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 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 5 CITY OF FORT WORTH Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102722 Revised March 20, 2020 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 33 12 50 Water Sample Stations 12/20/2012 33 12 60 Standard Blow-off Valve Assembly 06/19/2013 33 31 12 Cured in Place Pipe (CIPP) 12/20/2012 33 31 13 Fiberglass Reinforced Pipe for Gravity Sanitary Sewers 12/20/2012 33 31 15 High Density Polyethylene (HDPE) Pipe for Sanitary Sewer 12/20/2012 33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 06/19/2013 33 31 21 Polyvinyl Chloride (PVC) Closed Profile Gravity Sanitary Sewer Pipe 12/20/2012 33 31 22 Sanitary Sewer Slip Lining 12/20/2012 33 31 23 Sanitary Sewer Pipe Enlargement 12/20/2012 33 31 50 Sanitary Sewer Service Connections and Service Line 04/26/2013 33 31 70 Combination Air Valve for Sanitary Sewer Force Mains 12/20/2012 33 39 10 Cast-in-Place Concrete Manholes 12/20/2012 33 39 20 Precast Concrete Manholes 12/20/2012 33 39 30 Fiberglass Manholes 12/20/2012 33 39 40 Wastewater Access Chamber (WAC) 12/20/2012 33 39 60 Epoxy Liners for Sanitary Sewer Structures 12/20/2012 33 41 10 Reinforced Concrete Storm Sewer Pipe/Culverts 07/01/2011 33 41 11 High Density Polyethylene (HDPE) Pipe for Storm Drain 12/20/2012 33 41 12 Reinforced Polyethlene (SRPE) Pipe 11/13/2015 33 46 00 Subdrainage 12/20/2012 33 46 01 Slotted Storm Drains 07/01/2011 33 46 02 Trench Drains 07/01/2011 33 49 10 Cast-in-Place Manholes and Junction Boxes 12/20/2012 33 49 20 Curb and Drop Inlets 12/20/2012 33 49 40 Storm Drainage Headwalls and Wingwalls 07/01/2011 Division 34 - Transportation 34 41 10 Traffic Signals 10/12/2015 34 41 10.01 Attachment A – Controller Cabinet 12/18/2015 34 41 10.02 Attachment B – Controller Specification 02/2012 34 41 10.03 Attachment C – Software Specification 01/2012 34 41 11 Temporary Traffic Signals 11/22/2013 34 41 13 Removing Traffic Signals 12/20/2012 34 41 15 Rectangular Rapid Flashing Beacon 11/22/2013 34 41 16 Pedestrian Hybrid Signal 11/22/2013 34 41 20 Roadway Illumination Assemblies 12/20/2012 34 41 20.01 Arterial LED Roadway Luminaires 06/15/2015 34 41 20.02 Freeway LED Roadway Luminaires 06/15/2015 34 41 20.03 Residential LED Roadway Luminaires 06/15/2015 34 41 30 Aluminum Signs 11/12/2013 34 41 50 Single-Mode Fiber Optic Cable 02/26/2016 34 71 13 Traffic Control 11/22/2013 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 5 of 5 CITY OF FORT WORTH Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102722 Revised March 20, 2020 Appendix GC-4.01 Availability of Lands GC-4.02 Subsurface and Physical Conditions GC-4.04 Underground Facilities GC-4.06 Hazardous Environmental Condition at Site GC-6.06.D Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GC-6.09 Permits and Utilities GC-6.24 Nondiscrimination GR-01 60 00 Product Requirements END OF SECTION oouai DAp-BIC RROFOSAL PaQe I af r� SECTIQN 00 42 43 Developer Awarded Pro�ects - PROPOSAL FORM Primrose Crossing, Phase 7 UNIT PRICE BID Bidder's Application Pro�at Gem Infoanation Bidders Proposal &dhslltem Umtof Bid No. Destnpt�an Spec�ticatian5ectianAfo M�az�� Q�`iry UmtPnce BidValue N T : WATE M 1 3311.0001 Ductile Iron Waier Fittings w! Res 3311 11 TON 1.60 58,OQa.00 S12 800.00 2 3311.Q241 8" Water Pipe 33 17 10, 33 �1 12 LF 492� $28.00 5137,788.00 3 3312.0001 Fir� Hydrant 33 12 40 EA 9 E3,400.00 530,600.00 4 3312.0117 Connection to Existrng 4'-12" Water Main 33 i 2 25 EA 2 325fl.00 $50D.00 5 3312,2003 9" WaterService 33 i2 10 EA 104 $750.00 378,000.00 6 3312.3QU3 8" Gate Valve 33 12 20 EA 1g $950.00 $18,050.00 7 8 9 10 � 14 12 13 14 i5 � 16 � 17 � � 98 18 20 21 22 23 24 25 26 27 28 29 30 31 32 33 3a 35 36 ----- -- - — 37 38 � 39 Y 40 41 � 42 - ------- — 43 44 45 T TAL N ENT $277,738.00 fRV OF FORT WORTH STANDARD CON57RVCf10N SPECffICATIQN DOCUAfENTS - UEVELOPER AWARUED PROfEC15 FortuVersronMay22.M19 86JSai Bidp�opusal_DM�c ou J2 Jl UAP•BIU PROPOSh! Pays � uf? SECTIQHf 00 42 43 Developer Awarded Projects - PROPOSAL FORM Primrose Crossing, Phase 7 UNIT PRICE BID Bidder's Application Pro�ett item In%rmation B:dde�s Pru� al BidlNoltem bexnpiion Specifcalwn S�ct�on No M��� Q�`�ry i'mt Price Bki Value T : AN T OVEMENT 1 33fl1.0002 Post-CCN Inspection 33 01 37 LF 2736 $2.B0 37,660_80 2 3301.0109 Manhole Vacuum Testing 33 01 30 EA i0 5150.00 $1,500.U0 3 3305.0107 Manhole Adjustment, Minor 33 05 14 EA 7 E50a.00 $3 500.00 4 3305.0109 Trench Safety 33 0510 LF 2736 $1.00 S2 736.00 5 3331.3101 4" Seuver Service 33 31 50 EA 73 3450.00 $32, 85�.00 6 3331.4115 8" 5euver Pipe - SDR 26 33 11 10, 33 31 12, 33 31 LF 2736 g28.50 $77,878.00 7 3331.411 B 8" Sewer Pipe, CS5 Backfill 33 11 10, 33 39 12, 33 31 LF 80 356.00 a4 480.00 B 3339.00a1 Epoxy Manhole Liner 33 39 80 VF 23.9 $21U,00 55,079.00 9 3339.1001 4' Manhole 33 39 10, 33 39 20 EA 10 53,600.00 g36,000.00 10 3334.10U3 4' E)ctra �epth Manhole 83 39 10, 33 39 20 VF 24.6 $175_00 �4,305.00 i1 9999.0007 Connecf to Sewer Main 5ystem 00 00 0� FA 3 3500 OU $7,500.00 12 9988.OD02 4" Sew�er Service to Exis6ng Sew�er Main 00 UO 00 EA 2 5750.Ob $1,50U.00 14 15 16 _._ 17 18 � 18 20 21 22 23 24 25 2fi 27 28 � 29 30 31 32 33 � 34 � 35 36 37 38 39 40 47 42 43 I: ANITARY E ENT $179,026.80 CTfV 6FFOarwOani SfANDARU CONS7AUCT[ON SPECffTCAT[ON DOCUI1fEN'CS - UEVELOAER AW ARDE� PROIECTS FormVemonMal"2R 2019 dia2d!_BidP�o�wsal_�AAxlar 00 Ji 1 i DM - Bf� PROPOSA4 Pa'e 3 af 6 SECTION OD 42 43 Developer Awarded Projects - AROPOSAL FORM Primrose Crossing, Phase 7 UNIT PRICE BID Bidder's Application Pro�ect I�em Information Bidders Proposal B�dhst hem Dexnpf�on S}rcaficat�on Settion No Unp of B�d 1]mt Pricc Bid Value �o Measure Quanuty NAGE MP 1 3305.Oi09 Trench 5atety 33 OS 10 LF 3102 $0.50 31,551.00 2 3347.0201 21" RCP, Class III 33 41 10 LF 76 $85.00 $4 940.00 3 3341.0205 24" RCP, Class III 33 41 10 LF 59 378.00 54,602.00 4 3341.0208 2T' RCP, Class III 33 41 10 LF 34 $BL00 32,754.04 5 3341.0309 36" RCP, Class III 33 41 10 LF 156 $110.00 517,180.04 6 3341.U402 42" RCP, Class III 33 41 10 l.F 7154 5140.00 $761 560.00 7 3341.0409 48" RCP, Class III 33 41 1� LF 138 $18$.00 $23 494.00 8 3341.1103 4x4 Bax Culvert 33 41 10 LF 19 3210.00 $2,310.Otl 9 3341.1202 5x4 8ox Cul�ert 33 41 10 LF 161 3260.00 $41,860.00 70 3341.1303 Bx4 Box CulveR 3347 10 LF 870 3317.00 $256,77Q.00 17 3341.1402 7x4 Box Cul�ert , 33 41 � 0 LF 442 $375.OQ 5184,500.00 12 3349.00D2 5' Storrn Junction Box 33 49 10 EA 3 $4,800.00 31A,400.00 13 3349.0104 4' Stacked Manhole 33 49 10 EA 5 53,200.00 $76 U00.00 14 3349.5001 70' Curb Inlet 33 49 20 EA 3 34,200.00 S72.B00.00 15 3348.50D2 15' Curtr Inlet 33 49 2D EA 5 a5,200.00 $26,OOO.UO 16 3349.7001 4' Drop Inlet 33 49 20 EA 1 g3,200.00 33,2U0.00 18 9999.0005 75' Modified Curb Inlet (4' Deep) 00 00 00 EA i 38,300.00 $6,300.00 19 8999.0006 PW-1 4:1 wngwal4 w! 2.70' Extended Curb 00 00 00 EA 1 $12,500.00 512,500.00 20 9999.000718" Rock Riprap w16" Bedding 00 00 00 SY 277 595.00 $26,315.00 21 9949.0008 6'x4' 4:1 5loped End Headwall 00 00 00 EA 1 $4,500.00 g4,500.00 22 8999.0004 TxDOT FW-0 4:1 Headwall w10.7' Extended 00 00 00 � Curb 2 514,250.Q0 528,500.00 23 9988.D010 5x6 8ox Culvert 00 00 00 LF 11 $350.OD 33,850.00 24 9999.0011 Remo�e Existing 36" Headwap 00 00 00 EA 1 $500.00 �500.04 25 9999.0472 Remove Existing 48" Headwall 00 00 00 EA 1 $500.00 5500.D0 26 9898.0013 Connect to �xisting 36" RCP 00 Otl UO EA 1 3500.00 $500.00 27 999g.0014 Connect ta Existing 48" RCP 00 00 DO EA 1 3500,00 5500.00 T TA CsE fMP V $857.356.00 fT' OF FORT WOA'11! STANDARD CpNSiRUCT1UN SPECIFICA710N DOCUA�NTS - UEVELOPER AWARDFD PROJECf$ Fam VersqnMay 22 2�1A 00121?_Bid P�vpoeal_DM �c V.P.8/17/202090 OD 45 I 2 DAP PREQUALIFlCATION STATEREENT ?age 1 of 1 SECTION 00 4512 DAP � AREQUALIFICATION STATEMENT Each Bidder is required to compiete the information below by identifying the prequalitied contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. In the "Ma'or Work T e" box rovide the com lete ma'or work e and actual descri tion as rovided b the Water Department for water and sewer and TPW for paving. Major Work Type Contractor/Subcontractor Company Name Preyualification Expiration Date Water Distribution System — D.T. Utility Contractors, Inc. 4/30/21 New Constructian, All Sizes Sewer Collection System — New D.T. Utility Contractors, Inc. 4/30/21 Construction, All Sizes Concrete Paving Construction — Unlimited Area Roadway & Pedestrian Lighting The und�rsigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: D.T. Utility Contractors, Inc. 2614 Causbie Road Weatherford, TX 76087 � �� r (Signature) TITLE: �� DATE: P:rT� .Z,4�o' END OF SECTION [iTr OF FbRT wbRTH STANQARO CONSTRUCT'ION PREQUALIFE[ATION STATEMENT— pEYELOPER AWARDEO PROlECTS pp 45 12_Prequalification Statement 2015 UAP docx Form Version September 1, 2015 00 45 26 - I CONTRAC'�OR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page l of I ! SECTION 00 45 26 2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 4 Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it 5 provides worker's compensation insurance coverage for al! of its employees employed on City 6 Project No. 102722. Contractor Further certifies that, pursuant to Texas Labor Code, Section 7 4Q6.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with 8 worker's compensation coverage. 9 l0 I1 12 13 14 15 16 17 18 19 20 21 CONTRACTOR: D.T. Utility Contractors. Inc. Company By� . ._ �'� ��r� � � (�c`�� • {Please Print} 2614 Causbie Road Ssgnature: _�%�-� ,. Address • Weatherford, TX 76087 Title: V i Le �f�5 • City/StatelZip (Please Print) 22 THE STATE OF TEXAS § 23 24 COUNTY OF TARRANT § 25 2G 27 28 29 30 31 32 33 34 35 36 37 BE�RE ME, the undersigned authority, on this day personally appeared . o[�r� � l�-� , known to me to be the person whose name is subscribed to the foregaing instrument, and acicnowledged to me that he/she executed the same as the act and deed of .�� + ii � Ca.r�r,�c�I���.c �or the purposes and consideration therein expressed and in the capacity therein stated. GIV •N UNDER MY HAND AND SEAL OF OFFICE this �� _day of �x � , 20 �p � �� �— � -- — � � � � Lori TOVieCt ;*=�-�=4. Notary Public Notary Public in and for the State of Texas 38 �,'��;Y STATE OF TEXAS . . _ w 1D#2008259 ?rF OF �+ My Gomm t;c� 5ep. 6, 2021 39 f��'�'` ND O�' SECTION 40 CfTY OF FORT WOR1'H Pr�mrose Crossmg Phase 7 STAiV�ARD CONSTRUCTI�N 3PECIFICATION DOCUMENTS CPN 102722 Rev�sed Apnl 2, 2014 005243-1 Developer Awarded Pro�ect Agreement Page 1 of4 SECTION 00 S2 43 AGREEMENT THIS AGREEMEI�tT, authorized on 8-17-2020 is made by and between the DeveEoper, Wilbow-Llano Springs Development Corporation, authorized to do business in Texas {"Developer"} , and D.T. Utility Contractors Inc., authorized to do business in Texas, acting by and through its duly authorizeci representative, {"Cantractor"}. Devetoper and Contractor, in cansideration of the mutual cavenants hereinafter set farth, agree as follows: 10 Article 1. WORK 11 Contractor shall compiete all Work as specified or indicated in the Cantract Documents for the 12 Project identified herein. 13 Article 2. PROJECT 14 The project for which the Work under the Contract Documents may be the whole ar only a part is 15 generally described as foltows: t6 Primrose Crossing Phase 7 17 CFN 102722 18 Article 3. CONTRACT TIME 19 3.1 Time is of the essence. 20 All time limits for Miiestones, if any, and Final Acceptance as stated in the Contract 21 Documents are of the essence to this Contract. 22 3.2 Final Acceptance. 23 The WarEc will be complete for Final Acceptance within � working days after the date 24 when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard 25 City Conditions of the Canstruction Contract for Developer Awarded Frojects. 2b 33 Liquidated damages 27 Contractar recognizes that tirne is of the essence af this Agreernent and that Developer 28 wi11 suffer financial loss if the Work is not cornpleted within the tirnes specified in 29 Paragraph 3.2 above, pius any extensian thereof allowed in accordance with Article 10 of 30 the Standard Ciry Conditions of the Construction Contract for Devetoper Awarded 31 Projects. The Contractor also recognizes the delays, expense and difficulties involved in 32 proving in a legal proceeding the actual loss suffered by the Developer if the Work is not 33 completed on time. Accordingly, instead of requiring any such proof , Contractor agrees 34 that as tiquidated damages for delay (but not as a penalty), Contractar shall pay 35 Developer One Thousand Dollars ($1 000.00 for each day that expires after the time 36 specified in Paragraph 3.2 for Final Acceptance until the City issues the Finai Letter of 3'7 Acceptance. CITY OF FORT WORTR Primrose Crossmg Phase 7 STAtQDARD CQNSTRUCT[ON SPECIFICAT[ON DOCUMfiN'i'S — DEVELOPEtt AWARDED PROJECTS CPN 102722 Revised June l6, 2016 00 52 43 - 2 I}cvetoper Awarded Pro�ect Agreement Page 2 of4 38 Article 4. CONTRACT PRICE 39 Deveioper agrees ta pay Contractor for performance of the Work in accordance with the Cantract 40 Documents an amount in current funds of t�ne Million Three Hundred Fourteen Thausand One 41 Hundred Twenty Dollars and Eighty Cents ($1>31�,12�.80). 42 43 44 45 46 47 48 49 50 5! 52 53 54 55 56 57 5$ S9 b0 61 Article 5. C4NTRACT DOCUMENTS S.l CONTENTS: A. The Contract Documents which comprise the entire agreement between Develaper and Contractor concerning the Wark consist of #he fol lowing: I. This Agreement. 2. Attachments to this Agreement: a Bid Form (As provided by Developer) 1) Proposal Form (DAP Version) 2) Prequalification Statemerit 3) State and Federal documents (praject specificj b_ Insurance ACORD Form(s) c. Payment Bond (DAP Version) d. Performance Bond {DAP Version) e. Maintenance Bond (DAf' Version} f. Power of Attorney for the Bonds g. Worker's Compensatian Affidavit h. MBE and/or SBE Commitment Fortn (If required) 3. Standard City General Conditions of the Construction Contract for Developer Awarded Projects. 4. Supplementary Conditions. 62 5. Specifications specifically made a part of the Contract Documents by attachment 63 or, if not attached, as incorparated by reference and described in the Table of 64 Cantents of the Project's Contract Documents. 65 �� 67 68 69 ?0 7t 72 73 74 75 6. Drawings. 7. Addenda. 8. Docurnentatian submitted by Contractor prior ta Notice of Award. 9, The follawing which may be deliverad or issued after the Effective Date of the Agreement and, if issued, become an incorporated parE of the Contract Dacuments: a. Notice to Proceed. b. Field Orders. c. Change Orders. d. Letter af Final Acceptance. CITY OF FQRT WORT!{ STANDARD CONSTRUCTION SPECIFICATION DOCUivfEtVTS — DEVE[.OPER AWARDED PROJECTS Aevised June Ib,2Qib Primrose Crossing Phase 7 CPN I02722 oasaa3-3 Developer Awarded Pro�ect Agreement �� � T� 78 79 80 $1 $2 8.i 84 85 86 E�l 88 89 90 91 92 93 94 95 9b 47 98 99 100 ior xa2 lU3 104 Ar#ide 6. INDEMNIFICATI(3N b.1 Contractor covenants and agrees ta indemoify, hold harmless and defend, at its own expense, the �city, its af�cers, servants anc3 employees, from and against any and all claims arising out of, ar alleged to arise out of, the work and services ta be performed by the cautractor, its officers, agents, employees, subcoatractors, licenses or invitees under this contract. This indemni�catian provisioa is specificattv intended to onerate and f�e effective even if it is aile�ed or qroven that al! ar some of the damaees being sou ht were �sed in whole or ' art bw an a t omission or n I' ence of the ci . This indemaity pravision is intettded to include, without limitation, indernnity for casts, eapenses and legal fees incurred by the city in defending against such claims and causes of actions. G.2 Contractor cavenanfs and agrees to indemnify and hald harraless, at its awn eapense, the city, its of�cers, servants and employees, from and agsinst any and all loss, damage or destruction of property of the city, arising aut of, or alteged to arise out of, the work and services to be performed by the contrartor, its officers, agents, emptoyees, subcontractars, licensees or invitees uader this contract. This iademni�catian provision is sneci�callv intended to operate and be effec#ive even if it is alle�ed or roven that all �r some of the d� a es bein sou ht were caused �� whole ar ia ari bv anv act; omission or ne¢li�ence of the citv. Article '7. MISCELLANEOUS 7.l Terms. 7.2 73 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of the Construction Contract for Developer Awarded Projects, Assignment of Contract. This Agreement, including all of the Contract Documents may not be assigned by the Contractor without the advanced express written consent of the Develaper. Successars and Assigns. 105 Developer and Contractor each binds itself, its partners 106 representatives to the other party hereto, in respect to 107 obligations contained in the Contract Documents. 108 ?.4 Severability. , successors, assigns and legal all covenants, agreements and 149 Any pravision or part of the Cantract Documents held to be unconstitutional, voicE or 110 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 11 i remaining provisions shall continue to be valid and binding upon DEVELOPER and 112 CONTRACTOR. 113 7.5 Governing Law and Venue. i t4 This Agreement, including all of the Contract Documents is performable in the State uf 1 tS Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 1 lG Northern District of Texas, Fart Worth Division. CITY OF FORT WORTH Primrose Crossing Phaze 7 STANDARD CONST[tUCTION SPECIFICAT[Oi�f DOCUtvfENTS — DEVELOPER AWARDED PR03ECTS CPN ]02722 Revised June I6,2Q16 OO SZ 43 - 4 Developer Awarded Project Agreement Page 4 of 4 117 tl$ 119 120 121 122 123 124 125 12G l27 7.6 Authority to Sign. Contractor shall attach evidence of authority to sign Agreement, if other than duly authorized signatory of the Contractor. IN WITNESS WHEREOF', Developer and Contractor have executed this Agreement in muttiple counterparts. This Agreement is effective as of the last date signed by the Parties ("Effective Date"). Contractor: D.T. Utiliiy Contractors, Inc. BY: �,�+� " / �L-�'� (Signature) Colkon Tollett �—o1WY't�VLc.l.. . L�M (f'rinted Name) (Printed Name) Title: V� President Company Name:D.T. Utility Contractors Inc Address: 2614 Gausbie Road ' r -. �-.. . .�: 8-17-2020 Date Title: ���du�^'� Campany name:W��1G�W— �.�•� �Q►nrv�S Address: I ; , Date CITY OF FORT WORTH STANDARD CONSTRUCTION SPEC{FICATION DOCUMENTS— DEVELOPER AWARDED PROJECTS Revised June 1b,2016 Primrose Crossmg Phase 7 CPN 102722 �' Developer: Wilbow-Llano Snrin�s Develoament Coruaratian City/StatelZip: ��%'� � �52� Bond No.P611509801754 a U06213-t PERFqRMAiVCE HOND Page I of 3 i 2 3 4 5 6 THE STATE OF TEXAS COUNTY OF TARRANT 7 SECTION fl0 62 13 PERF4RMANCE BOND § § KNQW ALL BY THESE PRESENTS: § 8 That we, D.T. Utility Contractors, Inc.., known as "Principal" herein and 4 Philadelphia l�demniqr Insur2n�e Comoany , a cotporate surety(sureties, if more than 10 one} duly authorized to do business in the State of Texas, known as "Surery" herein (whether one � 1 or more), are held and firmly bound unto the Developer, Wilbow-Llano Springs Development 12 Corporation, authorized to do business in Texas ("Developer") and the City of Fort Worth, a 13 Texas municipal corporation ("City"}, in the penal sum of, 14 *Please See Below Dollars ($ � ,314,120.$0 }, l5 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the 16 payment of which sum well and truly to be made jointly unto the Developer and the City as d�al 17 obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly 18 19 20 2l and severally, firmly by these presents. WHEREAS, Developer and City have entered into an Agreement fur the construction of community facilities in the City of Fort Worth by and through a Community Facilities Agreement, CFA Number 20-Oa74; and 22 WHEREAS, Ehe Principal has entered into a certain written contract with the Developer awarded 23 the �� day of �-* , 20 � which Contract is hereby referred to and made a 24 part hereaf for all purposes as Ef fully set forth herein, to fumish all materials, equipment labor 25 and other accessories defined by law, in the prosecution af the Work, including any Change 26 Orders, as provided for in said Contract designated as Primrose Crassing Phase 7. 27 NOW, THEREFORE, the condition of this obligation is such that if the said Principal 28 shall faithfully perform it obligations ander the Contract and shall in all respects duly and 29 faithfully perform the Work, including Change Orders, under the Contract, according to the plans, 30 specifications, and contract documents therein referred to, and as well during any periad of � ��a extension of the Contract that rrtay be granted on the part of the Developer and/or City, then this abligation shall be and become null and void, otherwise to remain in fali force and effect. CITY OF FORT WORTH STAIVDARD C1TY CONBITIOIYS — DEVELOPER AWARDED PRO]ECTS Revised Ianuary 31, 2012 Pr�mrose Crossmg Phase 7 CP�V 102722 *One Million Three Hundred Fourteen Thausanc! One Hundred Twenty and 801100 oo6z�3-z PERFORMANCE BOi�iD Page 2 of 3 i PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 2 Tarrant County, Texas or the United States District Court far the Northern District of Texas, Fort 3 Worth Division. 4 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 5 Texas Government Code, as amended, and all liabilities on this bond shal� be determined in 6 accordance with the pro�isions of said statue. 7 IN WITNESS WHEREOF, the Arincipal and the Surety have SIGNED and SEALED 8 this instrument by dUly authorized agents and officers on this the ��day af 9 ���� , 20�. l0 ll 12 13 14 15 15 17 �8 19 20 2l �z 23 24 25 26 27 28 29 34 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 4d 47 ATTEST: , � (Principal) Secretary Witness as '.ncipal Witness as to Suretyy � ARINCIPAL: D.T. Utiliry Corotractors, Inc. BY: ��� . Sigrxa4ure _��T����� �/.,� Name and Title Address: 2614 Causbie Road Weatherford TX 76487 SURETY: Philadelphia lndemnit,� Insurance Com n B : Signature Fred A. TheHord, IV Attomey-in-Fact Name and Title Address: One Bala Plaza Suite iU0 Bala ynwyd, PA 1 Telephone Number: �-877-438-7459 *Note: If signed by an officer of the Surety Company, there must be an file a certified extract frorn the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. CI"I"Y OF FORT WORTH Primrose Cross�ng Phase 7 STANDARD CITY CONDITIONS DEVELpPER AWARpHD PROJECTS CPN �02722 Revised Janusry 31, 2012 O�fi213-3 PERFORMANCE BOND Page 3 of 3 The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH Primrose Crossmg Phase 7 STANDARD CITY CONDITION5 — DEVELOPER AWARDED PROJECTS CPN 102722 Revised ]anuary 3l, 2012 �ond No. PB11509801754 1 2 3 4 5 6 THE STATE OF TEXAS COUNTY OF TARRANT 7 SECTION 40 62 14 PAYMENT BOND 00 62 l4 - I PAYMENT BOND Page l of 2 § § KNOW ALL BY THESE PRESENTS: § 8 That we, D.T. Utiliry Contractors, Inc. , known as "Principal" herein, and 9 Philadel hia lndemni insurance Com an a corporate surety { or 10 sureties if mare than one}, duly authorized ta do business in the State of Texas, known as 1 l "Surety" herein (whether one or more), are held and firmly bound unto the Develaper, Wilbow- 12 Llano Springs Development Corporation, authorized to do business in Texas "(Developer"), and 13 the City of Fort Worth, a Texas municipal corporation ("City"), in the penal sum 14 of *Please See Below ., Dollars ($ �,314.120.80 ), l5 lawful maney of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the t6 payment of which sum well and truly be made jointly unto the Developer and the City as dual 17 obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointIy 18 and severally, firmly by these presents: 19 WHEREAS, Deve�oper and City have entered into an Agreement for the construction of 20 community facilities in the City of Fort Worth, by and t�raugh a Community Facilities 2l Agreement, CFA Number 20-Q074; and 22 WHEREAS, Principal has entered into a certain written Contract with Developer, 23 awarded the ��_day of 20 �4 , which Contract is hereby 24 referred to and made a part hereof for si� purposes as if fully set forth herein, to furnish all 25 materials, equipment, iabor and other accessories as defned by law, in the prosecution of the 26 Work as provided for in said Contract and designated as Primrose Crossing Phase 7. 27 NOW, THEREFORE, THE CONDITION O� THCS OBLIGATION is such that if 28 Principal shall pay all rrtonies awing to any {and all) payment bond beneficiary (as defined in 29 Chapter 2253 of the Texas Govemment Code, as amended} in the prosecution of the Work under 30 the Cantract, then this obligation shall be and become nu�t and void; otherwise to remain in full 31 force and effect. CITY OF FORT WORTH STANpARD CITY CONDITIONS — DEVELOPER AWARDHD PROJECTS Rav�sed ]anuary 31, 2012 Primrose Crossing Phase 7 CPN ]02722 *One Million Three H�ndred Fourteen Thousand One Hundred Twenty and 841100 O[?5214-2 PAYMENT BOND Page 2 of 2 2 3 4 This bond is made and executed in compliance with the provisions of Chapter 2253 of the Texas Govermnent Code, as amended, and all Iiabilities on this bond shall be determined in accordance with the provisions of said statute. IN WITNESS WHEREOF, the Principal and Surety have each SiGNED and SEALED 5 thss instrument by duly authorized agents and officers on this the�� _ day of 6 _ , 20�� 7 PRINCIPAL: D.T. Utility Contractars, Inc. ATT�ST: ✓ �— _ � � (Prmcipal) Secretary � � Witness as rincipal ATTEST: � � � �� (Surety) Secretary Witness as to Surety 8 9 ]0 11 12 13 14 BY: y��~ Signature �/� �//e�C �i. P Name and Title Address: 2614 Causbie Road WeatherFord. TX 76087 SURETY: Philadelphia lndemniN Insurance Company BY: - Si ature Fred A. Thetford, �V Attomey-in-Fact Name and Title Address: Bala Cynwyd, PA 19004 Telephone Number: 1-877-438-7459 Note: If signed by an officer of the Surery, there must be on file a certified extract from the bylaws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. 1'he date of the bond shall not be prior to the date the Contract is awarded. END OF SECTION CITY OF FORT WORTH Pnmrose Cross�ng Phase 7 S'iANDARD CITY COiVDITIONS — DEVELOPER AWARDED PROJECTS CPN 1D2722 Re��sed January 31, 2012 Bond No. P611509801754 � 2 3 4 5 6 7 THE STATE OF TEXAS COUNTY OF TARRANT SECTION 00 6219 MA[NTENANCE BOND 006219-I iNAfNTEiYANC� BOND Page 1 of 3 § § KNOW ALL BY THESE PRESENTS: § 8 That we, D.T. Utility Contractors, Inc. , known as "Principal" herein and 9 — Philadelphia lndemnity,J;nsurance Com any , a corporate surety (sureties, if more than l0 one) duly authorized to do business in the Staie of Texas, known as "Surety" herein (whether one l 1 or more), are held and firmly bound unto the Developer, Wilbow-Llano Springs Development 12 Corporation, authorized to do b�siness in Texas ("Developer"} and the City of Fort Worth, a 13 Texas municipal corporation ("Ciry"}, in the sum 14 of * DoiIars ($ , � 5 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment 16 of which sum well and truly be made joinily unto the Developer and the City as dual obligees and 17 their successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, 1$ i9 2Q 21 22 ,}ointly and severally, firmly by these presents. WHEREAS, Developer and City have entered into an Agreement for the construction of community facilities in the City of Fort Worth by and through a Community Facilities Agreement, CFA Number 20-0074; and 23 WHEREAS, the Principa! has entered into a certain written contract with the Develaper 24 awarded the� day of �+��,�� . , 20 � which Contract is 25 hereby referred to and a made part hereof for all purposes as if fully set forth h�rein, to furnish all 2G materials, equipment labor and other accessories as defined by law, in the prosecution of the 27 Work, including any Wark resulting from a t�uly authorized Change Order (collectively herein, 28 the "Work"} as provided for in said Contract and designated as Primrose Crossing Phase 7; and 29 30 31 32 33 34 WHEREAS, Principal binds itself to use such materials and to so cQnstruct the Work in accardance with the plaris, specificatians and Contract Documents tttat tne Work is and will remain ftee fr�m defects in materials or workmanship for and during the period of two (2) years after the date of Fina� Acceptance of khe Work by the City ("Maintenance Period"); and CITY OF FORT WORTH STANDARD C1TY COND1T10iV5 D�VELOPER AWARI]ED PROJECTS Rensed January 31, 2012 Primrose Crossmg Phase 7 CPN 142722 *One Million Three Hundred Faurteen Thousand One Hundrec4 Twenty and 801100 006� ��.i MA[NTENANCE BOND Page 2 of 3 1 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 2 upon receiving nntice from the Developer and/ar 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 Frincipal shall 6 remedy any defective Work, for which timely notice was provided by Developer or C�ty, 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 l0 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 11 noticed defective Work, it is agreed that the Devel�per 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 Northem District of Texas, Fort l7 Worth Division; and 18 19 PROVIDED FURTHER, that this obligatian shall be continuous in nature and 2fl successive recoveries may be had hereon for successive breaches. 21 22 23 CITY OF FORT WORTH primrose Cross�ng Fhase 7 STANDARD C1TY CONDITIONS — DEVELOPER AWARDED PROJECT3 CPN i02722 Re�ised January 31, 2U12 OQ6219-3 MAIN'I'ENANCE BOND Page 3 of 3 1 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on tt�is the .�� day of � � 3 , 20 ��. 5 6 7 S 9 10 ll l2 13 l4 15 16 17 18 19 20 2l 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 A EST: f �� { rincipal} 5ecretary s� OV�-ELa.s.�� Witness as to P' cipal ATTE� � ,,'['`� ��� _ (Surety) S tary Witness as to Surety � � 37 *Note 38 39 40 4l 42 PRTNCIPAL: D.T. Utility Contractors, Inc. BY: Signature �4��crr r//t 1� v � _ Name and Tit1e Address: 2614 Causbie Road Weatherford, iX 76087 SURETY: Philadelphia lndemniqr Insurance Com�an� BY: Signature Fred A. Thetford tV Attome an-Fact Name and Title Address: One Bala Plaza, S�ite 100. Baia Cynwyd, PA 19004 Telephone Npmber: 1-877-43&7459 If signed by an officer of the Surety Campany, there must be on file a cert�fied extract from the by-laws showing that this person has authority to sign such obligation. lf Surety's physical address is different fram its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WQR7'H Pr�mrose Crossing Phase 7 STANDARD CITY CONDITIONS — DEVELOPER AWARDED ?ROJECTS CPN 102722 Revised January 31, 2412 filf�� PHILADELPHIA INDEMNITY �NSURANCE COiHPANY One Bala Plaza, Suite l0U Bala Cyr�wyd, PA 19004-095Q Power of Attorney Bond No. PB115098�1754 KNOW ALL PERSQ�lS BY 'f'HESE PRESE�fTS �tat PHILADELPHIA 1NDEMNITY INSURANCE COMPANY (the Company), a corporatian orgamzed and existing under the laws oFthe Commonwea[th of Pennsylvania, dces hereby consutute and appoint JAred Young, Fred A. TheHord, Jr., Tobin Tucker, Tom Young, Uiaot Brown, Fred A. Thrt[ord IV and/or Fred A. Thetford, Ell of Coatract Boad Agtncy, LLC., its vue and lawful Atiomey-in-fact wiih Cull autkioriry ta execute on its behalf bonds, undertakings, recogrEizances and other contracts of indemnity and writings ohligatory m the nature thereof, issued in the course of ils 6usiness and ta bind �lte Company thereby, in an amount not to exceed SSO.OU0.006. This Powver oF Attortey is granted and is signed and sealed by facsimile under and hy the authoriry of the fallorving Resolution edopted by the Board of D�rectors of PHILADELPHIA INDEMiY1TY INSURANCE COMPANY on the 14�'' of November, 2016 RESOLVED: 'Ihat ihe Board of Directors hereby author�zes the President or any Vice Presidrnt of the Company: ( i} Appomt Attorney{s) m Fact and suthoriu the Attomey{s] in Fact to execute on behalf of the Company bonds and undertakmgs, cont�acts of mdemnity and ather writiegs obligatory in lhe nature thereof and to ariach the seal of the Company thereto, and (2) to remo�e, ai any time, ar►y such Attorney-in-Fact and revoke the authpriry given. And, be it FURTHER RESOLVED: That the signatures of such otiicers and the seal of the Company may be aflixed to any such Power of Attomey or cenificate relahng thereto by facs�mile, and any such Power of Attomey so executed and cerlified by facsimile signatures and facsimile seal snal] be vand and bindmg upon the Company in the future with respect to any bond or undertaking to which it is attached €N TESTIMONY WHEREOF, PHILADELPHIA INDEM�lITY INSURANCE COi�IPANY HAS CAUSED THIS 13V5TRUMENT TO BE SIGN�D AND IT$ CORPORA'T'E SEALTO BE AFFIXED BY ITS AUTHORIZSD OFFICE THIS 27' `' DAY OF OCTOBER, 2017. „N��.w.rr...y��� r�O��H.... h �' %,c ��,,t.y,✓/�i,��,_ P�,: °� I92i# �� �Qa`,.' ���,:�-�'� � a�y ' `.•'�Ny'�� {p..rG9�} ,.�.�.�.a�p • � � � Robert D. O'Leary h, President & CEO Philadelphia lndemmty Insurance Company Qn this 27"` day of October, 2017, before me came the mdividual who executed the preceding instrument, to me personally known, and being by me duly swom said that he is the tt�erein described and authonaed officer of the PHILADELPHIA INDEMNITY IN5URANCE COMPA�Y, that the seal affixed to said instrumeni �s lhe Corporate seal af said Company; ttiat the said Corporate Seal and h is s�gnature were duiy a�xed. "°'*""�°"""•""'� Nota Public: ia..���.�. cp� rY ►�c..�w.a.e �e�%,»r� residing at. (No1ary Seal) My commission expires: � .. -- u •� $gRiember 25. 2021 1, Edward Sayago, Corporate Secretary of PHILADHLPHIA lNDEMNITY INSURANCE CQMPANY, do hereby certify that the foregoing resolutian of the Hoard of D�rectors and the Power af Attomey issuod pursuant thereto on the 27ih day of October, 2017 are true and correct and are still ie fuR force and ef%ct. I do further cert�fy that Robert D. O'Leary Jr., who executed the Po�wer of Attomey as President, was on the date of executian of the attached Power of Attomey the duly elected Pms�dent of PHILADELPHIA INDEMiV17'Y INSURANCE COMPANY. In Testimony Whereof I have su6scribed my name and affixed the facs�mile seal of each Company t�tis day of , 20 .�•' �}1SI7 Y �/ ��bs ar;�0 ,......, NSG I4 ��.��7F�: W •, 7 � � '•g;4��*:''f 's �i • : t 2F4`� .i.����°. � Edward Sayago, Corporate Secretary THILADELPHIA INDEMNITY INSURANCE COMPANY IMP�RTANT NOTICE To obtain information or make a complaint: You may call the Surety's toll free teiephone number for information or to make a complaint at: 1-8T7-438-7459 You may also write Philadelphia lndemnity Insurance Company at: One Bala Plaza, Suite 100 Bala Cynwyd, PA 19004 Attention: Senior Vice President and Director of Surety You may contact the Texas Department of Insurance to obtain information on companses, co�erage, rights or complain#s at: 1-800-252-3439. You may write the Texas Department of Insurance at: P.O. Box 149104 Austin, TX 787�4-9904 Fax# 512-475-1771 Web: http:l/www.tdi.state.ix.us Email: ConsumerProtection tdi.state.tx.us PREMIUM OR CLAIM DISPUTES: Should you ha�e a dispute concerning your premium or about a claim, you should contact the Surety firsi. If the dispute is not resol�ed, you may contaci the Texas Depa€tment of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and �oes not become a part or condition of the attached document. ADVISO IMPORTANTE Para obener informacion o para someter una queja: Usted puede llama� al numero de telefono gratis de para informacion o para someter una queja al: 'I -877-438-7459 Usted tanbien puede escribir a Philade�phia Indemnity Insurance Company at: One Bala Plaza, Suite 100 Bala Cynwyd, PA 19004 Attention: Senior Vioe President and Director of Surety Puede comunicarse con el Departamento de Seguros de Texas para obtener information acerca de campar�ias, coberturas, derechos o quejas al: 1-$p0-252•3439 Puede escribir al Departmento de Seguros de Texas: P.Q. Box 149104 Austin, TX 78714-9104 Fax# 512-475-1771 Web: http:Ilwww.tdi.state.tx.us Email: ConsumerProtectionCa�)tdi.state.tx.us DISPUTAS SOBRE PREMAS 0 RECLAMOS: Si tiene una disputa concerniente a su prima o a �tn reclamo, debe com�nfcarse con el Surety primero. Si no se resuelve la disputa, puede entonces comunicarrse con el departamento (TDI}. UNA ESTE AVIS� A SU POLIZA: Este a�iso es solo para proposito de informacion y no se convierte en parte o condicion del documento adjunto. 00 42 43 DAP - B1D PROPOSAL Page 4 oF 6 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Primrose Crossing, Phase 7 UNIT PRICE BID Bidder's Application Project Item Information Bidders Proposal Bidlist Item Unit of Bid No. Description Specification Section No. Measme Unit Price Bid Value Quanrity UNIT IV: PAVING IMPROVEMENTS 1 0241.0100 Remove Sidewalk 02 41 13 LF 140 $9.74 $1,363.60 _ -- - ... -- - 2 3211.0400 Hydrated Lime (32 Ibs/sy) 32 11 29 TN 268 $174.90 $46,873.20 - -------- - --- _- --_ -- �___ _._ _._ _ _. --._ �__ 3 3211.0501 6" Lime Treatment 32 11 29 SY 16705 $2.67 $44,602.35 � — _ _ _ — -- 4 3212.0101 6" Conc Pvmt 32 13 13 SY 15660 $35.75 $559,845.00 _ �_ --- - _ — - - 5 3213.0302 5' Conc Sidewalk 32 13 20 SF 2202 $5.71 $12.573.42 6 3213.0501 Barrier Free Ram T e R-1 32 13 20 EA 8 $1,671.53 $13,372.24 _ . P� YP - -- -- __ _ 7 3213.0506 Barrier Free Ramp, Type P-1 32 13 20 EA 12 $1,611.50 $19,338.00 - --- - --- - -- -- - - -- - _ _ 8 3471.0001 Traffic Control 34 71 13 MO 2 $1,624.50 $3,249.00 _ � __.._ __ _. _ _- - 9 9999.0015 Sawcut & Remove Existing Curb & Gutter 00 00 00 LF �40 $9.74 $1,363.6Q --� ...____.--�_. _. - ___ _ ___..__._ 10 9999.0016 Construct Type III Barricade 00 00 00 EA 2 $860.99 $1,721.98 - _ - ---�._. 11 9999.0017 Construct Std. Pvmt. Header 00 00 00 LF 58 $10.98 $636.84 --- -- _ . 12 9999.0018 Stop Signs (R1-1) 00 00 00 EA 9 $81.23 $731.07 - — --- - -- --- - 13 9999.0019 Street Name Blade (D3-1) 00 QO 00 EA 44 $86.64 $3,812.16 14 -_ _ _ 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 TOTAL UNIT IV: PAVING IMPROVEMENTS $709,482.46 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 00 42 43_Bid Proposal_DAP.xlsx 00 42 43 DAP - BID PROPOSAL Page G of 6 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Primrose Crossing, Phase 7 UNIT PRICE BID Bidder's Application Project Item Information Bidder s Proposal Bidlist Item Unit oF Bid No. Description Specification Section No. Measure Quantity Unit Price Bid Value Bid 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: ConMactor agrees ro complete WORK for FINAL ACCEPTANCE within CONTRACT commences to run as provided in the General CondiHons. END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS- DEVELOPERAWARDED PROJECTS Fmm Version May 22, 2019 BY: TITLE: �s� � y�� DATE: �' � I 7A � �working days after tLe date when the 482.46 00 42 43_Bid Proposal_DAP.zisx 00 45 12 DAP PREQUALIFICATION STATEMENT Page 1 of 1 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 T�pe" box provide the complete major work type and actual description as provided by the Water Department for water and sewer and TPW for pavin^ Major Work Type Contractor/Subcontractor Company Name Prequalification Expiration Date Water Distribution System — New Construction, All Sizes Sewer Collection System — New Construction, All Sizes Concrete Paving Construction — L.H. Lacy Company, Ltd. Unlimited Area 7-' I' Zo2 � Roadway & Pedestrian Lighting The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: BY: C c��bU� w Gorn���. L.H. Lacy Company, LTD 1880 Crown Drive Suite 1200 Dallas, Texas 75234 gnature) TITLE: P� 5 ; �(.c n � DATE: $1�,.,-, l � END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT— DEVELOPER AWARDED PROJECTS 00 45 12_Prequalification Statement 2015_DAP.docx Form Version September 1, 2015 00 45 26 - 1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 SECTION 00 45 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it provides worker's compensation insurance coverage for all of its employees employed on City Project No. 102722. Contractor further certifies that, pursuant to Texas Labor Code, Section 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with worker's compensation coverage. CONTRACTOR: L.H. Lac Com an LTD. By: �o�� � �' a�^r�.a ^ Company (Pleas Print) 1880 Crown Drive Suite 1200 Signature: Address Dallas. TX 75234 City/State/Zip THE STATE OF TEXAS COUNTY OF TARRANT 0 � Title: ( �'e- 5 � � �`� (Please Print) BEFORE ME, the undersign d authority, on this day personally appeared ��= �b�-� �� o� v���-� , known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as the act and deed of .� � _�� , L.� Z � for the purposes and consideration therein expressed a in th ca a ity therein stated. GNEN iJNDE MY HAND AND SEAL OF OFFICE this 1� day of (i. �., , 20 � . tary Public in and for the State of Texas 38 39 END OF SECTION ;=�•"�Y�x�=, �NNETTEG.BAUER =*: •= My Notary ID # 3605879 40 ��';� qF �'� � Expires May 24, 2022 CITY OF FORT WORTH Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102722 Revised Apri12, 2014 00�243-1 Developer Awarded Project Agreetuent Page 1 of 4 ? SECTION 00 52 43 AGREEMENT 4 THIS AGREEMENT, authorized on yJ � o� I'1� is made by and between the Developer, 5 Wilbow-Llano Springs Development Co�poration, authorized to do business in Texas 6 ("Developer") , and L.H. Lacy Company LTD. authorized to do business in Texas, acting by and 7 through its duly authorized representative, ("Contractor"). 8 Deveioper and Contractor, in consideration of the mutual covenants hereinafter set farth, agree as 9 follows: 10 Article 1. WORK 11 12 l3 14 15 l6 17 18 19 20 21 Contractor shall complete all Work as specified or indicated in the Contract Documents for the Project identified herein. Article 2. PROJECT The project for whicl� the VVork under the Contract Documents may be the whole ar only a part is generally descriUed as follows: Primrose Crossing Phase 7 CPN 102722 Article 3. CONTRACT TIME 3.1 Time is of the essence. All time ]imits 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 wil] be complete foi� Final Acceptance within `i2 wmc�i�g days after the date 24 when the Contract Time commences to run as provided in Parab aph 12.Q4 of the Standard 25 City Conditions of the Construction Contract for Developer Awarded Projects. 2b 3. i Liquidated damages 27 28 29 30 3l 32 33 34 35 36 37 Contractor recognizes that time is of the essence of this Agreement and that Developer will suffer financial loss if the Work is not completed within ihe times specified in Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of the Standai-d 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 tlie Developer if the Work is not completed on time. Accordingly, instead of requiring any such proof , Contractor a� ees that as liquidated damages for delay (but not as a penalty), Contractor shall pay Developer One Thousand Dollars ($1.000.00) for each day tl�at expires after the time specified in Paragraph 32 for Final Accep#ance until the City issues the Final Letter af Acceptance. 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C� a � w 0 O .'3" < � � x � � � � � � � v � � m � � "� r+ �� � r=F "� � � � � O � � � � � � o � w � N p � Q- �t � y O �� � U] � b4 o � � � � o � � � � � � � . n � a � � n � O O � � � � 0 �� 0 cia' � a � � � � � � � =� 0 � � � � a -i�+ .� e < 0 � v a R 'V O �' r. b a� � � � � �„ tU � N A � .A O W � � � � � � THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. TEXAS CONTRACTOR'S BLANKET ADDITIONAL �NSURED ENDORSEMENT - FORM A ThEs endorsement modifies insurance provided under the foqowing: G4MMERCiAL GENERAL LIABfLITY COVERAGE PART Policy Numher Agency Number Policy Effective Date C P P 20675291101 0765330 02/01/2020 � Policy Expiration �ate Date Accaunt Number 02/01/2021 20017633 Named Insured Agency Issuing Company L.H. LACY COMPANY, LTD. BOWEN, MICLETTE & BRITT AMERISURE INSURANCE INSURANCE AGENCY, LLC COMPANY 1. a. SECTION II - WHO IS AN INSURED is amended to add as an additional insured any person or organization whom you are required ta add as an additionai insured on this policy under a written contract or written agreemerit relating to your bus+ness. b. The written contratt or written agreement must: (1) Require additional insured 5tatus for a time period during the term of this pplicy; and (2) Be executed prior to the "bodily injury", "property damage", or "personal and ad�ertising injury" leading to a �laim under tf�is policy. c. If, however: (1) "Your work" l�egan under a letter of intent or work arder; and (2) The letter of intent or work order led to a written contract ar wri�ten agreement within 30 days of beginning such work; and (3) Your c�stomer's customary contracts require persons or arganizations to be named as additional insureds; we will provide additional insured status as specified in this endorsement. 2. 7he insurance provided under this endorsement is iimited as follows: a. That person or organization is an additional insurec! only with respect to liability caused, in whole ar in part, by: (1) Premises you: (a� Own; {b) Rent; {c) Lease; or (d) Oeeupy; (2) Ongoing operations performed by you or on yo�r behalf. 4ngoing operations dpe5 not appiy to "bodily injury" or "property damage" occurring after: (a) Alf work to be perfarmed by you or on your behalf for the additional insured(s) at the site of the covered operations is complete, including related materials, parts or equipment (other than service, maintenance or repairs); ar (b) That portion of "your work" out of which the injury or damage arises is put to its intended use by any person or organization other than another contractar working for a principal as a pari of the same project. Incfudes copyrighted material of Insurance Services Office, Inc. CG 70 85 10 15 Pages 1 of 3 (3) Completed operations coverage, but only if: (a) The written contract or written agreement requires completed operations coverage or "your work" coverage; and (b� This coverage part provides co�erage for "6odi�y injury" or "property damage" included within #he "products-complete� operations hazard". However, the insurance afforded to such acfditional insured only applies to the extent permitted by law. b. If the written contract or written agreement: {1) Requires "arising out of' language; or {2) Requires you to provide additional insured coverage to that person or organization by the use of either or both of the following: (a) Additional Insured — Owners, Lessees or Contractors — Scheduled Person Or Organization endorsement CG 20 10 10 01; or (b� Additiona! InSured — Owners, Lessees or Contractors — Completed Operations endorsement CG 20 37 10 O1; ther+ the phrase "caused, in whole or in part, by" in paragraph 2.a. above is replaced by "arising out of', c. if the written tontract or written agreement requires you to provide additional insured coverage to that person or organization by the use of: (1) Addikional insured — 4wners, Lessees or Contractors — Scheduled Person Or Organization endorserrFent CG 20 10 07 04 or CG 20 10 04 13: or (2) Additional Insured — Owners, Lessees or Contractors — Completed Operatio�s endorsement CG 20 37 07 04 or CG Za 37 a4 13; or (3) Both those endorsements with either of fhose edition dates; or (4) Either or both of the fol�owing: (a) Additionaf Insured — Owners, Lessees or Contractors — 5cheduled Person Or Organization endorsement CG 2� 10 without an editian date specified; or (b� Additional Insured — Owners, Lessees or Contractors — Completed Operations endorsement CG 20 37 without an edition date specified; then �aragraph 2.a. above applies. d. Premises, as respects paragraph 2.a.(1) abo�e, include common or public areas about such premises if so required in the written cantract or written agreement. e. Additional insured status pro�ided under paragraphs 2.a.{1)(b) or 2,a.(1)(c) above does not extend beyond the end of a premises lease or rental agreement. f. The limits of insurance that appfy to the additional insured are the least of those spe[ified in the: {1) Written contract; {2) Written agreement; or {3) Declarations of this policy. The limits af insurance are inclusive of and not in addition to the limits of insurance shown in the Declarakians. g. The insurance provided to the additional insured does not apply to "bodily injury", "property darrrage", or "personal and advertising inj�ry" arising out of an arct�itect's, engineer's, or surveyor's rendering of, or failure to render, any professional ser�ices, incfuding but not limited to: (1) The preparing, approving, or failing to prepare or approve: (a) Maps; (1�} prawings; (c) Opinions; Indudes copyrighted material of Insurance Services Office, Inc. Page 2 of 3 CG 70 85 10 15 (d) Reparts; (e) Surveys; (fl Change orders; (g) Design sQecifications; and (2) 5upervisory, inspection, or engineering services. h. SECTION IV — COMMERCIAL GENERAL LIABILI7Y COIVDITIONS, paragraph 4. Other Insurance is deleted and replaced with the following: 4. Other Insurance. Coverage provided by this endorsement is excess over any other valid and collectible insurance a�ailable to the additional insured wheiher: a. Primary; b. Excess; t. Contingent; or d. On any other basis; but if the written contract or written agreement requires primary and non-contributory coverage, this ir�surance will be primary and non-contributvry relative to ather insurance availabie to the additional insured which cavers that person or organization as a Named lnsured, and we wiil not share with that other insurance. !f the written contract or written agreement as outlined above requires acfditional insured status by use of CG 20 10 11 85, then the coverage provided under this CG 70 85 endorsement does not apply except for paragraph 2.i�. Other lnsurance. Additional insured statUs is 4imited to t4�at provided by CG 20 10 11 85 shown below and paragraph 2.h, Other Insurance shown above. ADDITIONAL INSURED - OWNERS, LE5SEE5 OR CONTRAC�OF2S (FQRM B) This endorsement modifies insurance provicfed under the following: CDMMERCIAL GENERAL LIABILITY COVERAGE PART. SCHEDULE Name of Perso� or Organization: Blanket where required hy writte� contract or written agxeement that the terms of CG 20 3 0 11 85 apply. (If no entry appears above, in#ormation required to complete this endorsement will be shown in the Declarations as applicabfe to this endorsement.) WHO IS AN INSUREQ (Sectio� II) is amended to include as an insured the person or organization shown in the Schedule, but only with respect to liability arising out of "your work" #or that insured by or for you. CG 2D 10 11 85 Copyright, Insurance Ser�ices Office, Inc., 1984 The insurance provided by this endorsement does not apply to any premises or work for which the person or organization is specifically listed as an additional insured on another endorsement attached to this policy. includes copyrighted material of Insurance Services �ffice, Inc. CG 70 85 10 15 Pages 3 of 3 006213-1 PERFORMANCE BOND Page 1 of 3 1 2 3 4 5 6 7 THE STATE OF TEXAS COUNTY OF TARRANT SECTION 00 6213 Bond No. 3326217 PERFORMANCE BOND § § KNOW ALL BY THESE PRESENTS: § 8 That we, L.H. Lacy Company LTD., known as "Principal" herein and 9 Great American Insurance Company of New York , a corporate surety(sureties, if more than 10 one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one 11 or more), are held and firmly bound unto the Developer, Wilbow-Llano Springs Development 12 Corporation, authorized to do business in Texas ("Developer") and the City of Fort Worth, a 13 Texas municipal corporation ("City"), in the penal sum of, Seven Hundred Nine Thousand, 14 Four Hundred Eiqhtv-Two and 46/100 D0111t'S ($ 709,482.46 }, 15 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the 16 payment of which sum well and truly to be made jointly unto the Developer and the City as dual 17 obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly 18 and severally, firmly by these presents. 19 WHEREAS, Developer and City have entered into an Agreement for the construction of 20 community facilities in the City of Fort Worth by and through a Community Facilities 21 Agreement, CFA Number 20-0074; and 22 WHEREAS, the Principal has entered into a certain written contract with the Developer awarded 23 the �� ��day of '� U au�X , 202a which Contract is hereby referred to and made a 24 part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor 25 and other accessories defined by law, in the prosecution of the Work, including any Change 26 27 Orders, as provided for in said Contract designated as Primrose Crossing Phase 7. NOW, THEREFORE, the condition of this obligation is such that if the said Principal 28 shall faithfully perform it obligations under the Contract and shall in all respects duly and 29 faithfully perform the Wark, including Change Orders, under the Contract, according to the plans, 30 specifications, and contract documents therein referred to, and as well during any period of 31 ��� extension of the Contract that may be granted on the part of the Developer and/or City, then this obligation shall be and become null and void, otherwise to remain in full force and effect. CITY OF FORT WORTH Primrose Crossing Phase 7 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PR07ECTS CPN 102722 Revised January 31, 2012 006213-2 PERFORMANCE BOND Page 2 of 3 1 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 2 Tarrant County, Texas or the United States District Court for the Northem District of Texas, Fort 3 Worth Division. 4 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 5 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 6 accordance with the provisions of said statue. 7 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED 8 this instrument by duly authorized agents and officers on this the v� 7� day of 9 � U j,u.-� , 20_. 10 11 12 13 14 15 16 EST: 17 �g 1 � mcipal) Secretary 20 21 22 23 24 \ 25 Wi ess as to 2G 27 28 29 30 31 32 33 34 35 36 37 �8 /��� 39 (,(5��''Ss^ 40 Witness as to Surety AI Johnson 41 42 43 PRINCIPAL: L . an Ltd. BY: Signatur g��b� ��d4� P�.� ����-� Name a d Title Address: 1880 Crown Drive, Suite 1200 Dallas. TX 75234 SLJRETY: Great American Insurance Company of Nev� Ynrk BY: , �� ,' �v 4�� ---- Signature Rita G. Gulizo, Attorney-In-Fact Name and Title Address: 301 E. Fourth Street Cincinnati, OH 45202 Telephone Number: (513) 369-5000 44 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 45 from the by-laws showing that this person has authority to sign such obligation. If 46 Surety's physical address is different from its mailing address, both must be provided. 47 CITY OF FORT WORTH Primrose Crossing Phase 7 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN 102722 Revised January 31, 2012 006213-3 PERFORMANCE BOND Page 3 of 3 The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH Primrose Crossing Phase 7 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN 102722 Revised January 31, 2012 00 62 14 - 1 PAYMENTBOND Page 1 of 2 1 2 3 4 5 6 7 THE STATE OF TEXAS COUNTY OF TARRANT SECTION 00 62 14 Bond No. 3326217 PAYMENT BOND § § KNOW ALL BY THESE PRESENTS: § 8 That we, L.H. Lacy Company LTD. , known as "Principal" herein, and 9 Great American Insurance Company of New York , a corporate surety ( or 10 sureties if more than one), duly authorized to do business in the State of Texas, known as 11 "Surety" herein (whether one or more), are held and firmly bound unto the Developer, Wilbow- 12 Llano Springs Development Corporation, authorized to do business in Texas "(Developer"), and 13 the City of Fort Worth, a Texas municipal corporation ("City"), in the penal sum Seven Hundred Nine Thousand, 14 Of Four Hundred Eighry-Two and 46/100 _ D0111YS ($ 709,482.46 ), 15 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the 16 payment of which sum well and truly be made jointly unto the Developer and the City as dual 17 obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly 18 and severally, iirmly by these presents: 19 WHEREAS, Developer and City have entered into an Agreement for the construction of 20 community facilities in the City of Fort Worth, by and through a Community Facilities 21 Agreement, CFA Number 20-0074; and 22 WHEREAS, Principal has entered into a certain written Contract with Developer, � 23 awarded the �� t day of ' U�u�-�� , 20ZU , which Contract is hereby 24 referred to and made a part hereof for all purposes as if fully set forth herein, to furnish all 25 materials, equipment, labor and other accessories as defined by law, in the prosecution of the 26 Work as provided for in said Contract and designated as Primrose Crossing Phase 7. 27 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 28 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 29 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 30 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 31 force and effect. CITY OF FORT WORTH Primrose Crossing Phase 7 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN 102722 Revised January 31, 2012 00 62 14 - 2 PAYMENTBOND Page 2 of 2 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 2 3 Texas Government Code, as amended, and all liabilities on this bond sha11 be determined in accordance with the provisions of said statute. 4 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED 5 this instrument by duly authorized agents and officers on this the �� �� day of 6 H u�� u S� 20 2a . 7 ATTEST: ncipal) Secretary Witness as to Principal ATTEST: G ���1�� (Surety) ��; AI Johnson, Witness Witness as Surety Ray Falk 8 9 10 11 ]2 13 14 PRINCIPAL: L.H. Lacy Company, Ltd. BY: Signature Q�:.6��� � ��:-��, p�es,dl� Name an Title Address: 1880 Crown Drive, Suite 1200 Dallas, TX 75234 SURETY: Great American Insurance Company of New York BY: �:% � �� }� Signature `- Rita G. Gulizo, Attorney-In-Fact Name and Title Address: 301 E. Fourth Street Cincinnati, OH 45202 Telephone Number: {513) 369-5000 Note: If signed by an officer of the Surety, there must be on file a certified extract from the bylaws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. END OF SECTION CITY OF FORT WORTH Primrose Crossing Phase 7 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN 102722 Revised January 31, 2012 a 0 006219-1 MAINTENANCE BOND Page 1 of 3 1 2 3 4 5 6 7 8 9 10 11 12 THE STATE OF TEXAS COUNTY OF TARRANT SECTION 00 62 19 Bond No. 3326217 MAINTENANCE BOND § § KNOW ALL BY THESE PRESENTS: § That we, L.H. Lacy Company LTD.. , known as "Principal" herein and Great American Insurance Comqanv of New York , a corporate surety (sureties, if more than one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the Developer, Wilbow-Llano Springs Development Corporation, authorized to do business in Texas ("Developer") and the City of Fort Worth, a 13 Texas municipal corporation ("City"), in the sum Seven Hundred Nine Thousand, 14 Of Four Hundred Ei h-Two and 46/100 __ _ DOl1aTs ($ 709,482.46 }, 15 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment 16 of which sum well and truly be made jointly unto the Developer and the CiTy as dual obligees and 1? their successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, 18 19 20 21 22 jointly and severally, firmly by these presents. WHEREAS, Developer and City have entered into an Agreement for the construction of community facilities in the City of Fort Worth by and through a Community Facilities Agreement, CFA Number 20-0074; and 23 WHEREAS, the Principal has entered into a certain written contract with the Developer 24 awarded the -^ ��day of �f� u�u�X , 20�, which Contract is 25 hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all 26 materials, equipment labor and other accessories as defined by law, in the prosecution of the 27 Work, including any Work resulting from a duly authorized Change Order (collectively herein, 28 the "Work") as provided for in said Contract and designated as Primrose Crossing Phase 7; and 29 30 31 32 33 34 WHEREAS, Principal binds itself to use such materials and to so construct the Work in accordance with the plans, specifications and Contract Documents that the Work is and will remain free from defects in materials or workmanship for and during the period of two (2) years after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PR07ECTS Revised 7anuary 31, 2012 Primrose Crossing Phase 7 CPN 102722 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 lb 17 18 19 20 21 22 23 006219-2 MAINTENANCE BOND Page 2 of 3 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part upon receiving notice from the Developer and/or City of the need thereof at any time within the Maintenance Period. NOW THEREFORE, the condition of this obligation is such that if Principal shall remedy any defective Work, for which timely notice was provided by Developer or City, to a completion satisfactory to the City, then this obligation shall become null and void; otherwise to remain in full force and effect. PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely noticed defective Work, it is agreed that the Developer or City may cause any and all such defective Work to be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and the Surety under this Maintenance Bond; and PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division; and PROVIDED FURTHER, that this obligation shall be continuous in nature and successive recoveries may be had hereon for successive breaches. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 2o12 Primrose Crossing Phase 7 CPN 102722 � 006219-3 MAINTENANCE BOND Page 3 of 3 1 2 �j 4 5 6 7 8 9 10 11 12 1 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this �,� � instrument by duly authorized agents and officers on this the �� day of u' u�`� 2020 PRINCIPAL: L.H. Lac Com an , Ltd. T: Witness as to Principal ATTEST: (Surety) AI John n, Witness Witness as to Surety Ray Falk BY: Signature ��0� �_ l.�or�-�-. 1 i�5�(Jl��'� ame and Title Address: 1880 Crown Drive, Suite 1200 Dallas, TX 75234 SURETY: Great American Insurance Company cf New York y�`�'�7j ' �-� BY: � c�- � �-- Signature Rita G. Gulizo, Attorney-In-Fact Name and Title �� Address: 301 E. Fourth Street Cincinnati. OH 45202 Telephone Number: (513) 369-5000 *Note: If signed by an officer of the Surety Company, there must be on file a certiiied extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PR07ECTS Revised January 31, 2012 Primrose Crossing Phase 7 CPN 102722 GREAT AMERICAN INSURANCE COMPANY OF NEW YORK New York Administrative Office: 301 E 4TH STREET • CINCINNATI, OHIO 45202 • 513-369-5000 • FAX 513-723-2740 The number of persons authorized by this power of attorney is not more than THREE No. � 19964 POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That the GREAT AMERICAN INSURANCE COMPANY OF NEW YORK, a corporation organized and existing under and by virtue of the laws of the State of New York, does hereby nominate, constitute and appoint the person or persons named below its true and lawful attorney-in-fact, for it and in its name, place and stead to execute on behalf of the said Company, as surety, any and all bonds, undertakings and contracts of suretyship, or other written obligations in the nature thereof; provided that the liability of the said Company on any such bond, undertaking or contract of suretyship executed under this authority shall not exceed the limit stated below. Name Address Limit of Power RITA G. GULIZO SUSAN D. ZAPALOWSKI DAVID T. MICLETTE ALL OF NEW ORLEANS, LOUISIANA ALL $100,000,000 This Power of Attorney revokes all previous powers issued on behalf of the attorney(s)-in-fact named above. IN WITNESS WHEREOF, the GREAT AMERICAN INSURANCE COMPANY OF NEW YORK has caused these presents to be signed and attested by its appropriate officers and its corporate seal hereunto affixed this 13TH day of APRIL , 2020 . Attest •sa ��� _� � �pRPD�IJrf'�. � � �S��EAL �i `�•�;t'" �'; • �rr^� Assrstant Secretary GREAT AMERICAN INSURANCE COMPANY OF NEW YORK � � Divisional Senior Vice Presidenl MARK VICAHIO (877-377-2405) STATE OF OHIO, COUNTY OF HAMILTON-ss: On this 13TH day of APRIL , 2020 , before me personally appeared MARK VICARIO, to me known, being duly sworn, deposes and says that he resides in Cincinnati, Ohio, that he is a Divisional Senior Vice President of the Bond Division of Great American Insurance Company of New York, the Company described in and which executed the above instrument; that he knows the seal; that it was so a�xed by authority of his office under the By-Laws of said Company, and that he signed his name thereto by like authority. SItSAN A KOH4R57 ;� ':. Notary PubNs �. a State �f Qhio �,�, � /�$'�� � ° My tomm. Expires � �,y ta, zau This Power of Attorney is granted by authority of the following resolutions adopted by the Board of Directors of Great American Insurance Company of New York by unanimous written consent dated May 14, 2009. RESOLVED: That the Divisional Presidenf, the several Divisional Senior Vice Presidents, Divisional Vice Presidents and Divisiona! Assistanf Vice Presidenfs, or any one of them, be and hereby is aufhorized, from time to time, to appoint one or more Attorneys-in-Fact to execute on beha/f of the Company, as surety, any and all bonds, undertakings and contracts of suretyship, or ofher written obligations in the nafure thereof,• to prescribe their respective duties and the respecfive limits of their authority; and to revoke any such appointment at any time. RESOLVED FURTHER: That the Company seal and the signature of any of the aforesaid officers and any Secretary or Assistant Secretary of the Company may be affixed by facsimile to any power of attorney or certificate of either given for the execution of any bond, undertaking, contracf of surefyship, or ofher wrrtten obligation in the nafure thereof, such signature and sea/ when so used being hereby adopted by the Company as fhe original signature of such officer and the original sea! of the Company, fo be valid and binding upon the Company with the same force and effect as though manually affixed. CERTIFICATION I, STEPHEN C. BERAHA, Assistant Secretary of Great American Insurance Company of New York, do hereby certify that the foregoing Power of Attorney and the Resolutions of the Board of Directors of May 14, 2009 have not been rev�VCed and are now in full force and effect. Signed and sealed this ��z�_���.Q. g SEAL,�� ..,_r�9 ��� day of 2o�a �-���� Assistam Secretary 57165N (03/20) ���An��.�c�v ��suRANc� G�au� IMPORTANT NO�ICE: Great American Insurance Company of New York Great American Alliance Insurance Company Great American Insurance Company To ohtain information or make a complaint: You may contact the Texas DeparEment of Insurance to abtain information on companies, coverages, ri�hts or compiaints at: 1-800-252-3439 You rnay write Che Texas Department of Insurance at: P.O. Box 149104 Austin, TX 78714-9091 FAX: 1-512-490-1007 Your notice of claim against the attached bond may be given to the surety company that issued the bond by sending it by certified or registered mail to the following address: Mailing Address: Great American Insurance Company P.O. Box 2119 Cincinnati, Ohio 45202 Physical Address: Great American Insurance Company 30l E. Fourth Street Cincinnati, Ohio 45202 You may also contact the Great American Insurance Company Ctaim office by: Fax: Telephone: Email: f-888-290-3706 1-513-369-5�91 bondclaims@gaic.com PREMIUM OR CLAIM DISPUTES: If you have a dispute concerning a premium, you should contact the agent first. If yau have a dispute concerning a ciaim, you should contact the company first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACI� THIS NC?TICE TO YOUR BOND: This notice is for information only and does not become a part or condition of the attached document. F.y667A (I()!l6) UO J 2 43 DAP-BIDPROPOSnL PaFc i of ( SECTION 00 42 43 DeveloperAwarded Projects - PROPOSAL FORM Primrose Crossing, Phase 7 UNIT PRICE BID Bidder's Application Projec[ Item Infortnation Bidders Proposal Bidlist Ilem Description Specification Seclion No. Uni[ of B�d Unit Price Bid Value No. Measure Quantity UNIT V: STREET LIGHTING IMPROVEMENTS 1 2605.3015 2" CONDT PVC SCH 80 (T) 26 05 33 LF_ ___ _1465 $12.00 _ $17,580.00 Z ..._. _ __ _.._._ __..�_. _......�. EA 3441.3002 Rdwy Illum Assembiy TY 8,11,D-25, and D-30 34 41 20 20 $1,650.00 $33,OD0.00 ___...._.._............_ ._._..........�.---..__...._..------....__.._..____..__..__.._..---......_......-----_�_._......._.__.........._....---........_. .__._.....---....__ ................_...._........_....__.._......-- ----.._.._......._..__ ...._.......___........_ ........_...._......_................__........_.........._.._.........._..._.....___..... 3 3441.3201 LED Lighting Fixture (501/� 34 41 20 EA 20 ,_ __$350.00 �_$7,000.00 4 3441.3301 Rdwy Illum Foundation TY 1,2, and 4 34 41 20 EA 20 $1,050.00 $21,000.00 5 9999.0020 3-#10 Copper Wire 00 00 00 LF 1465 $2.00 $2,930.00 6 .._.._ _._._..._.....-- ----...._......_..----------- _....------ ----------...--- ------- - ----...._..----- - ..........................._._._....._.._ -------....... 7 ___ ................_... ..�_.._.........................._.._....._...._�.._........__....____......._..__........_........................_...................._.......__......._. ._...._.._..._........._...............__.........._......_.._..--... .___ _ __......._..... ............._..............._ ..�......................_......_............. .........................,.. ............_......... 8 _._ _...__ 9 - — - - 10 11 � �..�...__..___....._._ .. ................__...........---._._..._._......_............-----_._ ___......_._....__.._......_............_...._................... ._....__....---.-..._._.-_ _--- ---.._........._ .__....._.....___ _......._._.._......_......._..... ..........._..__..._....._.......__....... �? __—_ _______._ -..._�__ __�.--- - __�_ 13 � 14 15 _......._._...._�.. .........__._._._ ................_........._...._.._......._...._..__..............._...__....._........_...._.._.._................_........._..._..... ..._........._..._,.._......_...................__.....__.._...._..... _._..._............._....... .........._.................... .._.._........__......_..................... ..._......._....................._...._..._...... 16 �.7._ ................---....._................_....._.__...._...._..._..............._...___.._..........__.___..__._..._.__........__ ___....._...._.. .._._........_..._............__._..._.�__..............�._.. _........_..._...._........ ....----......._............ ................................................. ......_.........._........_..._..._...._......... v 18 �-__� _ - -__- �.__ _ �._.,_ 19 � 20 _.__._....__._._._ ......_._.._............___---.._....._.._.__.._.._._....._�...��...._...-------------� _._.. _..__._...._...------.... -----�__. _...__._.� ._..___._...----...__......._ ......_..._._............----.._........... 21 ----__ �._ __ - --- -_ _- --- ___-__ 22 -- 23 - -- - -- 24 25 _ _,_ ____ _____� �.. _........._ .._.._ .......... .......�_........_..._.__..._..__..-..._...........�._.._._......_.__.._........_._......._._.....__...._................._..._._._....__._ .._..___._._....__...__...___......---.�..._......_...._ ._......_...�......._._... __...._...................... ._......_..�...__........__.... .............__...._....... 26 __ --- 2� - - ------ -_ 28 ---- --- _ _,�.__ - - — --- � _ M 29 3 �....._� . ......................................_....._._....._........._...__....___....--...._......_.._..._.............._......._........_...._...__............. ..............._.............................................._..._._............ ..........______....... ........_._...._.__......... .........__.....__..._....._...._..__. ............._..................................�. __....._ ____ ....... ..........._._.._._._...._._..._......................................----__.._ ...__.._..........._...._............_---..._�..._... ......._ _.._.._...... _.._.�............_....... __._._.._......_......... ................._........_....._......__.. ....._.........__.._.....---._...._._... 31 �__ _ __. 32 ______ _ - 33 ._ ___— 34 _..---........_�...... __...-- -- -----.._.._...----...-- ---- ---_....�.___�_ _____ _ -----...-- ----._._ ._..._....---�- --.. � __�_..... _ _....----._._._.._ .... ................._........_._...._.........._.. 35 ---- -------- -- - ,._�.,._... _..-----_ _ __ __.._�— _....._ .. �._ _.. _.� 36 —37 -_ _ _ — _ _.— 38 39 -.�..40........_.. _____...---.._�....._._..__._...._...._...._....._...._._.._...._....---- -----._.�_�_..__..._.. ........----...�.._.__....._._......_ ................... .___....._...---._.. ......_._.....---..._.... __...---..........._...._...._.........� .....----.......---...._..___--- _ 41 __ _,— __ 42 TOTAL UNIT V: STREET LIGHTING IMPROVEMENTS $81,510.00 CIN OF FORT\VORTH STANDnRD CON57RUCi70N SPECIFICA770N DOCUMEMS - DEVELOPER A WARDEO PROJECTS Fomi Vcrsion May 21, 201'J � 00 J2 J7_9id Proposal_DAP.�Is� onuai DM-DID PROPOSAL Pagc ( af! SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Primrose Crossing, Phase 7 UNIT PRICE BID Bidder's Application Project Ttem Infortnation Biddefs Proposal Bidlist Item Description Specifica[ion Sec[ion No. Unit of B�d Unit Price Bid Value T7o Measure Quantity Bid Summary UNIT I: WATER IMPROVEMENTS UNIT II: SANITARY SEWER IMPROVEMENTS UNIT III: DRAINAGE IMPROVEMENTS UNIT IV: PAVING IMPROVEMENTS UNIT V: STREET LIGHTING IMPROVEMENTS This Bid is submitted by the entity named below: BIDDER: Hcan F'Jec[rical, Inc. !121 F, i�'.non Avenuc C'ort Warth, TK 7l ISO Cantractor agrees lo camplete WORK forFINAL ACCEPTANCE within CONTRACT commences to run as provided in the General Conditions. END OF SECTION CI7Y OF FORT WORTH STANDARD CONSTRUCI70N SPECIFICATfON DOCOMENTS - DEVCLOPER AWARDED PROJECTS Fomi Vcrsion May 22, 201 J 0.00 Total Construction BidL � �%j i� i' BY: ;��1 ��_ CiTLE;i�i'Y�.!-`v,lL�( - --, ` DATE: '�` working days af[er the dale when the 0032J3 ➢idPraposal_DAP.zlsc 00 45 12 DAP PREQUALIFICATION STATEMENT Page 1 of 1 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 wark type(s) listed. In the "Majar Work Type" box provide the com�lete major work tvpe and actual description as provided bv the Water Department for water and sewer and TPW for pavin� Major Work Type Contractor/Subcontractor Company Name Prequalification Expiration Date Water Distribution System — New Construction, All Sizes Sewer Collection System —New Construction, All Sizes Concrete Paving Construction — Unlimited Area Roadway & Pedestrian Lighting Bean Electrical, Inc. 3/12/21 The undersigned hereby certifies that the contractois and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Bean Electrical, Inc. 921 E Enon Avenue Fort Worth, TX 76140 END OF SECTION CIlY OF FORT WORTH STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT— DEVELOPER AWARDED PROJECTS 00 45 12_Prequali(ication Statement 2015_DAP.docx Form Version September 1, 2015 TITLE:'�'k :=`-it,.,., �__ DATE: 00 45 26 - l CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page I of 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 SECTION 00 45 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it provides worker's compensation insurance coverage for all of its employees employed on City Project No. 102722. Contractor further certifies that, pursuant to Texas Labor Code, Section 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with worker's compensation coverage. CONTRACTOR: Bean Electrical Inc. B � � �� Y� ; /_ Company ` (Ple�se Print --- --� � �i a;:� , 921 E Enon Avenue Signature: ; � Address � � Fort Worth. Texas 76140 Title: �' _— •:�;'�� t.- �,�;-- City/State/Zip � (Please Print) THE STATE OF TEXAS § COUNTY OFTARRANT § B ORE ME, the ndersigned hority, on this day personally appeared �`� e , known to me to be the person whose name is subscri ed to the fore o n instrument and acknowled ed to me that he/she executed the same as the act and deed of g,� �� �r��w . Gn. �. �.vG • for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this � u b'� , 20?{,� `ti�nvP�e,,, JAMES MICHAEL HUGHES _°:�� �= Notary Public, State of Texas s�'.'•�•`P- Comm. Expires 10-26-2022 � v��....•;i-�: ''�,;��� �.� Notary ID 131774249 END OF CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised Apri12, 2014 Primrose Crossing Phase 7 CPN 102722 � day of 45 oosaa3-2 Developer Awazded Project Agreement Page 2 of 4 38 Articie 4. CONTRACT PRICE 39 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract 40 Documents an amount in current funds of Eighty-One Thousand Five Hundred and Ten Dollars 41 ($81,510.00). 42 Article 5. CONTRACT DOCUMENTS 43 44 45 � 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 5.1 CONTENTS: A. The Contract Documents which comprise the entire agreement between Developer and Contractor concerning the Work consist of the following: 1. This Agreement. 2. Attachments to this Agreement: a. Bid Form (As provided by Developer) 1) Proposal Form (DAP Version) 2) Prequalification Statement 3) State and Federal documents (pt•oject specific) b. Insurance ACORD Form(s) c. Payment Bond (DAP Version) d. Performance Bond (DAP Version) e. Maintenance Bond (DAP Version) f. Power of Attorney for the Bonds g. Worker's Compensation Affidavit h. MBE and/or SBE Commitment Form (If required) 3. Standard City General Conditions of the Construction Contract for Developer Awarded Projects. 4. Supplementary Conditions. 62 5. Specifications specifically made a part of the Contract Docurnents by attachment 63 or, if not attached, as incorporated by reference and described in the Table of 64 Contents of the Project's Contract Documents. 65 �� 67 68 69 70 71 72 73 74 75 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised June 16, 2016 Primrose Crossing Phase 7 CPN 102722 0052d3-3 Developer Awarded Projec[ Agreement Page 3 of 4 � 77 78 79 80 81 82 83 84 85 86 m 88 89 90 91 92 93 94 95 96 97 98 94 100 101 102 103 104 Article 6. INDEMNIFICATION 6.1 Contractor covenants and agrees to indemnify, hotd harmiess 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, empioyees, subcontractors, licenses or invitees under this contract. This indemnification nrovision is snecificallv intended to operate and be effective even if it is alleged or proven that all or some of the dama�es bein� sou�ht were caused, in whole or in part, bv anv act, omission or ne�lisence of the citV. This indemnity provision is intended to inclnde, without limitation, indemnity for costs, expenses and legal fees incurred by the city in defending against such claims and causes of actions. 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the city, its officers, servants and empioyees, 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 snecificallv intended to operate and be effective even if it is alle�ed or proven that ail or some of the dama�es bein� sousht were caused. in whole or in uart. by anv act, omission or negligence of the citv. Article 7. MISCELLANEOUS 7.1 Terms. Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of the Construction Contract for Developer Awarded Projects. Assignment of Contract. 7.2 This Agreement, including all of the Contract Documents may not be assigned by the Contractor without the advanced express written consent of the Developer. Successors and Assigns. 7.3 105 Developer and Contractor each binds itself, its partners 106 representatives to the other pariy hereto, in respect to 107 obligations contained in the Contract Documents. 108 '7.4 Severability. , successors, assigns and legal all covenants, agreements and 109 Any provision or part of the Contract Documents held to be unconstitutional, void or 110 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 111 remaining provisions shall continue to be valid and binding upon DEVELOPER and 112 CONTRACTOR. 113 7.5 Governing Law and Venue. 114 This Agreement, including all of the Contract Documents is performable in the State of 115 Texas. Venue shalt be Tarrant County, Texas, or the United States District Court for the 116 Northern District of Texas, Fort Worth Division. CITY OF FORT WORTH Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 102722 Revised June 16,2016 005243-4 Developer Awarded Project Agreement Page 4 of4 117 118 7.6 Authority to Sign. 119 120 121 l22 123 124 125 126 Contractor shall attach evidence of authority to sign Agreement, if other than dufy authorized signatory of the Contractor. IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple counterparts. This Agreement is effective as of the last date signed by the Parties ("Effective Date"). Contractor: � Bean Electrical In�c. /' < /; � i B : ,/` Y (Signature) Developer: Wilbow-Llano S rin s Develo ment Cor oration B : � � (Signature) � -.�I -� �«� �\ � WY�%h� ��'iY�rir1 � (Printed Name) (Printed Name) Title: �' � � 7 , � � +.: : Title: � ` � � ��'�'t CompanyName:�'T,-=.►� E�c{-��'+��-Y.,�r:tL. Companyname:��b�-a.-IG�O SQwvv�S ��'""""FI'� �. Address: �-"' 1 � . �t�0 �1 Address: 5 �., M b La�wc, � I ,f?5 lc� 127 City/State/Zip:�o�'=-� v�i:�rt�,-� �1-.}=�L. 8�25• 2� Date City/State/Zip:��� � ��� i %� � Date CITY OF FORT WORTH Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROIECTS CPN 102722 Revised June 16, 2016 SureTec Insurance Company THIS BOND RIDER CONTAINS IMPORTANT COVERAGE INFORMATION FORCE MAJEURE RIDER The obligations of the Surety and Principal under the Bond or Bonds to which this Rider is annexed are subject to the following limitations and conditions, to wit: that, it is a condition precedent to their liability hereunder that the contractual obligation (the contract or subcontract, as the case may be, being referred to in this Rider as the "Contract") between the Principal and the Obligee underlying this Bond includes (or shall be considered amended to include) a Force Majeure exclusion holding that the Principal and its Sureties shall not be held liable under this Bond or under the Contract for any impacts, delays, defaults, or damages related to Principal's work arising from, or related to epidemics, pandemics, medical emergencies, supply line interruptions, or natural disasters impacting the work required by the Contract, regardless of where such events occur, acts of God, terrorism, war, acts of government or administrative suspension, limitation, or shut-down, or the direct or indirect consequences or aftermath of any of the foregoing, and the Contract further provides that the Principal shall be entitled to an extension of the Contract Time and an equitable adjustment of the Contract Price, as a result of any of the exclusions heretofore cited. In the event the provisions for force majeure, time extensions, or equitable adjustment for time and money are more favorable to Principal in the Contract, than in this Rider, the more favorable shall apply. Revised 3-2009 SureTec Insurance Company ii►��il•�:ir_v��.�•��c�� Statutory Complaint Notice/Filing of Claims To obtain information or make a complaint: You may call the Surety's toll free telephone number for information or to make a complaint or file a claim at: 1-866-732-0099. You may also write to the Surety at: SureTec Insurance Company 9737 Great Hills Trail, Suite 320 Austin, TX 78759 You may contact the Texas Department of Insurance to obtain information on companies, coverage, rights or complaints at 1-800-252- 3439. You may write the Texas Department of Insurance at: PO Box 149104 Austin, TX 78714-9104 Fax#: 512-490-1007 Web: http://www.tdi.texas.qov Email: ConsumerProtection@tdi.texas.gov PREMIUM OR CLAIMS DISPUTES: Should you have a dispute concerning your premium or about a claim, you should contact the Surety first. If the dispute is not resolved, you may contact the Texas Department of Insurance. Texas Rider 8/2019 09/08/2020 K&S Insurance Agency 2255 Ridge Road, Ste. 333 P. O. Box 277 Rockwall TX 75087 Natasha Felts (972) 772-7256 (972) 771-4695 nfelts@kandsins.com Bean Electrical, Inc P.O. Box 40016 Fort Worth TX 76140 Liberty Mutual Fire Ins. Co.23035 Travelers Prop Cas Co of Amer 25674 Travelers Lloyds Ins. Co.41564 A Deductible $1,000 PD TB2-Z91-471905-020 06/15/2020 06/15/2021 1,000,000 100,000 10,000 1,000,000 2,000,000 2,000,000 A AS2-Z91-471905-030 06/15/2020 06/15/2021 1,000,000 B 10,000 ZUP-51N31433-20-NF 06/15/2020 06/15/2021 9,000,000 9,000,000 A N WC2-Z91-471905-010 06/15/2020 06/15/2021 1,000,000 1,000,000 1,000,000 C Contractor's Equipment QT6602F259406 06/15/2020 06/15/2021 Leased/Rented $200,000 [Job #: Job Type: Primrose Crossing Phase 7] Please see attached for additional information. City of Fort Worth 200 Texas Street Fort Worth TX 76102-6314 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 Bean Electrical, IncK&S Insurance Agency 25 Certificate of Liability Insurance: Notes The General Liability and Auto Liability policies include a blanket automatic additional insured endorsement that provides additional insured status to the certificate holder only when there is a written contract between the named insured and the certificate holder that requires such status. The endorsements wording include both the insured's ongoing and completed operations. The General Liability policy contains an endorsement with “Primary and Noncontributory” wording. The General Liability, Auto Liability and Workers’ Compensation policies include a blanket automatic waiver of subgrogation endorsement that provides this feature only when there is a written contract between the named insured and the certificate holder that requires it. *ALWAYS REFER TO THE ATTACHED POLICY FORMS FOR SPECIFIC WORDING OF SUCH COVERAGE, LIMITS, CONDITIONS AND EXCLUSIONS. ACORD 101 (2008/01) The ACORD name and logo are registered marks of ACORD © 2008 ACORD CORPORATION. All rights reserved. THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER:FORM TITLE: ADDITIONAL REMARKS ADDITIONAL REMARKS SCHEDULE Page of AGENCY CUSTOMER ID: LOC #: AGENCY CARRIER NAIC CODE POLICY NUMBER NAMED INSURED EFFECTIVE DATE: 08/05/2020 K&S Insurance Agency 2255 Ridge Road, Ste. 333 P. O. Box 277 Rockwall TX 75087 Natasha Felts (972) 772-7256 (972) 771-4695 nfelts@kandsins.com Bean Electrical, Inc P.O. Box 40016 Fort Worth TX 76140 Liberty Mutual Fire Ins. Co.23035 Travelers Prop Cas Co of Amer 25674 Travelers Lloyds Ins. Co.41564 A Deductible $1,000 PD TB2-Z91-471905-020 06/15/2020 06/15/2021 1,000,000 100,000 10,000 1,000,000 2,000,000 2,000,000 A AS2-Z91-471905-030 06/15/2020 06/15/2021 1,000,000 B ZUP-51N31433-20-NF 06/15/2020 06/15/2021 9,000,000 9,000,000 A N WC2-Z91-471905-010 06/15/2020 06/15/2021 1,000,000 1,000,000 1,000,000 C Contractor's Equipment QT6602F259406 06/15/2020 06/15/2021 Leased/Rented $200,000 Project: Primrose Crossing Phase 7 CPN 102722 Certificate holder includes: Wilbow-Llano Springs Development Corporation; and the City of Fort Worth Please see attached for additional information. Wilbow-Llano Springs Development Corporation 4131 N. Central Expwy Suite 990-LB 13 Dallas TX 75204-2102 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 Bean Electrical, IncK&S Insurance Agency 25 Certificate of Liability Insurance: Notes The General Liability and Auto Liability policies include a blanket automatic additional insured endorsement that provides additional insured status to the certificate holder only when there is a written contract between the named insured and the certificate holder that requires such status. The endorsements wording include both the insured's ongoing and completed operations. The General Liability policy contains an endorsement with “Primary and Noncontributory” wording. The General Liability, Auto Liability and Workers’ Compensation policies include a blanket automatic waiver of subgrogation endorsement that provides this feature only when there is a written contract between the named insured and the certificate holder that requires it. *ALWAYS REFER TO THE ATTACHED POLICY FORMS FOR SPECIFIC WORDING OF SUCH COVERAGE, LIMITS, CONDITIONS AND EXCLUSIONS. ACORD 101 (2008/01) The ACORD name and logo are registered marks of ACORD © 2008 ACORD CORPORATION. All rights reserved. THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER:FORM TITLE: ADDITIONAL REMARKS ADDITIONAL REMARKS SCHEDULE Page of AGENCY CUSTOMER ID: LOC #: AGENCY CARRIER NAIC CODE POLICY NUMBER NAMED INSURED EFFECTIVE DATE: =<84/Eo;B9.1>%@. 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Any "occurrence" which takes plece after you cease to be a tenant in that premises or to lease that land; b. 5tructural alterations, new construction or demolition operations performed by or on behalf of that manager or lessor; or c. Any premises for which coverage is exciuded by endorsement. 3. Mortgagees, Assignees ar Receivers: Any persan(s) or organization{s) with respect to their liability as mortgagee, assignee or receiver and arising out of your ownership, maintenance or use of the premises. This insurance does not apply to structural alterations, new construction and demolitian operations performed by or on behalf of such person(s) or organization(s). 4. Owners, Lessees or Contractors: Any person(s) or organization(s) to whom you are obligated to procure additionai insured coverage, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole ar in part, by yaur act(s) or omission(s) or the act(s} or omission(s) of your "employees", your agents, or your subcontractors, in the performance of your ongoing operations. This insurance does not apply to "bodily injury", "property damage", or "personal and advertising injury" arising out of "your work" included in the "products-comp(eted operations hazard" unless you are required to provide such coverage for the additional insured by the written agreement, and then only for the period of time required by the written agreement and only for liability caused, in whale ar in part, by your act(s) or omission(s) or the act(s) or omission(s) of your "employees", your agents, or your subcontractors, There is no coverage for the additional insured for liability erising out of the sole negiigence of the additionai insured or those acting on behaif of the additional insured, except as provided below. If the written agreement obligates you to procure additional insured coverage for the additional insured's sole negligence, then the coverage for the additiona► insured shall conform to the agreement, but only if the applicable law would allow you to indemnify the additional insured for liability arising out the additional insured's sole negligence. This insurance does not apply to "bodily injury", "property damage" or "personal and advertising injury" arising out of the rendering of, or failure to render, any professionai architectura(, engineering or surveying services, including: a. The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, fieid orders, change orders or drawings and specifications; or b. Supervisory, inspection, architectural or engineering activities. This exclusion appiies even if fhe claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the "occurrence" which caused the "bodily injury" or "property damage", or the offense which caused the "personal and advertising injury", involved the rendering of or failure fo render any professional services. 5. Architects, Engineers or Surveyors: Any architect, engineer, or surveyor engaged by you but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by your act(s) or omissian(s) or the act(s) or omission(s) of those acting on your behaif: a. In connection with your premises; or b. In the performance of your ongoing operations. This insurance does not apply to "bodily injury", "property damage" or "personal and advertising injury" arising out of the rendering of or failure to render any professional services by or for you, inciuding: l.0 ZO 58 11 18 O 2018 Liberty Mutual Insurance Page 2 of 4 Inciudes copyrighted material of Insurance Services Office, Inc., with its permission. a. The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or b. Supervisory, inspection, architectural or engineering activities. This exclusion applies even if the claims against any insured allege negligence ar other wror�gdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the "occurrence" which caused the "bodily injury" or "property damaga", or the offense which caused the "personal and advertising injury", involved the rendering of or failure to render any professional services by or for you. 6. Any Person or Organization Other Than a Joint Venture: Any person(s) or organization(s} (other than a joint venture �f which you are a member) for whom you are abligated to procure additional insured coverage, but only with respect to liabilify for °bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by your act(s) or omission(s) or the act(s) or omission(s) of those acting on your behalf: a. In the performance of your ongoing operations; or b. In connection with premises owned by or rented to you. This insurance does not apply to: � a. Any person(s) or organization(s} more specifically covered in Paragraphs 1. through 5. above; b. Any construction, renovation, demolition or instailation operations performed by or on behalf of you, or those operating on your behaif; or c. Any person(s) or organization(s) whose profession, business or occupation is that of an architect, surveyor or engineer with respect ta liability arising out of the rendering of, or failure to render, any professional architecfural, engineering or surveying services, including: (1) The preparing, approving or failing to prepare or approve, maps, drawings, opinions, reports, surveys, field orders, change arders, designs and specifications; or (2) Supervisory, inspection, architectural or engineering activities. This exclusion applies even if the claims against any insured ailege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the "occurrence" which caused the "bodily injury" or "property damage", or the offense which caused the "personal and advertising injury", involved the rendering of or failure to render any professional services by or on behaif of you, or those operating on your behalf. The insurance afforded to any person(s) or organization(s) as an insured under this Item 1.: 1. Applies to the extent permitted by law; 2. Applies only to the scope of coverage and the minimum limits of insurance required by the written agreement, but in no event exceeds either the scope of coverage or the limits of insurance provided by this Policy; 3. Does not apply to any person(s) or organization(s) for a�y "bodily injury", "property damage" or "personal and advertising injury" if any other additional insured endorsement attached to this Policy applies to such person(s) or organization(s) with regard to the "bodily injury", "property damage" or "personai and advertising injury"; 4. Applies oniy if the "bodily injury" or "property damage" occurs, or the offense giving rise to the "personal and advertising injury" is committed, subsequent ta the execution of the written agreement; and 5. Applies only if the written agreement is in effect at the time the'"bodily injury" or "property damage" occurs, or at the time the offense giving rise to the "personal and advertising injury" is committed. LC 20 58 11 18 �O 201 S Liberty Mutual Insurance Page 3 of 4 Inc(udes copyrighted material of Insurance Services Office, Inc., with its permission. Item 2. Blanket Additional Insured — Grantor Of Permits Paragraph 2. of Section II — Who Is An Insured is amended to add the following: Any state, municipality or po�itical subdivision that has issued you a permit in connection with any operations performed by you or on your behalf, or in connection with premises you own, rent or control, and to which this insurance applies, but only to the extent that you are requireci to provide additional insured status to the state, municipality or political subdivision as a condition of receiving and maintaining the permit. Such state, municipality or political subdivision thaf has issued you a permit is an insured only with respect to their liability as grantor of such permit to you. However, with respect to the state, municipality or politicai subdivision: 1. Coverage will be no broader than required; and 2. Limits of insurance will not exceed the minimum limits of insurance required as a condition for receiving or maintaining the permit; but neither the scope of coverage nor the limits of insurance will exceed those provided by this Policy. This insurance does noi appfy to: 1. "Bodily injury", "property damage" or "personai and advertising injury" arising out of operations performed for the state, municipality or political subdivision; 2. Any "bodily injury" or "property damage" inciuded within the "products-compieted operations hazard", except when required by written agreement initiated prior to loss; ar 3. "Bodily injury", "property damage" or "personal and advertising injury", unless negligently caused, in whole or in part, by you or those acting on your behalf. Item 3. Other Insurance Amendment If you are obligated under a written agreement to provide liability insurance on a primary, excess, contingent, or any other basis for any person(s) or organization(s) that qualifies as an additional insured on this Policy, this Policy will apply solely on the basis required by such written agreement and Paragraph 4. Other Insurance of Section IV — Commercial Generai Liability Conditions will not apply. Where the applicable written agreement does not specify on what basis the liability insurance will apply, the provisions of Paragraph 4. Other Insurance of Section IV — Commerciaf General l.iability Conditions will apply. However, this insurance is excess over any other insurance available to the additional insured for which if is also covered as an additional insured for the same "occurrence", claim or "suit". LC 20 58 11 18 O 2018 Liberty Mutual Insurance Page 4 of 4 Includes copyrighted material of insurance Services Office, Inc., with its permission. 0KHB9^`,YI7;N`2 5 ` %TTY;:`7^`)@7;NW^`+YUY6H`#@N;`&JTYN6J8;`!K ` 6+,5]'1%245'0'16]$+"1)'5]6+']32/,$:] 3/'"5']4'"%],6]$"4'(7//:] $200'4$,"/]*'1'4"/]/,"#,/,6:]'1+"1$'0'16](24]$2164"$6245] 2?AT`;J:KNT;I;JU`IK:@<@;T`@JTYN6J8;`MNKZA:;:`YJ:;N`U?;`=HHK[BJ>` !-++"1!& )`$","1 )`*& &)&3`!.4"1 $"`0 12` &J:;\`K<`IK:@<A;:`AU;IT`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`;]K<`5@>UGML]'`$MY@P;E@] "] #M?GI\] ,LHXR]"L?] 3PMN@PW] %;K;E@]/G;<GIGW]AT`N;MH68;:`7^` U?;` <KHHK[@J>` ;'[N@>U@?]2P],LU@L?@?],LHXP\ K:@H^`@JFYP^`KN`MNKM;PX`:6I6>;`;\M;8U;:`KO`@JU;J:;:`<NKI`U?;`TU6J:MK@JU`K<`U?;`@JTYP;: `2?@T`;]9HYT@KJ :K;T`JKU`6MMH^`UK`7K:CH^`@JGYP^`KN`MNKM;PU^`:6I6>;`N;TYHU@J>`<NKI`U?;`YT;`K<`N;6TKJ67H;`<KN8;`UL`MNKU;8U M;NTKJT`KN`MNKM;R^ ,U@J]] 1ML2ZL@?]9;U@P>P;D]'[U@LTGML] 06N6>N6M?`]K<`"\8HYTAKJ`E]K<`5@>UGML](` $MY@P;E@]"]#M?GI\],LHXP\]"L?]3PMN@QW]%;K;E@]/G;=GIGW]DT` N;MH68;:`7^`U?;`<KHHK[AJ>` `[6U;N8N6<V`^KY`:K`JKU`K[J`U?6V`@T );TT`U?6J``<;;U`HKJ> `6J: ,KU`7;@J>`YT;:`UK`86NQ_`M;NTKJT`KN`MNKM;S`<KN`6`8?6N>; ,U@J] ]%;J;E@]6M]3P@JGT@T]4@LU@?]6M]:MX] '[N;L?@?]$MY@P;E@ "2?;` <DJ6H`M6N6>N6M?`K<`] '[>IXTGMLT]K<`5@>VGML]'` $MY@P;E@]"] #M?GI\] ,LHXP\]"L?]3PMN@PW]&;K;E@ /G;<GIGU\]AT`N;MH68;:`7^`U?;`<KHHK[EJ> 78 8 +1682/3#8 %-2)&8 8 8'8 8 &"2.8'(5) 08$0* #8'8 &-3*&8 , -8 8 &84 1 8 0-8()$ --!'&8 Exclusionsc. through n. do not apply to damage byfire, lightningor explosionor subsequentdamages resulting from such fire, lightning or expiosion including water damage to premises while rented to you ar temporarily occupied by you with permission of the owner. A separate limit of insurance applies to this coverage as described inSection (II — Limits Of Insurance. B. Paragraph 6. of Secfion III — Limits Of Insurance is replaced by the foilowing: 6. Subject to Paragraph 5. above, the Damage To Premises Rented To You Limit is the most we will pay under Coverage Afor damages because of "property damage" to any one premises, while rented to you, or in the case of damage by fire, lightning, explosion or subsequentdamages resultingfrom such fire, lightning or explosian inciuding water damage to premises while rented to you or temporarily occupied by you with permission of the owner. The Damage To Premises Rented To You �imit is the greater of: a. $300,000; or b. The Damage To Premises Rented To You Limit shown on the Declarations. C. Paragraph 9.a. of the definition of "insured contract" irSection V— Definitions is replaced by the following: a. A contract for a lease of premises. However, that portion of the contract for a lease of premises tnat indemnifies any person or organization for damage by fire, lightning, explosion or subsequent damages resulting from such fire, lightning or expiosion including water damage to premises while rented to you or temporarily occupied by you with permission dfie owner is not an "insured contract"; D. The paragraph immediatelyfollowing Paragraph (6) of Exclusion j. of Section 1— Coverage A— Bodily tnjury And Property Damage Liability is replaced by the foliowing: Paragraphs (1}, (3) and (4) of this exclusion do not apply to "property damage" (other than damage by fire, lightning or explosion or subsequent damages resulting from such fire, lightning or explosion including water damage) to premises, including the contents of such premises, rented to you for a period of seven or fewer consecutivedays. A separate limitaf insurance applies to Damage To Premises Rented To You as described in Sectian ili — Limits of insurance. Item 4. Bodily Injury To Co-Employees A. Paragraph 2. of Section It — Who Is An Insured is amended to inciude: Each of the following is aiso an insured: Your "employees" (other than either your "executive officers" (if you are an organization other than a partnership,jointventure or limitedliabilirycompany) or your managers (if you are a limitedliabilitycompany)) or "volunteer workers"are insuredswhilein the course of theiremploymentor whileperforming dutiesrelated to the conduct of your business with respect to "bodily injury": (1) To you; (2) To yaur partners or members (if you are a partnership orjoint venture); (3) To your members (if you are a limited liability company); or (4) To a co-"employee" or "volunteer worker" while that co"employee" or "volunteer worker" is either in the course of his or her employmentby you or whileperforming duties related to the conductof your business (including participation in any recreational activities sponsored by you). Paragraph 2.a.(1)(a) of Section II — Who Is An Insured does not apply to "bodi(y injury" for which insurance is provided bythis paragraph. LC 32 199 11 18 � 2018 Liberty Mutuai Insurance Page 2 of S Includes copyrighted material of Insurance Services O�ce, inc., with its permission. B. The insurance provided by this Item 4. for "bodily injury" to a co-"employee" or "valunteer worker" will not apply if the injured co"employee's" or "volunteer worker's" sole remedy for such injury is provided under a workers' compensation law or anysimilar law. C. Otherinsurance The insurance provided by this item 4. is excess over any other valid and coliectible insurance available to the insured, whether primary, excess, contingent or on any other basis. Item 5. Health Care Professionals As Insureds A. Paragraph 2.a.(1)(dj of Section If — Who Is An Insured is replaced by the following: (d) Arising aut of his or her providing or failure to provide professional health care services. However, any "employee" or "volunteer worker" of the Named Insured who is acting as a Good Samaritan in response to a pubiic or medical emergency or who is a"designated health care provider" is an insured with respect to "bodily injury" and "personal andadvertising injury" that: (i) Arises out of the providing of or failure to provide professional health care services; and (ii) Occurs in the course of and withinthe scope of such "employee's" or "volunteer worker's" employment by the Named Insured. B. W ith respect to "employees" and "volunteer workers" providing professional health care services, the following exclusions are added to Paragraph 2. Exclusions of 5ection I— Coverage A— Bodily lnjury And Property Damage Liability and Paragraph 2. Exciusions of Section I— Coverage B— Personal And Advertising Injury Liability: This i�surance does not appiy to: (1) �iability assumed under an "insured contract" or any other contract or agreement; (2) Liability arising out of the providing of professional health care sernces in violation of law; (3} Liabilityarising out of the providing of any professionai health care services while in any degree under the influence ofintoxicants or narcotics; (4) Liability arising out of any dishonest, fraudulent, malicious or knawingly wrongful act or failure to act; or (5) Punitive or exemplary damages, fines or penalties. C. The following definition is added tcSection V— Definitions: "Designated health care provider" means any "employee" or "volunteer worker" of the Named Insured whose duties include providing professional health care services, including but not limited to doctors, nurses, emergency medical technicians odesignated first aid personnel. D. Otherinsurance The insurance provided by this ltem 5. is excess over any other valid and collectible insurance available to the insured, whether primary, excess, contingent or on any other basis. Item 6. Knowledge Of Occurrence Or Offense Knowledge of an "occurrence" ar offense by your age�t, servant or "employee" will not in itself constituteknowledge by you unless your "executive officer" or "employee" designated by you to notify us of an "occurrence" or offense has knowledge of the"occurrence" or offense, LC 32 199 11 18 �O 2018 �iberty Mutual Insurance Page 3 of 5 Includes copyrighted material of Insurance Services O�ce, Inc., with its permission. item 7. Notice Of Occurrence Or Offense For purposes of Paragraph 2.a. of Sectian IV — Commercia{ General Liability Conditians, you refers to your "executive officer"or "employee" that you have designated to give us notice. Item 6. Unintentional Failure Ta Disciose Unintentionalfailure of the Named Insured to discloseali hazards existingat the inception of this Policyshall not be a basisfor denial of any coverage afforded by this Policy. However, you must report such an error or omissionto us as soon as practicableafter its discovery. This provision does not affect our right to collect additional premium or exercise our right of cancellation or non-renewal. Item 9. Bodily {njury Redefined The definition of "bodily injury" irfiection V— Definitions is replaced by the following: "Bodily injury" means: a. Bodilyinjury, sicknessor diseasesustainedby a person, includingdeath resultingfrom any of these at any time; and b. Mental anguish, shock or humiliation arising out of injury as defined in Paragraph a. above. Mental anguish means any type ofinental ar emotional illness or distress. Item 70. Supplementary Payments — Increased l.imits Paragraphs 1.b. and 7.d. of Section I— Supplementary Payments — Coverages A And B are replaced by the following: b. Up to $3,000 for the cost of bail bonds required because of accidents or traffic law violations arising out of the use of anyvehicle to which Bodily Injury Liability Coverage applies. We do not have to furnish these bonds. d. All reasonable expenses incurred by the insured at our request to assistin the investigationor defense of the claim ar "suit",including actual loss of earnings up to $500 a day because of time off from work. Item 11. Property In Yaur Care, Custody Or Controi A. Paragraphs (3) and (4) of Exdusion j. of Section i— Coverage A— Bodily injury And Property Damage Liability are defeted. B. Additional Exclusion Coverage provided by this endorsement does not apply to "property damage" to property while in transit. C. l.imits of Insurance Subject to Paragraphs 2., 3., and 5. of Section III — Limits Of Insurance, the most we will pay for insurance provided by ParagraphA. above is: $10,000 Each Occurrence Limit $75,000 Aggregate Limit The Each Occurrence Limitfor this coverage applies to all damages as a result of any one "occurrence" regardless of thenumber of persons or organizations who sustain damage because of that "occurrence". The Aggregate Lim it is the most we will pay for the sum of all damages under this ltem 1�. LC 32 199 11 18 O 2018 Liberty Mutual Insurance Page 4 of 5 Includes copyrighted material af Insurance Services Office, Inc., with its permission. D. Otherinsurance This insurance does not apply to any portion of a loss for which the insured has available any other valid and collectible insurance, whether primary, excess, contingent, or on any other basis, unless such other insurance was specifically purchased by the insured to apply in excess of this Policy. ttem 12. Mobile Equipment Redefined The definition of "mobile equipment" in Section V— Definitions is amended to indude self-propelled vehides with permanently attached equipment less than 1000 pounds gross vehicle weight that are primarily designed for: (1) Snow removal; (2) Road maintenance, but not construction or resurfacing; or (3) Street cleaning. However, "mobile equipment" does not include land vehicles that are subject to a compulsory or financial responsibilitylaw ar other mator vehicle insur.ance law where such vehicles are licensed or principally garaged. Land vehicles subject to a compulsory or financial responsibilitylaw or other motor vehicle insurance law are considered "autos". Item 13. Newly Formed Or Acquired Entities A. Paragraph 3. of Section il — Who Is An lnsured is replaced by the following: 3. Any organization you newly acquire or form, other than a partnership or joint venture, and over whichyou maintainmajorityownershipar majarityinterest,willqualifyas a Named Insured if there is no other similar insurance available to that organization However: a. Coverage under this pravision is afforded only until: (1) The 180th day after you acquire ar farm the organization; (2j Separate coverage is purchased for the organization; or (3) The end of the policy period whichever is eariier; b. Section I— Coverage A— Bodily Injury And Property Damage Liabi{ity does not apply to "bodily injury" or "propertydamage" that occurred before you acquired or formed the organization; and c. Section I— Coverage B— Personal And Advertising Injury Liability does not apply to "personal and advertising injury"arising out of an offense committed before you acquired or formed the organization. B. The insurance afforded to any organization as a Named Insured under this Item 13. does not apply if a Broad Form Named fns�redendorsement attached to this Policy applies to that organization. Item 14. Waiver Of Right Of Recovery By Written Contract Or Agreement The following is added to Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us of Section IV — Commercial General Liability Conditions: We waive any right of recovery because of payments we make under this Policyfor injury or damage arising out of your ongoing operations or "your work" included in the "products-cornpleted operations hazard" that we may have against any person or organization with whom you have agreed in a written contract or agreement to waive your rights of recovery but only if the "bodily injury" or "property damage" occurs, or offense giving rise to "personal and advertising injury" is committed subsequent to the execution of the written contract or agreement. LC 32 199 11 18 O 2018 Liberty Mutual Insurance Page 5 of 5 Includes copyrighted material of Insurance Services Offce, Inc,, with its permission. AC 84 23 08 11 © 2010, Liberty Mutual Group of Companies. All rights reserved. Includes copyrighted material of Insurance Services Office, Inc. with its permission. Page 1 of 1 Policy Number: $6= THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED INSURED - NONCONTRIBUTING This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM GARAGE COVERAGE FORM MOTOR CARRIERS COVERGE FORM TRUCKERS COVERAGE FORM With respect to coverage 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 Provision of the Coverage Form. This endorsement does not alter coverage provided in the Coverage form. Schedule Name of Person(s) or Organizations(s): Regarding Designated Contract or Project: Each person or organization shown in the Schedule of this endorsement 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 Section II of the Coverage Form. The following is added to the Other Insurance Condition: If you have agreed in a written agreement that this policy will be primary and without right of contribution from any insurance in force for an Additional Insured for liability arising out of your operations, and the agreement was executed prior to the "bodily injury" or "property damage", then this insurance will be primary and we will not seek contribution from such insurance. AC 84 07 11 17 © 2017 Liberty Mutual Insurance Page 1 of 10 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Policy Number $6= THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. AUTO ENHANCEMENT ENDORSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM I. Newly Acquired or Formed Organizations II. Employees as Insureds III. Lessor - Additional Insured and Loss Payee IV. Supplementary Payments - Increased Limits V. Fellow Employee Coverage VI. Personal Property of Others VII. Additional Transportation Expense and Cost to Recover Stolen Auto VIII. Airbag Coverage IX. Tapes, Records and Discs Coverage X. Physical Damage Deductible - Single Deductible XI. Physical Damage Deductible - Glass XII. Physical Damage Deductible - Vehicle Tracking System XIII. Duties in Event of Accident, Claim, Suit or Loss XIV. Unintentional Failure to Disclose Hazards XV. Worldwide Liability Coverage - Hired and Nonowned Autos XVI. Hired Auto Physical Damage XVII. Auto Medical Payments Coverage Increased Limits XVIII. Drive Other Car Coverage - Broadened Coverage for Designated Individuals XIX. Rental Reimbursement Coverage XX. Notice of Cancellation or Nonrenewal XXI. Loan/Lease Payoff Coverage XXII. Limited Mexico Coverage XXIII. Waiver of Subrogation I. NEWLY ACQUIRED OR FORMED ORGANIZATIONS Throughout this policy, the words "you" and "your" also refer to any organization you newly acquire or form, other than a partnership or joint venture, and over which you maintain ownership of more than 50 percent interest, provided: A.There is no similar insurance available to that organization; B.Unless you notify us to add coverage to your policy, the coverage under this provision is afforded only until: 1.The 90th day after you acquire or form the organization; or 2.The end of the policy period, whichever is earlier; and C.The coverage does not apply to an "accident" which occurred before you acquired or formed the organization. AC 84 07 11 17 © 2017 Liberty Mutual Insurance Page 2 of 10 Includes copyrighted material of Insurance Services Office, Inc., with its permission. II. EMPLOYEES AS INSUREDS Paragraph A.1. Who Is An Insured of SECTION II - COVERED AUTOS LIABILITY COVERAGE is amended to add the following: Your "employee" is an "insured" while using with your permission a covered "auto" you do not own, hire or borrow in your business or your personal affairs. III. LESSOR - ADDITIONAL INSURED AND LOSS PAYEE A.Any "leased auto" will be considered an "auto" you own and not an "auto" you hire or borrow. The coverages provided under this section apply to any "leased auto" until the expiration date of this policy or until the lessor or his or her agent takes possession of the "leased auto" whichever occurs first. B.For any "leased auto" that is a covered "auto" under SECTION II - COVERED AUTOS LIABILITY COVERAGE, Paragraph A.1. Who Is An Insured provision is changed to include as an "insured" the lessor of the "leased auto". However, the lessor is an "insured" only for "bodily injury" or "property damage" resulting from the acts or omissions by: 1.You. 2.Any of your "employees" or agents; or 3.Any person, except the lessor or any "employee" or agent of the lessor, operating a "leased auto" with the permission of any of the above. C. Loss Payee Clause 1.We will pay, as interests may appear, you and the lessor of the "leased auto" for "loss" to the covered "leased auto". 2.The insurance covers the interest of the lessor of the "leased auto" unless the "loss" results from fraudulent acts or omissions on your part. 3.If we make any payment to the lessor of a "leased auto", we will obtain his or her rights against any other party. D. Cancellation 1.If we cancel the policy, we will mail notice to the lessor in accordance with the Cancellation Common Policy Condition. 2.If you cancel the policy, we will mail notice to the lessor. 3.Cancellation ends this agreement. E.The lessor is not liable for payment of your premiums. F.For purposes of this endorsement, the following definitions apply: "Leased auto" means an "auto" which you lease for a period of six months or longer for use in your business, including any "temporary substitute" of such "leased auto". "Temporary substitute" means an "auto" that is furnished as a substitute for a covered "auto" when the covered "auto" is out of service because of its breakdown, repair, servicing, "loss" or destruction. AC 84 07 11 17 © 2017 Liberty Mutual Insurance Page 3 of 10 Includes copyrighted material of Insurance Services Office, Inc., with its permission. IV. SUPPLEMENTARY PAYMENTS - INCREASED LIMITS Subparagraphs A.2.a.(2)and A.2.a.(4)of SECTION II - COVERED AUTOS LIABILITY COVERAGE are deleted and replaced by the following: (2)Up to $3,000 for cost of bail bonds (including bonds for related traffic law violations) required because of an "accident" we cover. We do not have to furnish these bonds. (4)All reasonable expenses incurred by the "insured" at our request, including actual loss of earnings up to $500 a day because of time off from work. V. FELLOW EMPLOYEE COVERAGE A.Exclusion B.5.of SECTION II - COVERED AUTOS LIABILITY COVERAGE does not apply. B.For the purpose of Fellow Employee Coverage only, Paragraph B.5.of SECTION IV - BUSINESS AUTO CONDITIONS is changed as follows: This Fellow Employee Coverage is excess over any other collectible insurance. VI. PERSONAL PROPERTY OF OTHERS Exclusion 6.in SECTION II - COVERED AUTOS LIABILITY COVERAGE for a covered "auto" is amended to add the following: This exclusion does not apply to "property damage" or "covered pollution cost or expense" involving "personal property" of your "employees" or others while such property is carried by the covered "auto". The Limit of Insurance for this coverage is $5,000 per "accident". Payment under this coverage does not increase the Limit of Insurance. For the purpose of this section of this endorsement, "personal property" is defined as any property that is not used in the individual's trade or business or held for the production or collection of income. VII. ADDITIONAL TRANSPORTATION EXPENSE AND COST TO RECOVER STOLEN AUTO A.Paragraph A.4.a.of SECTION III - PHYSICAL DAMAGE COVERAGE is amended as follows: The amount we will pay is increased to $50 per day and to a maximum limit of $1,000. B.Paragraph A.4.a.of SECTION III - PHYSICAL DAMAGE COVERAGE is amended to add the following: If your business is shown in the Declarations as something other than an auto dealership, we will also pay up to $1,000 for reasonable and necessary costs incurred by you to return a stolen covered "auto" from the place where it is recovered to its usual garaging location. VIII. AIRBAG COVERAGE Exclusion B.3.a.in SECTION III - PHYSICAL DAMAGE COVERAGE is amended to add the following: This exclusion does not apply to the accidental discharge of an airbag. IX. TAPES, RECORDS AND DISCS COVERAGE Exclusion B.4.a.of SECTION III - PHYSICAL DAMAGE COVERAGE is deleted and replaced by the following: a.Tapes, records, discs or other similar audio, visual or data electronic devices designed for use with audio, visual or data electronic equipment except when the tapes, records, discs or other similar audio, visual or data electronic devices: AC 84 07 11 17 © 2017 Liberty Mutual Insurance Page 4 of 10 Includes copyrighted material of Insurance Services Office, Inc., with its permission. (1)Are your property or that of a family member; and (2)Are in a covered "auto" at the time of "loss". The most we will pay for "loss" is $200. No Physical Damage Coverage deductible applies to this coverage. X. PHYSICAL DAMAGE DEDUCTIBLE - SINGLE DEDUCTIBLE Paragraph D.in SECTION III - PHYSICAL DAMAGE COVERAGE is deleted and replaced by the following: D. Deductible For each covered "auto", our obligation to pay for, repair, return or replace damaged or stolen property will be reduced by the applicable deductible shown in the Declarations. Any Comprehensive Coverage deductible shown in the Declarations does not apply to "loss" caused by fire or lightning. When two or more covered "autos" sustain "loss" in the same collision, the total of all the "loss" for all the involved covered "autos" will be reduced by a single deductible, which will be the largest of all the deductibles applying to all such covered "autos". XI. PHYSICAL DAMAGE DEDUCTIBLE – GLASS Paragraph D.in SECTION III - PHYSICAL DAMAGE COVERAGE is amended to add the following: No deductible applies to "loss" to glass if you elect to patch or repair it rather than replace it. XII. PHYSICAL DAMAGE DEDUCTIBLE - VEHICLE TRACKING SYSTEM Paragraph D.in SECTION III - PHYSICAL DAMAGE COVERAGE is amended to add: Any Comprehensive Coverage Deductible shown in the Declarations will be reduced by 50% for any "loss" caused by theft if the vehicle is equipped with a vehicle tracking device such as a radio tracking device or a global positioning device and that device was the method of recovery of the vehicle. XIII. DUTIES IN EVENT OF ACCIDENT, CLAIM, SUIT OR LOSS Subparagraphs A.2.a.and A.2.b.of SECTION IV- BUSINESS AUTO CONDITIONS are changed to: a.In the event of "accident", claim, "suit" or "loss", your insurance manager or any other person you designate must notify us as soon as reasonably possible of such "accident", claim, "suit" or "loss". Such notice must include: (1)How, when and where the "accident" or "loss" occurred; (2)The "insured's" name and address; and (3)To the extent possible, the names and addresses of any injured persons and witnesses. Knowledge of an "accident", claim, "suit" or "loss" by your agent, servant or "employee" shall not be considered knowledge by you unless you, your insurance manager or any other person you designate has received notice of the "accident", claim, "suit" or "loss" from your agent, servant or "employee". b.Additionally, you and any other involved "insured" must: (1)Assume no obligation, make no payment or incur no expense without our consent, except at the "insured's" own cost. AC 84 07 11 17 © 2017 Liberty Mutual Insurance Page 5 of 10 Includes copyrighted material of Insurance Services Office, Inc., with its permission. (2)Immediately send us copies of any request, demand, order, notice, summons or legal paper received concerning the claim or "suit". (3)Cooperate with us in the investigation or settlement of the claim or defense against the "suit". (4)Authorize us to obtain medical records or other pertinent information. (5)Submit to examination, at our expense, by physicians of our choice, as often as we reasonably require. XIV. UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS Paragraph B.2.in SECTION IV - BUSINESS AUTO CONDITIONS is amended to add the following: Any unintentional failure to disclose all exposures or hazards existing as of the effective date of the Business Auto Coverage Form or at any time during the policy period will not invalidate or adversely affect the coverage for such exposure or hazard. However, you must report the undisclosed exposure or hazard to us as soon as reasonably possible after its discovery. XV. WORLDWIDE LIABILITY COVERAGE - HIRED AND NONOWNED AUTOS Condition B.7.in SECTION IV - BUSINESS AUTO CONDITIONS is amended to add the following: For "accidents" resulting from the use or operation of covered "autos" you do not own, the coverage territory means all parts of the world subject to the following provisions: a.If claim is made or "suit" is brought against an "insured" outside of the United States of America, its territories and possessions, Puerto Rico and Canada, we shall have the right, but not the duty to investigate, negotiate, and settle or defend such claim or "suit". If we do not exercise that right, the "insured" shall have the duty to investigate, negotiate, and settle or defend the claim or "suit" and we will reimburse the "insured" for the expenses reasonably incurred in connection with the investigation, settlement or defense. Reimbursement will be paid in the currency of the United States of America at the rate of exchange prevailing on the date of reimbursement. The "insured" shall provide us with such information we shall reasonably request regarding such claim or "suit" and its investigation, negotiation, and settlement or defense. The "insured" shall not agree to any settlement of the claim or "suit" without our consent. We shall not unreasonably withhold consent. b.We are not licensed to write insurance outside of the United States of America, its territories or possessions, Puerto Rico and Canada. We will not furnish certificates of insurance or other evidence of insurance you may need for the purpose of complying with the laws of other countries relating to auto insurance. Failure to comply with the auto insurance laws of other countries may result in fines or penalties. This insurance does not apply to such fines or penalties. XVI. HIRED AUTO PHYSICAL DAMAGE If no deductibles are shown in the Declarations for Physical Damage Coverage for Hired or Borrowed Autos, the following will apply: A.We will pay for "loss" under Comprehensive and Collision coverages to a covered "auto" of the private passenger type hired without an operator for use in your business: AC 84 07 11 17 © 2017 Liberty Mutual Insurance Page 6 of 10 Includes copyrighted material of Insurance Services Office, Inc., with its permission. 1.The most we will pay for coverage afforded by this endorsement is the lesser of: a.The actual cost to repair or replace such covered "auto" with other property of like kind and quality; or b.The actual cash value of such covered "auto" at the time of the "loss". 2.An adjustment for depreciation and physical condition will be made in determining actual cash value in the event of a total "loss". 3.If a repair or replacement results in better than like kind or quality, we will not pay for the amount of the betterment. B.For each covered "auto", our obligation to pay for, repair, return or replace the covered "auto" will be reduced by any deductible shown in the Declarations that applies to private passenger "autos" that you own. If no applicable deductible is shown in the Declarations, the deductible will be $250. If the Declarations show other deductibles for Physical Damage Coverages for Hired or Borrowed Autos, this Section XVI of this endorsement does not apply. C.Paragraph A.4.b.of SECTION III - PHYSICAL DAMAGE COVERAGE is replaced by the following: b. Loss of Use Expenses For Hired Auto Physical Damage provided by this endorsement, we will pay expenses for which an "insured" becomes legally responsible to pay for loss of use of a private passenger vehicle rented or hired without a driver, under a written rental contract or agreement. We will pay for loss of use expenses caused by: (1)Other than collision only if the Declarations indicate that Comprehensive Coverage is provided for any covered "auto"; (2)Specified Causes of Loss only if the Declarations indicate that Specified Causes of Loss Coverage is provided for any covered "auto"; or (3)Collision only if the Declarations indicate that Collision Coverage is provided for any covered "auto". However, the most we will pay under this coverage is $30 per day, subject to a maximum of $900. XVII. AUTO MEDICAL PAYMENTS COVERAGE - INCREASED LIMITS For any covered "loss", the Limit of Insurance for Auto Medical Payments will be double the limit shown in the Declarations if the "insured" was wearing a seat belt at the time of the "accident". This is the maximum amount we will pay for all covered medical expenses, regardless of the number of covered "autos", "insureds", premiums paid, claims made, or vehicles involved in the "accident". If no limit of insurance for Auto Medical Payments is shown on the Declarations, this paragraph Section XVII of this endorsement does not apply. XVIII. DRIVE OTHER CAR COVERAGE - BROADENED COVERAGE FOR DESIGNATED INDIVIDUALS A.This endorsement amends only those coverages indicated with an "X" in the Drive Other Car section of the Schedule to this endorsement. B. SECTION II - COVERED AUTOS LIABILITY COVERAGE is amended as follows: 1.Any "auto" you don't own, hire or borrow is a covered "auto" for Liability Coverage while being used by any individual named in the Drive Other Car section of the Schedule to this endorsement or by his or her spouse while a resident of the same household except: AC 84 07 11 17 © 2017 Liberty Mutual Insurance Page 7 of 10 Includes copyrighted material of Insurance Services Office, Inc., with its permission. a.Any "auto" owned by that individual or by any member of his or her household; or b.Any "auto" used by that individual or his or her spouse while working in a business of selling, servicing, repairing or parking "autos". 2.The following is added to Who Is An Insured: Any individual named in the Drive Other Car section of the Schedule to this endorsement and his or her spouse, while a resident of the same household, are "insureds" while using any covered "auto" described in Paragraph B.1.of this endorsement. C.Auto Medical Payments, Uninsured Motorist, and Underinsured Motorist Coverages are amended as follows: The following is added to Who Is An Insured: Any individual named in the Drive Other Car section of the Schedule to this endorsement and his or her "family members" are "insured" while "occupying" or while a pedestrian when struck by any "auto" you don't own except: Any "auto" owned by that individual or by any "family member". D. SECTION III - PHYSICAL DAMAGE COVERAGE is changed as follows: Any private passenger type "auto" you don't own, hire or borrow is a covered "auto" while in the care, custody or control of any individual named in the Drive Other Car section of the Schedule to this endorsement or his or her spouse while a resident of the same household except: 1.Any "auto" owned by that individual or by any member of his or her household; or 2.Any "auto" used by that individual or his or her spouse while working in a business of selling, servicing, repairing or parking "autos". E.For purposes of this endorsement, SECTION V - DEFINITIONS is amended to add the following: "Family member" means a person related to the individual named in the Drive Other Car section of the Schedule to this endorsement by blood, marriage or adoption who is a resident of the individual's household, including a ward or foster child. XIX. RENTAL REIMBURSEMENT COVERAGE A.For any owned covered "auto" for which Collision and Comprehensive Coverages are provided, we will pay for rental reimbursement expenses incurred by you for the rental of an "auto" because of a covered physical damage "loss" to an owned covered "auto". Such payment applies in addition to the otherwise applicable amount of physical damage coverage you have on a covered "auto". No deductibles apply to this coverage. B.We will pay only for those expenses incurred during the policy period beginning 24 hours after the "loss" and ending with the earlier of the return or repair of the covered "auto", or the exhaustion of the coverage limit. C.Our payment is limited to the lesser of the following amounts: 1.Necessary and actual expenses incurred; or 2.$30 per day with a maximum of $900 in any one period. AC 84 07 11 17 © 2017 Liberty Mutual Insurance Page 8 of 10 Includes copyrighted material of Insurance Services Office, Inc., with its permission. D.This coverage does not apply: 1.While there are spare or reserve "autos" available to you for your operations; or 2.If coverage is provided by another endorsement attached to this policy. E.If a covered "loss" results from the total theft of a covered "auto" of the private passenger type, we will pay under this coverage only that amount of your rental reimbursement expenses which is not already provided for under Paragraph A.4.Coverage Extensions of SECTION III – PHYSICAL DAMAGE COVERAGE of the Business Auto Coverage Form or Section VII of this endorsement. XX. NOTICE OF CANCELLATION OR NONRENEWAL A.Paragraph A.2.of the COMMON POLICY CONDITIONS is changed to: 2.We may cancel or non-renew this policy by mailing written notice of cancellation or non-renewal to the Named Insured, and to any name(s) and address(es) shown in the Cancellation and Non-renewal Schedule: a.For reasons of non-payment, the greater of: (1)10 days; or (2)The number of days specified in any other Cancellation Condition attached to this policy; or b.For reasons other than non-payment, the greater of: (1)60 days; (2)The number of days shown in the Cancellation and Non-renewal Schedule; or (3)The number of days specified in any other Cancellation Condition attached to this policy, prior to the effective date of the cancellation or non-renewal. B.All other terms of Paragraph A. of the COMMON POLICY CONDITIONS, and any amendments thereto, remain in full force and effect. XXI. LOAN/LEASE PAYOFF COVERAGE The following is added to Paragraph C. Limits Of Insurance of SECTION III - PHYSICAL DAMAGE COVERAGE: In the event of a total "loss" to a covered "auto" of the private passenger type shown in the schedule or declarations for which Collision and Comprehensive Coverage apply, we will pay any unpaid amount due on the lease or loan for that covered "auto", less: 1.The amount paid under the PHYSICAL DAMAGE COVERAGE SECTION of the policy; and 2.Any: a.Overdue lease/loan payments at the time of the "loss"; b.Financial penalties imposed under a lease for excessive use, abnormal wear and tear or high mileage; c.Security deposits not returned by the lessor; d.Costs for extended warranties, Credit Life Insurance, Health, Accident or Disability Insurance purchased with the loan or lease; and AC 84 07 11 17 © 2017 Liberty Mutual Insurance Page 9 of 10 Includes copyrighted material of Insurance Services Office, Inc., with its permission. e.Carry-over balances from previous loans or leases. This coverage is limited to a maximum of $1,500 for each covered "auto". XXII.LIMITED MEXICO COVERAGE WARNING AUTO ACCIDENTS IN MEXICO ARE SUBJECT TO THE LAWS OF MEXICO ONLY -NOT THE LAWS OF THE UNITED STATES OF AMERICA. THE REPUBLIC OF MEXICO CONSIDERS ANY AUTO ACCIDENT A CRIMINAL OFFENSE AS WELL AS A CIVIL MATTER. IN SOME CASES THE COVERAGE PROVIDED UNDER THIS ENDORSEMENT MAY NOT BE RECOGNIZED BY THE MEXICAN AUTHORITIES AND WE MAY NOT BE ALLOWED TO IMPLEMENT THIS COVERAGE AT ALL IN MEXICO. YOU SHOULD CONSIDER PURCHASING AUTO COVERAGE FROM A LICENSED MEXICAN INSURANCE COMPANY BEFORE DRIVING INTO MEXICO. THIS ENDORSEMENT DOES NOT APPLY TO ACCIDENTS OR LOSSES WHICH OCCUR BEYOND 25 MILES FROM THE BOUNDARY OF THE UNITED STATES OF AMERICA. A. Coverage 1.Paragraph B.7.of SECTION IV - BUSINESS AUTO CONDITIONS is amended by the addition of the following: The coverage territory is extended to include Mexico but only if all of the following criteria are met: a.The "accidents" or "loss" occurs within 25 miles of the United States border; and b.While on a trip into Mexico for 10 days or less. 2.For coverage provided by this section of the endorsement, Paragraph B.5.Other Insurance in SECTION IV - BUSINESS AUTO CONDITIONS is replaced by the following: The insurance provided by this endorsement will be excess over any other collectible insurance. B. Physical Damage Coverage is amended by the addition of the following: If a "loss" to a covered "auto" occurs in Mexico, we will pay for such "loss" in the United States. If the covered "auto" must be repaired in Mexico in order to be driven, we will not pay more than the actual cash value of such "loss" at the nearest United States point where the repairs can be made. C. Additional Exclusions The following additional exclusions are added: This insurance does not apply: 1.If the covered "auto" is not principally garaged and principally used in the United States. 2.To any "insured" who is not a resident of the United States. XXIII. WAIVER OF SUBROGATION Paragraph A.5.in SECTION IV - BUSINESS AUTO CONDITIONS does not apply to any person or organization where the Named Insured has agreed, by written contract executed prior to the date of "accident", to waive rights of recovery against such person or organization. AC 84 07 11 17 © 2017 Liberty Mutual Insurance Page 10 of 10 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Schedule Premium Liability Physical Damage Total Premium XVIII. Drive Other Car Name of Individual LIAB MP UM UIM COMP COLL XX. Notice of Cancellation or Nonrenewal Name and Address Number of Days (*:E $2#36:$1$2;E 440*$:E320CE;3E;($E*2:=6 2!$E463>*#$#E CE;($E430*!CE $! =:$E$A :E*:E:(3?2E*2E;$1E E 3%E;($E 2%361 ;)32E '$E $E ( >$E;($E 6*'(;E;3E 6$!3>$6E3=6E 4 C1$2;:E %831E 2C32$E 0* 0$E%36E 2E *2-=9E !3>$6$#E CE ;(*:E430*!CE $E ?*00E 23;E $2%36"$E3=6E 6*'(;E ' *2:;E;($E4$6:32E36E36' 2*D ;*32E2 1$#E*2E;($E!($#=0$E =;E;(*:E? *>$6E 440*$:E320CE@*;(E6$:4$!;E ;3E 3#*0CE*2.=6CE 6*:*2'E3=;E3%E;($E34$6 ;*32:E#$:!6* $#E*2E;($E!($#=0$E?($6$EC3=E 6$E6$5=*6$#E CE E?6*;<$2E!32;6 !;E ;3E3 ; *2E;(*:E? *>$6E%631E=:E (*:E$2#36:$1$2;E:( 00E 23;E34$6 ;$E#*6$!;0CE36E *2#*6$!;0CE;3E $2$%);E 2C32$E23;E2 1$#E*2E;($E!($#=0$E ($E46$1*=1E %36E;(*:E$2#36:$1$2;E*:E :(3?2E*2E;($E!($#=0$E !($#=0$E EE 4$!*%,!E *>$6 1$E3%E4$6:32E36E36' 2*D ;*32 0 2/$;E *>$6 2CE 4$6:32E36E36' 2*D ;*32E%36E?(31E;($E 1$#E2:=6$#E( :E '6$$#E CE@6*;;$2E!32;6 !;E;3E%=82*:(E;(*:E? *>$6 4$6 ;*32: 00E$B :E 34$6 ;*32: 6$1*=1 ($E 46$1*=1E !( 6'$E %36E ;(*:E$2#36:$1$2;E :( 00E $E E 4$6!$2;E 3%E ;($E46$1*=1E #$>$034$#E 32E 4 C6300E*2 !322$!;*32E ?*;(E ?36/E 4$6%361$#E &36E ;($E 3>$E 4$6:32:E 36E 36' 2*D ;*32:E 6*:*2'E3=;E 3%E ;($E 34$6 ;*32: #$:!6* $# #> 2!$E7$1+=1 FFL0/Q,OQ "6-0AHOQ#LGL+8Q 6?0Q <FL@+<.0Q =;>+<OQ =AQ +KI+.4;0<HQI=Q %=96.OQ$=Q)*Q FFL0/QI=Q 0+<Q 80.IC6.+8Q <. 220.I6M0Q +G0Q %C0;6L;Q /Q Q PQ=>O?634JQQ $+G6=<+9Q =L<.69Q=<Q=;>0<F+K6=<Q!<FLD+<.0 Q !<. Q 9:Q'734GFQ '0F0E0/ Q &+30QQ=1Q Q 006213-1 PERFORMANCEBOND Page 1 of 3 1 2 3 4 5 6 ►/ THE STATE OF TEXAS COUNTY OF TARRANT SECTION 00 62 13 PERFORMANCE BOND #4436308 § § KNOW ALL BY THESE PRESENTS: § 8 That we, Bean Electrical, Inc., known as "Principal" herein and 9 SureTec Insurance Companv , a corporate surety(sureties, if more than 10 one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one 11 or more), are held and firmly bound unto the Developer, Wilbow-Llano Springs Development 12 Corporation, authorized to do business in Texas ("Developer") and the City of Fort Worth, a 13 Texas municipal corporation ("City"), in the penal sum of, 14 Ei�ht One Thousand Five Hundred Ten and No/100s Dollars ($ 81,510.00 ), 15 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the 16 payment of which sum well and truly to be made jointly unto the Developer and the City as dual 17 obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly 18 and severally, firmly by these presents. 19 WHEREAS, Developer and City have entered into an Agreement for the construction of 20 community facilities in the City of Fort Worth by and through a Community Facilities 21 Agreement, CFA Number 20-0074; and 22 WHEREAS, the Principal has entered into a certain written contract with the Developer awarded 23 the 2 g day of Avqusf , 20 24, which Contract is hereby refened to and made a 24 part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor 25 and other accessories defined by law, in the prosecution of the Work, including any Change 26 Orders, as provided for in said Contract designated as Primrose Crossing Phase 7. 27 28 29 30 31 32 NOW, THEREFORE, the condition of this obligation is such that if the said Principal shall faithfully perform it obligations under the Contract and shall in all respects duly and faithfully perform the Work, including Change Orders, under the Contract, according to the plans, specifications, and contract documents therein referred to, and as well during any period of extension of the Contract that may be granted on the part of the Developer and/or City, then this obligation shall be and become null and void, otherwise to remain in full force and effect. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PRO7ECTS Revised January 31, 2012 Prunrose Crossing Phase 7 CPN 102722 006213-2 PERFORMANCE BOND Page 2 of 3 1 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 2 Tanant County, Texas or the United States District Court for the Northern District of Texas, Fort 3 Worth Division. 4 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 5 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 6 accordance with the provisions of said statue. 7 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED 8 this instrument by duly authorized agents and officers on this the 2$ day of 9 Av�►usf , 20 2Q . 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 A'I�TEST: � ;' �� y �,. ii_ �/ (Pr' cipa� S ci ary t: �—� _ � �/ �� ��.�.�_.`.' _. , . _. Witness aslto'Princinal ;\�� ��_ Witness as to Surety Muni Rabah, Bond Account Manager �� PRINCIPAL: ; -',�,, � Bean Elecfrical, Irtc. 1 �' � � ----� �,; ,., _y� . BY: � ,� Signature � -, r'�, ,� ln . ,:�t`,� �� � _ � f Name and Title Address: 821 E Enon Fort Worth , TX 76140 _ SLJRETY: SureTec Insurance Company ` . BY: � � � ��� Signature Mistie Beck. Attorney-in-Fact Name and Title Address: 2255 Ridge Rd., Ste. 333 Rockwall, TX 75087 Telephone Number: 972-772-7220 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. CI'TY OF FORT WORTH Primrose Crossing Phase 7 STANDARD CTTYCONDITIONS—DEVELOPERAWARDED PROJECTS CPN 102722 Revised January 31, 2012 006213-3 PERFORMANCE BOND Page 3 of 3 The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH Primrose Crossing Phase 7 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN 102722 Revised January 31, 2012 006214-1 PAYMENTBOND Page 1 of 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 TAE STATE OF TEXAS COUNTY OF TARRANT SECTION 00 62 14 PAYIvIENT BOND #4436308 § § KNOW ALL BY THESE PRESENTS: § That we, Bean Electrical, Inc. , known as "Principal" herein, and SureTec Insurance Com�an,y , a corporate surety ( or sureties if more than one), duly authorized to do business in the State of Texas, lrnown as "Surety" herein (whether one or more), are held and firmly bound unto the Developer, Wilbow- Llano Springs Development Corporation, authorized to do business in Texas "(Developer"), and the City of Fort Worth, a Texas municipal corporation ("City"), in the penal sum of Eight One Thousand Five Hundred Ten and No/100sDollars ($ 81.510.00 ), lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made jointly unto the Developer and the City as dual obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents: 19 WHEREAS, Developer and City have entered into an Agreement for the construction of 20 community facilities in the City of Fort Worth, by and through a Community Facilities 21 Agreement, CFA Number 20-0074; and 22 WHEREAS, Principal has entered into a certain written Contract with Developer, 23 awarded the 2 g day of Avqt►Sf , 20 Zo , which Contract is hereby 24 refened to and made a part hereof for all purposes as if fully set forth herein, to furnish all 25 materials, equipment, labor and other accessories as defined by law, in the prosecution of the 26 Work as provided for in said Contract and designated as Primrose Crossing Phase 7. 27 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 28 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 29 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 30 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 31 force and effect. CITY OF FORT WORTH Primrose Crossing Phase 7 STANDARD CITY CONDITIONS —DEVELOPERAWARDED PRO7ECT5 CPN 102722 Revised January 31, 2012 006214-2 PAYMENT BOND Page 2 of 2 1 This bond is made and executed in compliance with the provisions of Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in � 3 accordance with the provisions of said statute. 4 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED 5 this instrument by duly authorized agents and officers on this the 2g day of 6 �v�uS'�" , 2020 . 7 A PRINCIPAL: Bean El� I� J% �,A � ' ;; ''�,'._� � '� . ,, r'� `. � � -, --- Witne's,s as to Principal '� ATTEST: (Surety) Secretary 1` �� ----- � �_� Witness as to Surety Muni Rabah, Bond Account Manager 8 9 l0 11 12 13 Signature , � � ,;�� , . _ ; _ Name and Title " Address: g21 E Enon Fort Worth ,1'X 76140 SURETY: SureTec Insurance Companv BY: l �l.t �X , S ignature Mistie Beck, A orney-in-Fact Name and Title • �• : •�- :. : • .�. 1 : Telephone Number: 972-772-7220 Note: If signed by an officer of the Surety, there must be on file a certified extract from the bylaws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. 14 END OF SECTION CITY OF FORT WORTH Primrose Crossing Phase 7 STANDARD CITY CONDTTIONS — DEVELOPER AWARDED PROJECTS CPN 102722 Revised January 31, 2012 006219-1 MAINTENANCE BOND Page 1 of 3 1 2 3 4 5 6 7 THE STATE OF TEXAS COUNTY OF TARRANT SECTION 00 62 19 MAINTENANCE BOND #4436308 § § KNOW ALL BY THESE PRESENTS: § 8 That we, Bean Electrical, Inc. , known as "Principal" herein and 9 SureTec Insurance Companv , a corporate surety (sureties, if more than l0 one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one 11 or more), are held and firmly bound unto the Developer, Wilbow-Llano Springs Development 12 Corporation, authorized to do business in Texas ("Developer") and the City of Fort Worth, a 13 Texas municipal corporation ("CiTy"), in the sum 14 of EiRht One Thousand Five Hundred Ten and No/100s Dollats ($ g1,510.00 ), 15 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment 16 of which sum well and truly be made jointly unto the Developer and the City as dual obligees and 17 their successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, 18 jointly and severally, firmly by these presents. 19 20 WHEREAS, Developer and City have entered into an Agreement for the construction of 21 community facilities in the City of Fort Worth by and through a Community Facilities 22 Agreement, CFA Number 20-0074; and 23 WHEREAS, the Principal has entered into a certain written contract with the Developer 24 awarded the 2 g day of ��5�" , 2020 , which Contract is 25 hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all 26 materials, equipment labor and other accessories as defined by law, in the prosecution of the 27 Work, including any Work resulting from a duly authorized Change Order (collectively herein, 28 the "Work") as provided for in said Contract and designated as Primrose Crossing Phase 7; and 29 30 31 32 33 34 WHEREAS, Principal binds itself to use such materials and to so construct the Work in accordance with the plans, specifications and Contract Documents that the Work is and will remain free from defects in materials or workmanship for and during the period of two (2) years after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and CITY OF FORT WORTH Primrose Crossing Phase 7 STANDARD CITY CONDTTIONS — DEVELOPER AWARDED PROJECTS CPN 102722 Revised January 31, 2012 006219-2 MAINTENANCE BOND Page 2 of 3 1 WHEREAS, Principal binds itself to repair or reconstruct 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 PROVIDED FURTHER, that this obligation shall be continuous in nature and 20 successive recoveries may be had hereon for successive breaches. 21 22 23 CITY OF FORT WORTH Primrose Crossing Phase 7 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN 102722 Revised January 31, 2012 006219-3 MAINTENANCE BOND Page 3 of 3 1 IN WITNES5 WHEREOF, the Principal and the Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the 2 g day of 3 A�t►sf , 2024 . 4 5 6 7 8 9 10 11 12 13 14 15 17 18 19 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 ATTEST: � ; i ' ' , ' � ��._.,� �' ,�� � ' �.. (PrincipalJ�Secretary as`�o Principal ATTEST: ��. � PRINCIPAL: � - Beari�E eY ctrical�nc. / a / �" -_ — �, j, , `.__- BY: , �,- . j 5ignature f� � �. �� -�;i !; , � ��; «�� � � .:-. n . i , J-f • l � � , Name and Title ' Address: 821 E Enon Fort Worth , TX 76140 SURETY: SureTec Insurance Companv � � a. � � '��� Mistie Beck, Attorne�in-Fact Name and Title N/A Address: 2255 Ridge Rd., Ste. 333 (Surety) Secretary Rockwall, TX 75087 �. � �;�,���\% .',`-�- Witness as�to Surety Telephone Number: 9�2_��2_�22p Muni Rabah, Bond Account Manager *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CTTY OF FORT WORTH Primrose Crossing Phase 7 STANDt1RD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN 102722 Revised January 31, 2012 POAk 4221049 JOINT LIMfTED POWER OF ATTORNEY NNOW ALL MEN BY THESE PRESENTS: That SureTec Insurance Company, a Corporation dufy organlzed and existing under the laws of the Slate af Texas and having fts principal office in the County oF Harrfs, Texas and Markel Insurance Campany �the "Company"), a corporation duly organized and existing under the laws oi the sWte of Illinois, and having its principal administrative of(ice in Glen Allen, Virginia, does hy these presents make, constitute and appoint: Tony Fierro, Jay Jordan, Johnny Moss, Steven W, Searcey, Robert J. Shuya, Mistie Beck, Jeremy Barnett, Robert G. Kanuth, Jade Porter, Jennifer Cisneros, Jarrett Willson, Jack Noltingham Their true and lawful agent(s) and attorney(:)•In-fzct, each fn thelr separate capacity iF more than one is named a6ove, to make, execute, se. f and deliver for and on their own behalf, indlvidually as a surety orJofntly, as co-sureties, and as thelr act and deed any and all bonds and other undertaking in suretyship provided; however, tlia� the penal sum of any one such Instrument executed hereundershall not eXteed the sum of: Five Milllon and 00/100 Dollars (55,000,000.00) Thi, Power oFAttorney fs granted and i,s signed and sealed under and by the authoricy of the following Resolutions adopted bythe Board of Oirectors of SureTec Insurancc Company and Markel Insurance Company: "RESOLVED, That the President, Senior Vice Presfden[, Vice Presldent, Assl;tant Vlte PresidenC, SecreWry, Treasurer and each o( them hereby is authorized to eKewte powers a( attarney, and such authoriry tan 6e executed by use o( facslmile signature, which may be attested or acknowledged by anY officer or attomey, o( �he company, qualifying the attorney or at[orneys named in the given power of attomey, to execute in behalf of, and acknowledge as the act and deed of Ihe SureTec Insurance Company and Markel Insurance Company, as the case may 6e, all bond undertakings and contrects of suretyship, and [o affix the corporate seal Ihereto." IN WITNESS WHEREOF, Markel Insurance Company and SureTec Insurance Company have caused their ofFcial seal to be hereunto affixed and these presents to be signed by their duly authorized officers on the znin day ot r.+ar�n � zoso , SureTec Insurance Company By: Michael C. Keimlg, presldent �.+u., SURANC, W4 ��,X....9C�,o � � 1 � 5 � �'+`.` � ,�� `-�„w *, .w�''' �u��iiuq� Markel Insura ce Company •`�BU�Na�F'�, ,/ � �`` \: CU�4P p' w�'t�5 O� r � •-- _�: SEAL : a; ����;��'�''�,I �. -�•, .2� ev _ '4`J'''•?ti o�s.: t`J K.• � Rd�in Russo, Senior Vice President ',���p���i1im�P��� Commonwealth of Virgfn�a County af Henrico 55: On thi5 Z<ih day of ��s��+ . sozo q, D., 6e(ore me, a Notary Pu611c of Ihe Commonwealth of Virginla, in and for the. County o( Henrico, duly commissioned and qualified, came THE AHOVE OFFICF.RS OF THE COMPANIES, to me personally known [o be the indivlduals and officers descrl6ed In, who executed the preceding in;trument, and they acknowledged the executlon af same, and being by me duly sworn, dlsposed and said that they are the officers of the. sald companies aforesald, and that the seals affixed to the promeding instrument are [he Corporate Seals of said Companies, and the sald Corporate Seals and their slgnawres as officers �vere duly affixed and subscri6ed to the said Instrume�t by the authority and direction of the said companles, and that Resolutions adopted hy the eoard o( Directors o( sald C'ompanles referred to In the preceding Instrument is now in force. �� �� e�""� � r��� .�` PDON '�. IN TESTIMONY WHEREOF, I have he�eunto set my hand, and affixed `y.TJ�S R�r ihe�i%nty'aF Henrico, the day and year tirst above written. � Q ,•�'��' P�6��.?� : :� MY n; ' C0�4NiISSION - gy ����,��_1�—" " n � NUhdFJFR � Q = � % O'. �� . Donna Donavant, Notary Public . � '. 7083968 ,��' Mycammission explres 1/31/2023 '.;�-J'•. ;� We, the undersigned Officers of SureTec I�surance Company and MarkeYJr�st�1'���y��f-��,'q�tiy ;qYierby certlfy that the original PDIVER QF ATTORNEY of which the (oregoing is a full, true and correct copy Is stlll in full farce and effec[ and haShqt�l�e�e�r� r�yok�d. !N WITNE55 WHEREOF, we have hereunto set our hands, and a/flxed the Seals of said Companies, on the day of Sur ec Insur ce C pan Markel Insurence Company i� / ' �f` � ��� gY By,(� 4�%i�h-..�Y � \ .,. �'�i ..._....-- - M. Br t Beary, Assistan[ Secreta Rl�hard R. Grinnan, Vlce President ani} Serr a� � Any Instrument Issuod In excess of the penalty stated above is totallyvoid and wlthout any valldity. 4221049 For vefificatlon of the authority of this Power you may call (�13�B32-O800 on any business day between 9:30 AM and S:W PM CST. 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: ___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: __________NONE__________________________ b.Each Occurrence: : __________NONE__________________________ 4.With respect to the above outlined insurance requirements, the following shall govern: a.Where a single railroad company is involved, the Contractor shall provide one insurance policy in the name of the railroad company. However, if more than one grade separation or at-grade crossing is affected by the Project at entirely separate locations on the line or lines of the same railroad company, separate coverage may be required, each in the amount stated above. b.Where more than one railroad company is operating on the same right-of-way or where several railroad companies are involved and operated on their own separate rights-of- 00 73 10- 12 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 12 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 way, the Contractor may be required to provide separate insurance policies in the name of each railroad company. c. If, in addition to a grade separation or an at-grade crossing, other work or activity is proposed on a railroad company’s right-of-way at a location entirely separate from the grade separation or at-grade crossing, insurance coverage for this work must be included in the policy covering the grade separation. d. If no grade separation is involved but other work is proposed on a railroad company’s right-of-way, all such other work may be covered in a single policy for that railroad, even though the work may be at two or more separate locations. 5. No work or activities on a railroad company’s property to be performed by the Contractor shall be commenced until the Contractor has furnished the City with an original policy or policies of the insurance for each railroad company named, as required above. All such insurance must be approved by the City and each affected Railroad Company prior to the Contractor’s beginning work. 6. The insurance specified above must be carried until all Work to be performed on the railroad right-of-way has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. Such insurance must name the railroad company as the insured, together with any tenant or lessee of the railroad company operating over tracks involved in the Project. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 4.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the Developer and City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the Developer or City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the Developer or City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 5 – CONTRACTOR’S RESPONSIBILITIES 5.01 Supervision and Superintendent A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the 00 73 10- 13 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 13 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor’s representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 5.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City’s written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication) to perform Work: 1. for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 5.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. 00 73 10- 14 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 14 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. 5.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.01 and the General Requirements as it may be adjusted from time to time as provided below. 1.Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.01 and the General Requirements) proposed adjustments in the Project Schedule. 2.Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 9. Adjustments in Contract Time for projects with City participation shall be made by participating change orders. 5.05 Substitutes and “Or-Equals” A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or “or-equal” item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. 1.“Or-Equal” Items: If in City’s sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an “or-equal” item, in which case review and approval of the proposed item may, in City’s sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 5.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a.City determines that: 1)it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; 2)it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3)it has a proven record of performance and availability of responsive service; and b.Contractor certifies that, if approved and incorporated into the Work: 1)there will be no increase in cost to the City or increase in Contract Time; and 00 73 10- 15 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 15 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 2)it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2.Substitute Items: a.If in City’s sole discretion an item of material or equipment proposed by Contractor does not qualify as an “or-equal” item under Paragraph 5.05.A.1, it may be submitted as a proposed substitute item. b.Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c.Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 01 25 00 and: 1)shall certify that the proposed substitute item will: i.perform adequately the functions and achieve the results called for by the general design; ii.be similar in substance to that specified; iii.be suited to the same use as that specified; and 2)will state: i.the extent, if any, to which the use of the proposed substitute item will prejudice Contractor’s achievement of final completion on time; ii.whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; iii.whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; and 3)will identify: i.all variations of the proposed substitute item from that specified; ii.available engineering, sales, maintenance, repair, and replacement services; and 00 73 10- 16 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 16 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 4)shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City’s sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 5.05.A.2. C. City’s Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 5.05.A and 5.05.B. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No “or-equal” or substitute will be ordered, installed or utilized until City’s review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an “or-equal.” City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor’s expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City’s Cost Reimbursement: City will record City’s costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 5.05.A.2 and 5.05.B. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents. F. Contractor’s Expense: Contractor shall provide all data in support of any proposed substitute or “or-equal” at Contractor’s expense. G. Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Participating Change Order. 5.06 Pre-Qualification of Bidders (Prime Contractors and Subcontractors) A. The Contractor and any subcontractors are required to be prequalified for the work types requiring pre-qualification 5.07 Concerning Subcontractors, Suppliers, and Others A. Minority and Women Owned Business Enterprise Compliance: 00 73 10- 17 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 17 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Required for this Contract. (Check this box if there is any City Participation) Not Required for this Contract. It is City policy to ensure the full and equitable participation by Minority and Women Business Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MWBE goal, Contractor is required to comply with the intent of the City’s MWBE Ordinance (as amended) by the following: 1.Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MWBE on the Contract and payment therefor. 2.Contractor will not make additions, deletions, or substitutions of accepted MWBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3.Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MWBE. Material misrepresentation of any nature will be grounds for termination of the Contract. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. B. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor’s own acts and omissions. Nothing in the Contract Documents: 1.shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2.shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. C. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. D. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. E. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of these Contract 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 Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects CPN 102722 Revised December 20, 2012 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 Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects CPN 102722 Revised December 20, 2012 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 Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects CPN 102722 Revised December 20, 2012 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 Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102722 Revised August 30, 2013 SECTION 01 25 00 1 SUBSTITUTION PROCEDURES 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. The procedure for requesting the approval of substitution of a product that is not 6 equivalent to a product which is specified by descriptive or performance criteria or 7 defined by reference to 1 or more of the following: 8 a. Name of manufacturer 9 b. Name of vendor 10 c. Trade name 11 d. Catalog number 12 2. Substitutions are not "or-equals". 13 B. Deviations from this City of Fort Worth Standard Specification 14 1. None. 15 C. Related Specification Sections include, but are not necessarily limited to: 16 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 17 2. Division 1 – General Requirements 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Work associated with this Item is considered subsidiary to the various items bid. No 21 separate payment will be allowed for this Item. 22 1.3 REFERENCES [NOT USED] 23 1.4 ADMINISTRATIVE REQUIREMENTS 24 A. Request for Substitution - General 25 1. Within 30 days after award of Contract (unless noted otherwise), the City will 26 consider formal requests from Contractor for substitution of products in place of 27 those specified. 28 2. Certain types of equipment and kinds of material are described in Specifications by 29 means of references to names of manufacturers and vendors, trade names, or catalog 30 numbers. 31 a. When this method of specifying is used, it is not intended to exclude from 32 consideration other products bearing other manufacturer's or vendor's names, 33 trade names, or catalog numbers, provided said products are "or-equals," as 34 determined by City. 35 3. Other types of equipment and kinds of material may be acceptable substitutions 36 under the following conditions: 37 a. Or-equals are unavailable due to strike, discontinued production of products 38 meeting specified requirements, or other factors beyond control of Contractor; 39 or, 40 01 25 00 - 2 DAP SUBSTITUTION PROCEDURES Page 2 of 4 CITY OF FORT WORTH Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102722 Revised August 30, 2013 b. Contractor proposes a cost and/or time reduction incentive to the City. 1 1.5 SUBMITTALS 2 A. See Request for Substitution Form (attached) 3 B. Procedure for Requesting Substitution 4 1. Substitution shall be considered only: 5 a. After award of Contract 6 b. Under the conditions stated herein 7 2. Submit 3 copies of each written request for substitution, including: 8 a. Documentation 9 1) Complete data substantiating compliance of proposed substitution with 10 Contract Documents 11 2) Data relating to changes in construction schedule, when a reduction is 12 proposed 13 3) Data relating to changes in cost 14 b. For products 15 1) Product identification 16 a) Manufacturer's name 17 b) Telephone number and representative contact name 18 c) Specification Section or Drawing reference of originally specified 19 product, including discrete name or tag number assigned to original 20 product in the Contract Documents 21 2) Manufacturer's literature clearly marked to show compliance of proposed 22 product with Contract Documents 23 3) Itemized comparison of original and proposed product addressing product 24 characteristics including, but not necessarily limited to: 25 a) Size 26 b) Composition or materials of construction 27 c) Weight 28 d) Electrical or mechanical requirements 29 4) Product experience 30 a) Location of past projects utilizing product 31 b) Name and telephone number of persons associated with referenced 32 projects knowledgeable concerning proposed product 33 c) Available field data and reports associated with proposed product 34 5) Samples 35 a) Provide at request of City. 36 b) Samples become the property of the City. 37 c. For construction methods: 38 1) Detailed description of proposed method 39 2) Illustration drawings 40 C. Approval or Rejection 41 1. Written approval or rejection of substitution given by the City 42 2. City reserves the right to require proposed product to comply with color and pattern 43 of specified product if necessary to secure design intent. 44 3. In the event the substitution is approved, if a reduction in cost or time results, it will 45 be documented by Change Order. 46 01 25 00 - 3 DAP SUBSTITUTION PROCEDURES Page 3 of 4 CITY OF FORT WORTH Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102722 Revised August 30, 2013 4. Substitution will be rejected if: 1 a. Submittal is not through the Contractor with his stamp of approval 2 b. Request is not made in accordance with this Specification Section 3 c. In the Developer’s opinion, acceptance will require substantial revision of the 4 original design 5 d. In the City’s or Developer’s opinion, substitution will not perform adequately 6 the function consistent with the design intent 7 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 8 1.7 CLOSEOUT SUBMITTALS [NOT USED] 9 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 10 1.9 QUALITY ASSURANCE 11 A. In making request for substitution or in using an approved product, the Contractor 12 represents that the Contractor: 13 1. Has investigated proposed product, and has determined that it is adequate or 14 superior in all respects to that specified, and that it will perform function for which it 15 is intended 16 2. Will provide same guarantee for substitute item as for product specified 17 3. Will coordinate installation of accepted substitution into Work, to include building 18 modifications if necessary, making such changes as may be required for Work to be 19 complete in all respects 20 4. Waives all claims for additional costs related to substitution which subsequently 21 arise 22 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 23 1.11 FIELD [SITE] CONDITIONS [NOT USED] 24 1.12 WARRANTY [NOT USED] 25 PART 2 - PRODUCTS [NOT USED] 26 PART 3 - EXECUTION [NOT USED] 27 END OF SECTION 28 Revision Log DATE NAME SUMMARY OF CHANGE 29 01 25 00 - 4 DAP SUBSTITUTION PROCEDURES Page 4 of 4 CITY OF FORT WORTH Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102722 Revised August 30, 2013 EXHIBIT A 1 REQUEST FOR SUBSTITUTION FORM: 2 3 TO: 4 PROJECT: DATE: 5 We hereby submit for your consideration the following product instead of the specified item for 6 the above project: 7 SECTION PARAGRAPH SPECIFIED ITEM 8 9 Proposed Substitution: 10 Reason for Substitution: 11 Include complete information on changes to Drawings and/or Specifications which proposed 12 substitution will require for its proper installation. 13 14 Fill in Blanks Below: 15 A. Will the undersigned contractor pay for changes to the building design, including engineering 16 and detailing costs caused by the requested substitution? 17 18 19 B. What effect does substitution have on other trades? 20 21 22 C. Differences between proposed substitution and specified item? 23 24 25 D. Differences in product cost or product delivery time? 26 27 28 E. Manufacturer's guarantees of the proposed and specified items are: 29 30 Equal Better (explain on attachment) 31 The undersigned states that the function, appearance and quality are equivalent or superior to the 32 specified item. 33 Submitted By: For Use by City 34 35 Signature Recommended Recommended 36 as noted 37 38 Firm Not recommended Received late 39 Address By 40 Date 41 Date Remarks 42 Telephone 43 44 For Use by City: 45 46 Approved Rejected 47 City Date 48 01 31 19 - 1 DAP PRECONSTRUCTION MEETING Page 1 of 3 CITY OF FORT WORTH Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102722 Revised August 30, 2013 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 Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102722 Revised August 30, 2013 1 2 3 4 5 6 7 8 9 10 11 12 e. Other City representatives 13 f. Others as appropriate 14 4. Preliminary Agenda may include: 15 a. Introduction of Project Personnel 16 b. General Description of Project 17 c. Status of right-of-way, utility clearances, easements or other pertinent permits 18 d. Contractor’s work plan and schedule 19 e. Contract Time 20 f. Notice to Proceed 21 g. Construction Staking 22 h. Progress Payments 23 i. Extra Work and Change Order Procedures 24 j. Field Orders 25 k. Disposal Site Letter for Waste Material 26 l. Insurance Renewals 27 m. Payroll Certification 28 n. Material Certifications and Quality Control Testing 29 o. Public Safety and Convenience 30 p. Documentation of Pre-Construction Conditions 31 q. Weekend Work Notification 32 r. Legal Holidays 33 s. Trench Safety Plans 34 t. Confined Space Entry Standards 35 u. Coordination with the City’s representative for operations of existing water 36 systems 37 v. Storm Water Pollution Prevention Plan 38 w. Coordination with other Contractors 39 x. Early Warning System 40 y. Contractor Evaluation 41 z. Special Conditions applicable to the project 42 aa. Damages Claims 43 bb. Submittal Procedures 44 cc. Substitution Procedures 45 dd. Correspondence Routing 46 ee. Record Drawings 47 ff. Temporary construction facilities 48 gg. MBE/SBE procedures 49 hh. Final Acceptance 50 ii. Final Payment 51 01 31 19 - 3 DAP PRECONSTRUCTION MEETING Page 3 of 3 CITY OF FORT WORTH Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102722 Revised August 30, 2013 jj. Questions or Comments 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 13 Revision Log DATE NAME SUMMARY OF CHANGE 14 01 33 00 - 1 DAP SUBMITTALS Page 1 of 8 CITY OF FORT WORTH Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102722 Revised August 30, 2013 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 Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102722 Revised August 30, 2013 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 Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102722 Revised August 30, 2013 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 Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102722 Revised August 30, 2013 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 Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102722 Revised August 30, 2013 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 Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102722 Revised August 30, 2013 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 Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102722 Revised August 30, 2013 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 Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102722 Revised August 30, 2013 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 Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102722 Revised August, 30, 2013 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 18 B. Deviations from this City of Fort Worth Standard Specification 19 1. None. 20 C. Related Specification Sections include, but are not necessarily limited to: 21 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 22 2. Division 1 – General Requirements 23 3. Section 33 12 25 – Connection to Existing Water Mains 24 25 1.2 REFERENCES 26 A. Reference Standards 27 1. Reference standards cited in this Specification refer to the current reference 28 standard published at the time of the latest revision date logged at the end of this 29 Specification, unless a date is specifically cited. 30 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 31 High Voltage Overhead Lines. 32 3. North Central Texas Council of Governments (NCTCOG) – Clean Construction 33 Specification 34 1.3 ADMINISTRATIVE REQUIREMENTS 35 A. Coordination with the Texas Department of Transportation 36 1. When work in the right-of-way which is under the jurisdiction of the Texas 37 Department of Transportation (TxDOT): 38 a. Notify the Texas Department of Transportation prior to commencing any work 39 therein in accordance with the provisions of the permit 40 01 35 13 - 2 DAP SPECIAL PROJECT PROCEDURES Page 2 of 7 CITY OF FORT WORTH Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102722 Revised August, 30, 2013 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 Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102722 Revised August, 30, 2013 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 Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102722 Revised August, 30, 2013 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 Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102722 Revised August, 30, 2013 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 Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102722 Revised August, 30, 2013 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 Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102722 Revised August, 30, 2013 EXHIBIT B 1 2 3 4 01 45 23 - 1 DAP TESTING AND INSPECTION SERVICES Page 1 of 2 CITY OF FORT WORTH Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102722 Revised August 30, 2013 SECTION 01 45 23 1 TESTING AND INSPECTION SERVICES 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. Testing and inspection services procedures and coordination 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 a. Contractor is responsible for performing, coordinating, and payment of all 16 Quality Control testing. 17 b. City is responsible for performing and payment for first set of Quality 18 Assurance testing. 19 1) If the first Quality Assurance test performed by the City fails, the 20 Contractor is responsible for payment of subsequent Quality Assurance 21 testing until a passing test occurs. 22 a) Final acceptance will not be issued by City until all required payments 23 for testing by Contractor have been paid in full. 24 1.3 REFERENCES [NOT USED] 25 1.4 ADMINISTRATIVE REQUIREMENTS 26 A. Testing 27 1. Complete testing in accordance with the Contract Documents. 28 2. Coordination 29 a. When testing is required to be performed by the City, notify City, sufficiently 30 in advance, when testing is needed. 31 b. When testing is required to be completed by the Contractor, notify City, 32 sufficiently in advance, that testing will be performed. 33 3. Distribution of Testing Reports 34 a. Electronic Distribution 35 1) Confirm development of Project directory for electronic submittals to be 36 uploaded to City’s Buzzsaw site, or another form of distribution approved 37 by the City. 38 01 45 23 - 2 DAP TESTING AND INSPECTION SERVICES Page 2 of 2 CITY OF FORT WORTH Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102722 Revised August 30, 2013 2) Upload test reports to designated project directory and notify appropriate 1 City representatives via email of submittal posting. 2 3) Hard Copies 3 a) 1 copy for all submittals submitted to the Project Representative 4 b. Hard Copy Distribution (if required in lieu of electronic distribution) 5 1) Tests performed by City 6 a) Distribute 1 hard copy to the Contractor 7 2) Tests performed by the Contractor 8 a) Distribute 3 hard copies to City’s Project Representative 9 4. Provide City’s Project Representative with trip tickets for each delivered load of 10 Concrete or Lime material including the following information: 11 a. Name of pit 12 b. Date of delivery 13 c. Material delivered 14 B. Inspection 15 1. Inspection or lack of inspection does not relieve the Contractor from obligation to 16 perform work in accordance with the Contract Documents. 17 1.5 SUBMITTALS [NOT USED] 18 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 19 1.7 CLOSEOUT SUBMITTALS [NOT USED] 20 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 21 1.9 QUALITY ASSURANCE [NOT USED] 22 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 23 1.11 FIELD [SITE] CONDITIONS [NOT USED] 24 1.12 WARRANTY [NOT USED] 25 PART 2 - PRODUCTS [NOT USED] 26 PART 3 - EXECUTION [NOT USED] 27 END OF SECTION 28 29 Revision Log DATE NAME SUMMARY OF CHANGE 30 01 50 00 - 1 DAP TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 CITY OF FORT WORTH Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102722 Revised JULY 1, 2011 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 Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102722 Revised JULY 1, 2011 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 Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102722 Revised JULY 1, 2011 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 Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102722 Revised JULY 1, 2011 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 Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102722 Revised July 1, 2011 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 Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102722 Revised July 1, 2011 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 Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102722 Revised July 1, 2011 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 Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102722 Revised July 1, 2011 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 Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102722 Revised July 1, 2011 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 Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102722 Revised July 1, 2011 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 - 1 DAP PRODUCT REQUIREMENTS Page 1 of 2 CITY OF FORT WORTH Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102722 Revised April 7, 2014 SECTION 01 60 00 1 PRODUCT REQUIREMENTS 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. References for Product Requirements and City Standard Products List 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 [NOT USED] 12 1.3 REFERENCES [NOT USED] 13 1.4 ADMINISTRATIVE REQUIREMENTS 14 A. A list of City approved products for use is located on Buzzsaw as follows: 15 1. Resources\02 - Construction Documents\Standard Products List 16 B. Only products specifically included on City’s Standard Product List in these Contract 17 Documents shall be allowed for use on the Project. 18 1. Any subsequently approved products will only be allowed for use upon specific 19 approval by the City. 20 C. Any specific product requirements in the Contract Documents supersede similar 21 products included on the City’s Standard Product List. 22 1. The City reserves the right to not allow products to be used for certain projects even 23 though the product is listed on the City’s Standard Product List. 24 D. Although a specific product is included on City’s Standard Product List, not all 25 products from that manufacturer are approved for use, including but not limited to, that 26 manufacturer’s standard product. 27 E. See Section 01 33 00 for submittal requirements of Product Data included on City’s 28 Standard Product List. 29 1.5 SUBMITTALS [NOT USED] 30 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 31 1.7 CLOSEOUT SUBMITTALS [NOT USED] 32 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 33 1.9 QUALITY ASSURANCE [NOT USED] 34 01 60 00 - 2 DAP PRODUCT REQUIREMENTS Page 2 of 2 CITY OF FORT WORTH Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102722 Revised April 7, 2014 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 10/12/12 D. Johnson Modified Location of City’s Standard Product List 4/7/2014 M.Domenech Revised for DAP application 8 01 66 00 - 1 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 CITY OF FORT WORTH Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102722 Revised April 7, 2014 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 Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102722 Revised April 7, 2014 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 Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102722 Revised April 7, 2014 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 Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102722 Revised April 7, 2014 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 Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102722 Revised April 7, 2014 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 Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102722 Revised April 7, 2014 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 Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102722 Revised April 7, 2014 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 Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102722 Revised April 7, 2014 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 74 23 - 1 DAP CLEANING Page 1 of 4 CITY OF FORT WORTH Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102722 Revised April 7, 2014 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 Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102722 Revised April 7, 2014 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 Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102722 Revised April 7, 2014 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 Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102722 Revised April 7, 2014 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 Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102722 Revised April 7, 2014 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 Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102722 Revised April 7, 2014 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 Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102722 Revised April 7, 2014 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 Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102722 Revised April 7, 2014 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 Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102722 Revised April 7, 2014 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 Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102722 Revised April 7, 2014 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 Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102722 Revised April 7, 2014 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 Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102722 Revised April 7, 2014 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 Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102722 Revised April 7, 2014 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 Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102722 Revised April 7, 2014 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 Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102722 Revised April 7, 2014 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 Primrose Crossing Phase 7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 102722 Revised April 7, 2014 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 GC-4.02 Subsurface and Physical Conditions Page 1 of 1 Ventana Phase 5A CPN 102574 GC-4.02 SUBSURFACE AND PHYSICAL CONDITIONS Primrose Crossing Phase 7 CPN 102722 '' � GEOTECHNICAL EXPLORATION LLANO SPRINGS PHASE 7(PRIMROSE CROSSING) Off Old Granbury Road and McPherson Boulevard Fort Worth, Texas ALPHA Report No. W200681-revl May 27, 2020 Prepared for: WILBOW — LLANO SPRINGS DEVELOPMENT - CORP 5307 East Mockingbird Lane, Suite 900; Lockbox 16 Dallas, Texas 75206 Attention: Ms. Jennifer Rabon Prepared By: ALPHA /�TESTING � WHERE IT ALL BEGINS A � � � � �� � � � � � � � Geoteclr�:rcrd 5058 Brusla Cr�eek Road Te/.• 817-496-5600 � CO/1SIPllC//071 MC!/P/7QLS Foi7 Wor•th, Texus 76119 Fax: 817-496-5608 Envirnnmenta/ www.alphatesting.com WHERE IT ALL BEGINS TBPEFirneNo.813 May 27, 2020 Wilbow — Llano Springs Development - Corp 5307 East Mockingbird Lane, Suite 900; Lockbox 16 Dallas, Texas 75206 Attention: Ms. Jennifer Rabon Re: Geotechnical Exploration Llano Springs Phase 7(Primrose Crossing) Off Old Granbury Road and McPherson Boulevard Fort Worth, Texas ALPHA Report No. W200681-revl Attached is the report of the geotechnical exploration performed for the project referenced above. This study was authorized by Ms. Jennifer Rabon on March 3, 2020 and performed in accordance with ALPHA Proposal No. 76219 dated March 3, 2020. The purpose of this revision is to include an updated site plan and new grading plans. 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 residential foundations. ALPHA TESTING, INC. appreciates the opportunity to be of service on this project. If we can be of further assistance, such as providing materials testing services during construction, please contact our office. Sincerely, ALPHA TESTING, INC. (,,�VY�� I �� Kimberly Fyffe Geotechnical Project Manager { ���:�� OF ����� ���� � �: � . �� . . � *: i * � ...�.�BRIAN ,!. H�YT...--- �+ ...........................i ....... � � : � � ���s �r . f�1�"�`�'' •��V�$r�� •���'�� ����� � ��� ��� May 27, 2020 �;��--, Brian J. Hoyt, P.E. Geotechnical Department Manager BJH/KLF/klf Copies: (1-PDF) Client '' � TABLE OF CONTENTS ALPHA REPORT NO. W200681-REVl 1.0 PURPOSE AND SCOPE .................................................................................................... 1 2.0 PROJECT CHARACTERISTICS ...................................................................................... 1 3.0 FIELD EXPLORATION .................................................................................................... 2 4.0 LABORATORY TESTS .................................................................................................... 2 5.0 GENERAL SUBSURFACE CONDITIONS ...................................................................... 2 6.0 DESIGN RECOMMENDATIONS .................................................................................... 3 6.1 Existing Fill ............................................................................................................. 3 6.2 Slab-on-Grade Foundation ...................................................................................... 3 6.2.1 Subgrade Improvement in Zones I, II and III .............................................. 5 6.3 Post-Tensioning Institute, Design of Post-Tensioned Slab-on-Grade .................... 6 6.4 Drainage and Other Considerations ........................................................................ 6 7.0 GENERAL CONSTRUCTION PROCEDURES AND GUIDELINES ............................. 7 7.1 Site Preparation and Grading .................................................................................. 7 7.2 Foundation Excavations .......................................................................................... 9 7.3 Fill Compaction ...................................................................................................... 9 7.4 Utilities ..................................................................................................................10 7.5 Groundwater ......................................................................................................... 10 8.0 LIMITATIONS .................................................................................................................10 APPENDIX A-1 Methods of Field Exploration Baring Location Plan — Figure 1 B-1 Methods of Labaratory Testing Swell Test Results — Figure 2 Logs of Borings Key to Soil Symbols and Classifications ALPHA Report No. W200681-revl 1.0 PURPOSE AND SCOPE '' � The purpose of this geotechnical exploration is for ALPHA TESTING, INC. (ALPHA) to evaluate for Wilbow — Llano Springs Development — Corp, (Client) some of the physical and engineering properties of subsurface materials at selected locations on the subject site with respect to formulation of geotechnical design parameters for the subject construction. The field exploration was accomplished by securing subsurface samples from widely spaced test borings performed across the project site. Engineering analyses were performed from results of the field exploration and 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 It is proposed to develop a 104 lot residential subdivision (Llano Springs Phase 7, formerly named Primrose Crossing Phase 7) on a site generally located about 200 ft east of Old Granbury Road and about 600 ft north of McPherson Boulevard in Fort Worth, Texas. A site plan illustrating the subject site is provided as Figure 1, the Boring Location Plan, in the Appendix. At the time of the field exploration, the site was cleared. Review of histarical aerial images available from Google EarthOO indicate clearing and grading activities previously occurred on the site. No information regarding previous development or excavation on the site was provided to us. Preliminary grading plans prepared by LJA Engineering, Inc. (Project No. NT920-0045, Sheets 39 through 43 dated May 2020) indicate the site generally slopes down to the west about 28 ft (Appx. Elev. 806 ft to Appx. Elev. 778 ft). These grading plans also indicate cuts of up to 4 ft and fills of up to 10 ft will be required to achieve final grades in the building pad areas. Present plans provide for the construction of new residential buildings. The new structures are expected to create light loads to be carried by the foundations. It is also anticipated the new structures will be supported using post-tensioned slab-on-grade foundations designed far potential seasonal movements of 4�/z inches or less. No below grade slabs are planned. 1 ALPHA Report No. W200681-revl 3.0 FIELD EXPLORATION '' � Subsurface conditions on the site were explored by drilling a total of 27 test borings to a depth of about 20 ft each. The approximate location of each test boring is shown on the Boring Location Plan, Figure 1, enclosed 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 exploration are presented on the Log of Boring sheets (boring logs) 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, the 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 residential 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 either on the Log of Boring sheets or on summary data sheets enclosed 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 undivided Washita Group formation. The undivided Washita Group formation generally consists of interbedded limestone and shale. Residual overburden soils associated with these formations generally consist of clay soils with moderate to very high shrink/swell potential. Subsurface conditions encountered in about one-half of the borings generally consisted of clay and/or shaly clay to depths of about 8 ft to 17 ft below the ground surface underlain by limestone extending to the 20 ft termination depth. Clay soils extended to the 20 ft termination depth of the remaining borings. Some occasional layers of limestone, about 1 ft to 2 ft thick, were encountered within the clay in some of the borings. The upper 1 ft to 13 ft of clay soils encountered in about two-thirds of the borings were visually classified as fill material. More detailed stratigraphic information is presented on the attached Log of Boring sheets. The clay, shaly clay and limestone encountered in the barings are considered 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 subject site is anticipated to fluctuate seasonally depending on the amount of rainfall, prevailing weather conditions, and subsurface drainage characteristics. 2 ALPHA Report No. W200681-revl '' � During our field investigation, free groundwater was encountered in Borings l, 6, 10, ] 1, 16, l8 and 20 on drilling tools during drilling and/or in the open borehole immediately upon completion of drilling at depths of about 1 ft to 17 ft below the existing ground surface. It is common to encounter groundwater in fill material, from natural fractures within the clayey matrix, at the soiUrock (limestone) interface or from the fractures within the rock (limestone) 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 boring logs 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). Should the project criteria 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 building plans and specifications for review prior to construction. The following design recommendations were evaluated based on final grades as indicated on the grading plans referenced in Section 2.0. Cutting and filling on the site other than depicted on the referenced grading plans can alter the recommended foundation design parameters. Therefore, it is recommended our office be provided with final grading plans prior to construction to verify appropriate design parameters are utilized for final foundation design. 61 Existing Fill As discussed in Section 5.0, existing fill was encountered to depths of about 1 ft to 13 ft below the existing ground surface in about two-thirds of the borings. It is not known if this fill was placed under engineering supervision with compaction recards. 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 area and replaced with engineered fill as recommended in Section 6.2 where moisture conditioned soils are required or Section 7.3 where general fill is required. 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. 6.2 Slab-on-Grade Foundation Slab-on-grade foundations should be designed with exterior and interior grade beams adequate to provide sufficient rigidity to the foundation system. A net allowable bearing pressure of 1.5 kips per sq ft should be used for all grade beams bearing on a moisture improved subgrade placed as recommended in Section 6.2.1. Grade beams should bear a minimum depth of 12 inches below final grade and should have a minimum width of 10 inches considering the recommended bearing pressure. 3 ALPHA Report No. W200681-revl '' � To reduce cracking as normal movements occur in foundation soils, all grade beams and slab foundations should be adequately reinforced with steel (conventional reinforcing steel and/or post-tensioned 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 slabs and subgrade soils to retard moisture migration through the slabs. Conditions encountered in the test borings, the planned cut/fill within the building pads and results of the laboratory tests reveal variations in highly expansive clay thickness and expansive properties across the site. Such variations in clay thickness and expansive properties will directly affect design parameters used for slab-on-grade foundations. Therefore, lots with apparently common average clay thickness, similar expansive clay properties and similar corresponding estimated potential movements have been grouped into Zones I, II and III and delineated on the Boring Location Plan, Figure 1. Subgrade improvement in the respective Zones (see Figure 1) should be performed using the information summarized in Table A. TABLE A Estimated Potential Seasonal Movements and Recommended Subgrade Improvement ESTIMATED POTENTIAL IMPROVEMENT REQUIRED TO REDUCE ZONE MOVEMENT, MOVEMENTS TO 4'/z INCHES INCHES I Up to 6 4 ft of Moisture Conditioning below Final Grade II Up to 7 6 ft of Moisture Conditioning below Final Grade II More than 7 10 ft of Moisture Conditioning below Final Grade Potential seasonal movements were estimated using results from absorption swell tests, in general accordance with methods outlined by the Texas Department of Transportation (TxDOT) Test Method Tex-124-E 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. Potential seasonal movements were estimated assuming fill material used to raise the grade will consist of onsite or similar material with a plasticity index of 50 or less. If the plasticity index of material used to raise the grade is higher than 50, potential movements could be higher than our estimates. Potential movement estimates in Table A for slab foundations in Zones I, II and III (see Figure 1 for delineation of Zones) are considered outside normal design tolerances. Movement of slab foundations in Zones I, II and III could be reduced to not more than about 4�/z inches if the subgrade soils are improved by moisture conditioning to depths below final grade, as summarized in Table A, then covered with an impermeable plastic barrier (polyethylene sheeting) following the recommendations provided in Section 6.2.1. 4 ALPHA Report No. W200681-revl '' � In choosing moisture conditioning as a method of slab movement reduction, the Client is accepting some post construction movement of slabs (about 4'/2 inches). Therefore, the Client understands and acknowledges that in the geographical region covered by this report, a potential movement of 4'/� inches is considered a reasonable compromise between foundation design and construction cost and the amount of allowable movement of the foundation. The presence of shallow limestone in some areas of the site and limestone near planned final grades in other areas could complicate the injection process. Therefore, water pressure injection is not considered practical for this site. If water pressure injection recommendations are desired, our office should be contacted. Please note, improvement of the existing soils using moisture conditioning with plastic sheeting is intended only for the designated building pad areas plus 5 ft beyond the building pad limits, and not the entire residential lot. Accordingly, planned residences must be exclusively constructed within the building pad designated on the referenced project grading plans. The purpose of the plastic sheeting is to maintain the moisture of the underlying soils relatively the same from the time the plastic sheeting is placed through the time the foundation is placed. This plastic sheeting is not intended as a moisture barrier component for the actual foundation. Any such requirements should be addressed by the designer of the foundation, and should be followed by the builder. Prior to building on the improved designated building pad area, a surveyor should verify the lateral extent of the plastic sheeting and to confirm that no portion of the new residences will extend beyond the limits of the designated building pad. If any part of the slab footprint extends beyond the designated building pad, ALPHA should be contacted for additional design recommendations. 6.2.1 Subgrade Improvement in Zones I, II and III Estimated potential movements of slab foundations in Zones I, II and III could be reduced to about 4'/� inches by moisture-conditioning the on-site soils below final grade to depths as summarized as recommended in Table A. Moisture-conditioning consists of over-excavating (where necessary) and/ar filling with on-site soil that is compacted at a"target" moisture content at least 5(but not more than 7) percentage points above the material's optimum moisture content as determined by the standard Proctor method (ASTM D 698). The moisture-conditioned soil should be compacted to a dry density between 93 and 98 percent of standard Proctor maximum dry density. Moisture-conditioning with on-site soil should extend throughout the entire building pad area and at least 5 ft beyond the perimeter of the designated building pad (as indicated on the referenced project grading plans). Plastic sheeting (6 to 8 mil thickness) should be placed above the moisture-conditioned soil for long-term maintenance of the moisture content of the conditioned soil. This sheeting should be placed 8 to 12 inches below final grade and should also extend at least 5 ft beyond the perimeter of the building pad. Following completion of moisture-conditioning and placement of the plastic sheeting, estimated movements in Zones I, II and III should not exceed about 4'/z inches. The purpose of moisture-conditioning is to reduce the free swell of the moisture- conditioned soils to 1 percent or less. Additional laboratory tests (i.e., standard Proctors, absorption swell tests, etc.) should be conducted during construction to verify that 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 sufficient to reduce the free swell potential of the processed soil to 1 percent or less. 5 ALPHA Report No. W200681-revl '' � Moisture conditioning should be observed and tested on a full time basis by a representative of ALPHA to verify the moisture conditioned clays are placed with the proper lift thickness, moisture content, and density. 6.3 Post-Tensioning Institute, Desi�n of Post-Tensioned Slab-on-Grade Table B contains information for design of the post-tensioned, slab-on-grade foundations. 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. (GTI). TABLE B PTI Design Parameters Potential Seasonal Movement = 4'/2 inches After sub rade im rovement as discussed in Section 6.2.1 in Zones I, II and III Edge Lift Center Lift Edge Moisture Distance (em), ft 3.7 7.0 Differential Soil Movement (ym), inches 22 (swell) 1.6 (Shrink) 6.4 Draina�e and Other Considerations Adequate drainage should be provided to reduce seasonal variations in the moisture content of foundation soils. All pavement and sidewalks within 5 ft of the residences should be sloped away from the structures to prevent ponding of water around the foundations. Final grades within 5 ft of the structures should be adjusted to slope away from the structures at a minimum slope of 2 percent. Maintaining positive surface drainage throughout the life of the structures is essential. In areas with pavement or sidewalks adjacent to the new residences, a positive seal must be maintained between the structure and the pavement ar sidewalk to minimize seepage of water into the underlying supporting soils. Post-construction movement of pavement and flatwork is common. Normal maintenance should include inspection 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 structures. • 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. � ALPHA Report No. W200681-revl '' � • Planter box structures placed adjacent to building should be provided with a means to assure concentrations of water are not available to the subsoil stratigraphy. • Architectural design of the floor slabs should avoid additional features such as wing walls as extensions of the slab. 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 structure. 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 reasonably 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 Gradin� Existing fill was encountered to depths of about 2 ft to 13 ft below the ground surface in about two-third of the borings. Although not encountered in the barings, the 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 layers were encountered as shallow as 1 ft below existing ground surface in Borings 4, 6 and 24. We expect limestone will be encountered during general excavation at this site. From our experience, this limestone can be hard and may be 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 this 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. 7 ALPHA Report No. W200681-revl '' � All areas supporting slab foundations, 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 fill, the exposed 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 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. • 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 from the proof roll should be removed and replaced with well-compacted material as outlined in Section 7.3. • Prior to placement of any fill, the exposed 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 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, 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. The contractar is responsible for designing any excavation slopes, temporary sheeting ar sharing. 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 far 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 specified in local, state and/or federal safety regulations, such as OSHA Health and Safety Standard for Excavations, 29 CFR Part 1926, ar successor regulations. Stockpiles should be place 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. Therefare, some construction difficulties should be anticipated during periods when these soils are saturated. : ALPHA Report No. W200681-revl 7.2 Foundation Excavations '' � All foundation excavations should be monitored to verify foundations bear on suitable material. The bearing stratum exposed in the base of all foundation excavations should be protected against any detrimental change in conditions. Surface runoff water should be drained away from excavations and not allowed to collect. All concrete for foundations should be placed as soon as practical after the eXcavation is made. 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, excavations should be slightly deepened and cleaned, in order to provide a fresh bearing surface. 7.3 Fill Compaction Provided below are recommendations for general fi1L Moisture conditioned soil should conform to the recommendations provided in Section 6.2. Clay and shaly clay 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 above optimum. Clay with a plasticity index less than 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. Clayey materials used as fill should be processed and the largest particle or clod should be less than 6 inches prior to compaction. 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. Where mass fills are deeper than 10 ft, the iill/backf'ill below 10 ft should be compacted to at least 100 percent of standard Proctar maximum dry density (ASTM D-698) and within 2 percentage points of the material's optimum moisture content. The portion of the fill/backf'ill shallower than 10 ft should be compacted as outlined herein. 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. 9 ALPHA Report No. W200681-revl 7.4 Utilities '' � Where utility lines are deeper than 10 ft, the filUbackfill 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 fill thickness. This should be considered when designing pavement over utility lines 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 encountered in Borings 1, 6, 10, 11, 16, 18 and 20 at a depth of about 1 ft to 17 ft below the ground surface. From our experience, shallower groundwater seepage could be encountered from the subsurface stratigraphy in excavations for foundations, utilities and other general excavations at this site. The risk of seepage increases with depth of excavation and during or after periods of precipitation. Standard sump pits and pumping may be adequate to control seepage on a local basis. 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. Also, the risk of seepage is increased where limestone is exposed in excavations and slopes or is near final grade. In these areas subsurface drains may be required to intercept seasonal groundwater seepage. The need for these or other dewatering devices should be carefully addressed during construction. Our office could be contacted to visually observe final grades to evaluate the need for such drains. S.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. 10 ALPHA Report No. W200681-revl '' � 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 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 office 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. 11 ALPHA Report No. W200681-revl A-1 METHODS OF FIELD EXPLORATION '' � Using standard rotary drilling equipment, a total of 27 test borings were performed for this geotechnical exploration. The approximate locations of the borings are shown on the Boring Location Plan, Figure 1. The test boring locations were staked using a handheld GPS unit 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 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 field 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. Some soil samples were obtained using split-spoon sampling procedures in accordance with ASTM Standard D 1586. Disturbed samples were obtained at selected depths in the borings by driving a standard 2-inch O.D. split-spoon sampler 18 inches into the subsurface material using a 140-pound hammer falling 30 inches. The number of blows required to drive the split-spoon sampler the final 12 inches of penetration (N-value) is recorded in the appropriate column on the Log of Boring sheets. 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, ar 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. 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'� �� _ � GEOTECHNICAL EXPLORATION LLANO SPRINGS PHASE 7 A L P N A/� T E S T I N G � nPPROXIMATE BORING LOCATION �PtziMRosE cxossiNG> � ���� ZOVF. I 4FT OF MOISTURE CONDITIONING OFF GRANBURY ROAD AND �,� H E fi E I T A L L B E G I N 5 sELow F�Nai. cafwE MCPHERSON BOULEVARD I[ 7,ONE ll 6FT OF MOISTURE COND[TIONING FORT WORTH, TEXAS BELOW FINAL GRADG ALPHA PROJECT NO. W200681-REV 1 FIGURE 1 �,.���?� z�NE ni i oFT oF Moisr�RE coNoirioNiNc BELOW FINAL GRADE BORING LOCATION PLAN ALPHA Report No. W200681-revl 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). 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 clayey soils were further analyzed by absorption swell tests in general accordance with ASTM D 4546. 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. �C N G N N N N N � � � � � � � � � Z � O Ill Ul � W � O Cfl 00 �l O� U� W N � p C� �l � � W N � 3, � r � � � m � � r � p � rt C1 O � �I � �I W W W �I U� CD W CO U� CO � � CO �I � W � 3� (n C � .-. _ � r rt �D �, � �. � N � � � � � N � 3 00 � 00 C� C.J GJ OD � � (,� � O� � � � � po � W � �f �D � �I � �I �I �I �I �I N N J N N N UJi CJSi N J U�i � Oo < fy/l � Cr � CJi C3i CJi CJi C3i U1 CIi � Ui � C;i O O C;i � O � Oo cD = � � � �l ... � � � O � m n 0 � � v � � O � � 0 � � � � � � � � � v v r. cQ v v � v a � � v o � po po r v po w o po w v v po � � � � � D � � � o o `� � o � � o � � � o D o � � �' � �. � � D � � � � �o � � � C� � r r r � � � r � �. � D � � � D D � � D � � D � � � D D D � � � n � � � n � � � � � � � rn � � � r � � a� � � oo � � � � � � � � oo c� •� � o � oo � w o� cn � � cfl co w � � 3 c � Q �/ � N N W � � � � rn � � r � N � N � N � N N N N � N N N � '� W CO Ul � �1 d� �A U1 O �I V O� � 00 �I � rt rt � � � � C3l � W C3l � � � W Ul N C3� U� N C3l W Ul C3� U� � Q� N �I N � 0� � (O N �l �I N O � O N W N � �I �p � k _ � � � � N � N � N N N N N � � N N N � W N W � �, 7 Oo � �l � Ui Cn CO CJi O 00 �I 00 � � N CO O Cn O C4 tA ,� \ \ \ \ \ \ \ \ \ \ \ \ \ \° \ \ \ \ \ \ '"� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �� � � N N N N � N W N N W � � N N N N W N W N �, � CIi �I N �1 �I �1 � CO N O C4 00 � � W N � �1 N N y�' \ \ \ \ \ \ \ \ \ \ \ \ \ \° \ \ \ \ \ \ � p1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � �D Oo O O O O � O O O O O O O O O O O N O O i/) � O O � � O �I O O W � O O � O O O O O O O �2 � 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �� A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR1NG "O.: � � Foi9 Worth, Texns 76! 19 Phone: 817-49G-5600 Sheet 1 of 1 F�,r: sr�-a9�-shns pROJECT NO.: W200681 W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn Client: Wilbow Corporation, Inc Location: Fort Worth, TX Project: Llano Springs Phase 7(Primrose Crossing Surface Elevation: Start Date: 3/9/2020 End Date: 3/9/2020 West: Drilling Method: North: Hammer Drop (Ibs / in): GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x � � � �2 >+ �, �� a� U� c'.� �a� � E � -c o � �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _ ZAftel' Drllling (ft): �2 �' >C� � o o E � a� mo �•Q o -a � y a� � L . �- o- - Q' °� o� a� �- � a c� �'-' U �� v, .� 3 � �6 �After Hours (ft): � � - �� X� � o� o o� � � a m � �a � � Z � � � MATERIAL DESCRIPTION Light Brown CLAY, FILL 2.0 22 3.25 30 4.0 Tan CLAY with limestone fragments, FILL 5 4.0 19 55 19 36 4.25 17 8.0 Dark Brown CLAY 3.75 30 10 1 14.0 Tan LIMESTONE with clay seams and layers 15 100/ 9.25" 100/ 20 20.0 4.75" - TEST BORING TERMINATED AT 20 FT A L P H A/� T E S T I N G sos8 a,-��tt, a�«� n�r gORING NO.: 2 � Foi9 Worth, Texns 76! 19 Phone: 817-49G-5600 Sheet 1 of 1 F�,r: sr�-a9�-shns pROJECT NO.: W200681 W H E R E I T A L L B E G I N S ��'��'��'�alPl�atestrng.corn Client: Wilbow Corporation, Inc Location: Fort Worth, TX Project: Llano Springs Phase 7(Primrose Crossing Surface Elevation: Start Date: 3/9/2020 End Date: 3/9/2020 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x ,a��i � � NONE �' T �� a� U� c'�g' �� � E E �c o � �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _ ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y � � L . �- o- - Q' °� o� a� �- � a c� �'-' U �� v, .� 3 � �6 �After Hours (ft): � � - �� X� � o� o o� � � a m � �a � � Z � � � MATERIAL DESCRIPTION Light Brown CLAY, FILL 3.25 28 73 23 50 4.5+ 15 4.0 Dark Brown CLAY 5 4.5+ 25 4.0 27 8.0 Tan CLAY with limestone fragments 29 10 10.0 3.25 20 34 17 17 0.0 Tan LIMESTONE with clay seams and layers 100/ 15 1.75" 100/ 20 20.0 1.5" TEST BORING TEMRINATED AT 20 FT A L P H A/� T E S T I N G sos8 a,-��tt, a�«� n�r gORING NO.: 3 � Foi9 Worth, Texns 76! 19 Phone: 817-49G-5600 Sheet 1 of 1 F�,r: sr�-a9�-shns pROJECT NO.: W200681 W H E R E I T A L L B E G I N S ��'��'��'�alPl�atestrng.corn Client: Wilbow Corporation, Inc Location: Fort Worth, TX Project: Llano Springs Phase 7(Primrose Crossing Surface Elevation: Start Date: 3/9/2020 End Date: 3/9/2020 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x ,a��i � � NONE �' T �� a� U� c'�g' �� � E E �c o � �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _ ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y � � L . �- o- - Q' °� o� a� �- � a c� �'-' U �� v, .� 3 � �6 �After Hours (ft): � � - �� X� � o� o o� � � a m � �a � � Z � � � MATERIAL DESCRIPTION Light Brown CLAY, FILL 2.25 25 2.0 Dark Brown CLAY 3.0 31 84 28 56 0.0 5 3.75 23 6.0 Tan CLAY with limestone fragments 4.5+ 10 77 12 8.0 Tan LIMESTONE 10 100/ 9 3.75" 100/ � 15 0.5" 18.0 Tan and Gray CLAY 4.5+ 13 43 19 24 19.0 Gray LIMESTONE 15 20 20.0 TEST BORING TERMINATED AT 20 FT A L P H A/� T E S T I N G s°s� B�-�,.sh ���e�ti R<< BOR'"� "°.: 4 � Foi9 Worth, Texns 76! 19 Phone: 817-49G-5600 Sheet 1 of 1 F�,r: sr�-a9�-shns pROJECT NO.: W200681 W H E R E I T A L L B E G I N S ��'��'��'�alPl�atestrng.corn Client: Wilbow Corporation, Inc Location: Fort Worth, TX Project: Llano Springs Phase 7(Primrose Crossing Surface Elevation: Start Date: 3/9/2020 End Date: 3/9/2020 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x ,a��i � � NONE �' T �� a� U� c'�g' �� � E E �c o � �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _ ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y � � L . �- o- - Q' °� o� a� �- � a c� �'-' U �� v, .� 3 � �6 �After Hours (ft): � � - �� X� � o� o o� � � a m � �a � � Z � � � MATERIAL DESCRIPTION Tan CLAY, FILL 4.0 18 1.0 Tan WEATHERED LIMESTONE 50 4.5+ 18 2.0 Dark Brown CLAY 4.5+ 26 89 28 61 4.0 Tan CLAY with gravel and calcareous deposits 5 4.5+ 16 4.5+ 17 4.5+ 22 10 13.0 Tan SHALY CLAY 4.5+ 19 73 21 52 2.0 15 4.5+ 18 20 20.0 TEST BORING TERMINATED AT 20 FT A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR1NG "O.: 5 � Foi9 Worth, Texns 76! 19 Phone: 817-49G-5600 Sheet 1 of 1 F�,r: sr�-a9�-shns pROJECT NO.: W200681 W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn Client: Wilbow Corporation, Inc Location: Fort Worth, TX Project: Llano Springs Phase 7(Primrose Crossing Surface Elevation: Start Date: 3/9/2020 End Date: 3/9/2020 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x ,a��i � � NONE �' T �� a� U� c'�g' �� � E E �c o � �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _ ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y � � L . �- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3 � �6 �After Hours (ft): � � — �� X� � o� o o� � � a m � �a � � Z � � � MATERIAL DESCRIPTION Tan CLAY with limestone fragments, FILL 3.0 26 61 22 39 2.0 Dark Brown CLAY 4.5+ 21 4.0 Light Brown CLAY with limestone fragments 5 4.5+ 14 51 19 32 4.5+ 17 8.0 Tan SHALY CLAY with limestone fragments 4.0 13 10 4.5+ 21 15 4.5+ 20 20 20.0 TEST BORING TERMINATED AT 20 FT A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR1NG "O.: 6 � Foi9 Worth, Texns 76! 19 Phone: 817-49G-5600 Sheet 1 of 1 F�,r: sr�-a9�-shns pROJECT NO.: W200681 W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn Client: Wilbow Corporation, Inc Location: Fort Worth, TX Project: Llano Springs Phase 7(Primrose Crossing Surface Elevation: Start Date: 3/9/2020 End Date: 3/9/2020 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x � J � � 3 >+ �, � � N ii � ��� � � � � -C o � �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _ ZAftel' Drllling (ft): 10 �' >C� � o o E � a� mo �•Q o -o � y � � L . �- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3 � �6 �After Hours (ft): � � — �� X� � o� o o� � � a m � �a � � Z � � � MATERIAL DESCRIPTION Light Brown CLAY with limestone fragments, FILL 4.5 16 4.5+ 16 3.0 Tan WEATHERED LIMESTONE 29 5 6.0 Dark Brown CLAY with limestone fragments 4.0 30 79 26 53 0.0 3.5 29 10 1 � 13.0 Tan CLAY with limestone fragments 100/ 15 5.75" 100/ 20 20.0 3.5" TEST BORING TERMINATED AT 20 FT A L P H A/� T E S T I N G sos8 a,-��tt, a�«� n�r gORING NO.: 7 � Foi9 Worth, Texns 76! 19 Phone: 817-49G-5600 Sheet 1 of 1 F�,r: sr�-a9�-shns pROJECT NO.: W200681 W H E R E I T A L L B E G I N S ��'��'��'�alPl�atestrng.corn Client: Wilbow Corporation, Inc Location: Fort Worth, TX Project: Llano Springs Phase 7(Primrose Crossing Surface Elevation: Start Date: 3/10/2020 End Date: 3/10/2020 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x ,a��i � � NONE �' T �� a� U� c'�g' �� � E E �c o � �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _ ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y � � L . �- o- - Q' °� o� a� �- � a c� �'-' U �� v, .� 3 � �6 �After Hours (ft): � � - �� X� � o� o o� � � a m � �a � � Z � � � MATERIAL DESCRIPTION Light Brown CLAY with gravel, FILL 2.5 20 2.25 23 4.0 Dark Brown CLAY 5 4.5+ 21 4.5+ 21 8.0 Tan CLAY 4.5+ 17 49 17 32 0.0 10 11.0 Tan LIMESTONE 15 20 20.0 A L P H A/� T E S T I N G s°s� B�-�,.sh ���e�ti R<< BOR1NG "O.: 8 � Foi9 Worth, Texns 76! 19 Phone: 817-49G-5600 Sheet 1 of 1 F�,r: sr�-a9�-shns pROJECT NO.: W200681 W H E R E I T A L L B E G I N S ��'��'��'�alPl�atestrng.corn Client: Wilbow Corporation, Inc Location: Fort Worth, TX Project: Llano Springs Phase 7(Primrose Crossing Surface Elevation: Start Date: 3/11/2020 End Date: 3/11/2020 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x ,a��i � � NONE �' T �� a� U� c'�g' �� � E E �c o � �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _ ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y � � L . �- o- - Q' °� o� a� �- � a c� �'-' U �� v, .� 3 � �6 �After Hours (ft): � � - �� X� � o� o o� � � a m � �a � � Z � � � MATERIAL DESCRIPTION Light Brown CLAY, FILL 3.75 26 3.0 26 74 22 52 4.0 Dark Brown CLAY 5 4.5+ 29 4.5+ 25 4.5+ 22 10 13.0 Tan CLAY with gravel 4.5+ 20 15 4.0 24 20 20.0 TEST BORING TERMINATED AT 20 FT A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR1NG "O.: g � Foi9 Worth, Texns 76! 19 Phone: 817-49G-5600 Sheet 1 of 1 F�,r: sr�-a9�-shns pROJECT NO.: W200681 W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn Client: Wilbow Corporation, Inc Location: Fort Worth, TX Project: Llano Springs Phase 7(Primrose Crossing Surface Elevation: Start Date: 3/11/2020 End Date: 3/11/2020 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x ,a��i � � NONE �' T �� a� U� c'�g' �� � E E �c o � �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _ ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y � � L . �- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3 � �6 �After Hours (ft): � � — �� X� � o� o o� � � a m � �a � � Z � � � MATERIAL DESCRIPTION Light Brown CLAY with limestone fragments, FILL 4.0 26 2.0 Dark Brown CLAY 3.25 30 5 4.5+ 2.5 97 24 79 26 53 6.0 Light Brown CLAY with limestone fragments 4.5+ 9 4.5+ 16 10 13.0 Tan CLAY 4.5+ 25 77 27 50 0.0 15 20 20.0 TEST BORING TERMINATED AT 20 FT A L P H A/� T E S T I N G sos8 a,-�,tt, a�«� n�r gORING NO.: � o � Foi9 Worth, Texns 76! 19 Phone: 817-49G-5600 Sheet 1 of 1 F�,r: sr�-a9�-shns pROJECT NO.: W200681 W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn Client: Wilbow Corporation, Inc Location: Fort Worth, TX Project: Llano Springs Phase 7(Primrose Crossing Surface Elevation: Start Date: 3/11/2020 End Date: 3/11/2020 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x °' a o cn " o n o, > � - w. , a� � � � 6 �+ i � N ii � c.� a� � E � �C o � �On ROds (ft): � � 0 ° 3 Y a> � t �N � .� c � � _ ZAftel' Drllling (ft): � �' >C� � o o E � a� mo �•Q o -a � y a� � L . �- o- - Q' °� o� a� �— � a c� �'-' U �� v, . � 3 � �6 �After Hours (ft): � � — �� X� � o� o o� � � a m � �a � � Z � � � MATERIAL DESCRIPTION Brown to Light Brown CLAY with gravel and sand 1 seams, FILL 2.0 17 4.25 18 63 19 44 5 3.5 18 ✓ 2.0 11 3.0 19 10 13.0 Tan CLAY 4.5 23 44 20 24 0.0 15 4.5+ 24 20 20.0 A L P H A/� T E S T I N G s°s� B�-�,.sh ���e�ti R<< BOR1NG "O.: � � � Foi9 Worth, Texns 76! 19 Phone: 817-49G-5600 Sheet 1 of 1 F�,r: sr�-a9�-shns pROJECT NO.: W200681 W H E R E I T A L L B E G I N S ��'��'��'�alPl�atestrng.corn Client: Wilbow Corporation, Inc Location: Fort Worth, TX Project: Llano Springs Phase 7(Primrose Crossing Surface Elevation: Start Date: 3/10/2020 End Date: 3/10/2020 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x � J � � rj >+ �, � � N ii � ��� � � � � -C o � �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _ ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y � � L . �- o- - Q' °� o� a� �- � a c� �'-' U �� v, .� 3 � �6 �After Hours (ft): � � - �� X� � o� o o� � � a m � �a � � Z � � � MATERIAL DESCRIPTION Light Brown CLAY with limestone fragment, FILL 2.5 21 4.0 20 5 3.0 23 6.0 Dark Brown CLAY 3.0 34 4.0 21 75 25 50 0.1 10 11.0 Tan LIMESTONE with clay seams and layers 47 15 ✓ 42 20 20.0 TEST BORING TERMINATED AT 20 FT A L P H A/� T E S T I N G s°s� B�-�,.sh ���e�ti R<< BOR1NG "O.: � z � Foi9 Worth, Texns 76! 19 Phone: 817-49G-5600 Sheet 1 of 1 F�,r: sr�-a9�-shns pROJECT NO.: W200681 W H E R E I T A L L B E G I N S ��'��'��'�alPl�atestrng.corn Client: Wilbow Corporation, Inc Location: Fort Worth, TX Project: Llano Springs Phase 7(Primrose Crossing Surface Elevation: Start Date: 3/10/2020 End Date: 3/10/2020 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x ,a��i � � NONE �' T �� a� U� c'�g' �� � E E �c o � �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _ ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y � � L . �- o- - Q' °� o� a� �- � a c� �'-' U �� v, .� 3 � �6 �After Hours (ft): � � - �� X� � o� o o� � � a m � �a � � Z � � � MATERIAL DESCRIPTION Light Brown CLAY with limestone fragments, FILL 4.25 17 4.5+ 16 4.0 Brown CLAY 5 4.0 17 76 24 52 0.0 6.0 Tan CLAY with calcareous nodules 4.0 17 4.5 16 10 12.0 Tan LIMESTONE 100/ 15 9.25„ 100/ 20 20.0 4.25" TEST BORING TERMINATED AT 20 FT A L P H A/� T E S T I N G sos8 a,-�,tt, a�«� n�r gORING NO.: 13 � Foi9 Worth, Texns 76! 19 Phone: 817-49G-5600 Sheet 1 of 1 F�,r: sr�-a9�-shns pROJECT NO.: W200681 W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn Client: Wilbow Corporation, Inc Location: Fort Worth, TX Project: Llano Springs Phase 7(Primrose Crossing Surface Elevation: Start Date: 3/11/2020 End Date: 3/11/2020 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x ,a��i � � NONE �' T �� a� U� c'�g' �� � E E �c o � �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _ ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y � � L . �- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3 � �6 �After Hours (ft): � � — �� X� � o� o o� � � a m � �a � � Z � � � MATERIAL DESCRIPTION Brown CLAY 2.75 27 2.75 24 5 3.5 23 6.0 Tan CLAY 3.75 15 3.75 16 43 16 27 0.0 10 13.0 Tan and Gray SHALY CLAY 4.0 23 73 24 49 15 4.5+ 19 20 20.0 TEST BORING TERMINATED AT 20 FT A L P H A/� T E S T I N G s°s� B�-�,.sh ���e�ti R<< BOR'"� "°.: � 4 � Foi9 Worth, Texns 76! 19 Phone: 817-49G-5600 Sheet 1 of 1 F�,r: sr�-a9�-shns pROJECT NO.: W200681 W H E R E I T A L L B E G I N S ��'��'��'�alPl�atestrng.corn Client: Wilbow Corporation, Inc Location: Fort Worth, TX Project: Llano Springs Phase 7(Primrose Crossing Surface Elevation: Start Date: 3/11/2020 End Date: 3/11/2020 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x ,a��i � � NONE �' T �� a� U� c'�g' �� � E E �c o � �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _ ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y � � L . �- o- - Q' °� o� a� �- � a c� �'-' U �� v, .� 3 � �6 �After Hours (ft): � � - �� X� � o� o o� � � a m � �a � � Z � � � MATERIAL DESCRIPTION Tan CLAY, FILL 2.0 26 63 20 43 2.5 26 4.0 Dark Brown CLAY 5 4.5+ 24 95 30 65 6.0 Tan CLAY with calcareous nodules 4.5+ 17 4.5 19 10 13.0 Tan SHALY CLAY 4.5+ 26 15 4.5+ 23 20 20.0 TEST BORING TERMINATED AT 20 FT A L P H A/� T E S T I N G s°s� B�-�,.sh ���e�ti R<< BOR1NG "O.: � 5 � Foi9 Worth, Texns 76! 19 Phone: 817-49G-5600 Sheet 1 of 1 F�,r: sr�-a9�-shns pROJECT NO.: W200681 W H E R E I T A L L B E G I N S ��'��'��'�alPl�atestrng.corn Client: Wilbow Corporation, Inc Location: Fort Worth, TX Project: Llano Springs Phase 7(Primrose Crossing Surface Elevation: Start Date: 3/12/2020 End Date: 3/12/2020 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x ,a��i � � NONE �' T �� a� U� c'�g' �� � E E �c o � �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _ ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y � � L . �- o- - Q' °� o� a� �- � a c� �'-' U �� v, .� 3 � �6 �After Hours (ft): � � - �� X� � o� o o� � � a m � �a � � Z � � � MATERIAL DESCRIPTION Light Brown CLAY with limestone fragments, FILL 4.5+ 21 4.5+ 16 84 27 57 0.4 5 4.5+ 14 6.0 Tan CLAY with calcareous deposits 3.5 17 2.75 17 10 13.0 Tan SHALY CLAY 4.5+ 26 15 4.5+ 21 20 20.0 TEST BORING TERMINATED AT 20 FT A L P H A/� T E S T I N G sos8 a,-��tt, a�«� n�r gORING NO.: 16 � Foi9 Worth, Texns 76! 19 Phone: 817-49G-5600 Sheet 1 of 1 F�,r: sr�-a9�-shns pROJECT NO.: W200681 W H E R E I T A L L B E G I N S ��'��'��'�alPl�atestrng.corn Client: Wilbow Corporation, Inc Location: Fort Worth, TX Project: Llano Springs Phase 7(Primrose Crossing Surface Elevation: Start Date: 3/10/2020 End Date: 3/10/2020 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x � J � � 6 >+ �, � � N ii � ��� � � � � -C o � �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _ ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y � � L . �- o- - Q' °� o� a� �- � a c� �'-' U �� v, .� 3 � �6 �After Hours (ft): � � - �� X� � o� o o� � � a m � �a � � Z � � � MATERIAL DESCRIPTION Brown to Light Brown CLAY, FILL 4.25 17 4.5+ 18 53 19 34 4.0 Dark Brown CLAY 5 4.5 16 3.5 29 8.0 Tan CLAY with calcareous deposits 4.5+ 13 48 16 32 0.3 10 100/ 15 9�� ✓ 17.0 Tan LIMESTONE with clay seams and layers 100/ 20 20.0 3.5" TEST BORING TERMINATED AT 20 FT A L P H A/� T E S T I N G s°s� B�-�,.sh ���e�ti R<< BOR1NG "O.: � 7 � Foi9 Worth, Texns 76! 19 Phone: 817-49G-5600 Sheet 1 of 1 F�,r: sr�-a9�-shns pROJECT NO.: W200681 W H E R E I T A L L B E G I N S ��'��'��'�alPl�atestrng.corn Client: Wilbow Corporation, Inc Location: Fort Worth, TX Project: Llano Springs Phase 7(Primrose Crossing Surface Elevation: Start Date: 3/10/2020 End Date: 3/10/2020 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x ,a��i � � NONE �' T �� a� U� c'�g' �� � E E �c o � �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _ ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y � � L . �- o- - Q' °� o� a� �- � a c� �'-' U �� v, .� 3 � �6 �After Hours (ft): � � - �� X� � o� o o� � � a m � �a � � Z � � � MATERIAL DESCRIPTION Brown to Light Brown CLAY with gravel, FILL 2.5 17 1.75 23 5 3.0 30 74 25 49 0.0 6.0 Brown CLAY 4.0 1.7 98 23 84 26 58 8.0 Tan LIMESTONE 10 44 100/ 15 6.5" 100/ 20 20.0 1.75" A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR1NG "O.: � 8 � Foi9 Worth, Texns 76! 19 Phone: 817-49G-5600 Sheet 1 of 1 F�,r: sr�-a9�-shns pROJECT NO.: W200681 W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn Client: Wilbow Corporation, Inc Location: Fort Worth, TX Project: Llano Springs Phase 7(Primrose Crossing Surface Elevation: Start Date: 3/11/2020 End Date: 3/11/2020 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x � J � � 6 >+ �, � � N ii � ��� � � � � -C o � �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _ ZAftel' Drllling (ft): 14 �' >C� � o o E � a� mo �•Q o -o � y � � L . �- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3 � �6 �After Hours (ft): � � — �� X� � o� o o� � � a m � �a � � Z � � � MATERIAL DESCRIPTION Light Brown CLAY, FILL 2.5 22 2.75 19 4.0 Dark Brown CLAY 5 3.5 33 4.0 17 60 19 41 0.0 8.0 Tan CLAY with limestone fragments 4.25 15 10 13.0 Tan LIMESTONE 1 15 23 ✓ 70 20 20.0 TEST BORING TERMINATED AT 20 FT A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR1NG "O.: � g � Foi9 Worth, Texns 76! 19 Phone: 817-49G-5600 Sheet 1 of 1 F�,r: sr�-a9�-shns pROJECT NO.: W200681 W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn Client: Wilbow Corporation, Inc Location: Fort Worth, TX Project: Llano Springs Phase 7(Primrose Crossing Surface Elevation: Start Date: 3/11/2020 End Date: 3/11/2020 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x ,a��i � � NONE �' T �� a� U� c'�g' �� � E E �c o � �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _ ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y � � L . �- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3 � �6 �After Hours (ft): � � — �� X� � o� o o� � � a m � �a � � Z � � � MATERIAL DESCRIPTION Brown to Light Brown CLAY, FILL 4.5+ 26 2.0 Dark Brown CLAY 4.25 26 71 23 48 1.7 4.0 Brown CLAY with limestone fragments 5 4.5+ 22 3.25 24 3.5 43 10 13.0 Tan SHALY CLAY 4.5+ 26 15 3.5 29 20 20.0 TEST BORING TERMINATED AT 20 FT A L P H A/� T E S T I N G s�s� B'-u.sh �'�e`ti R`,. BORiN� No.: zo � Foi9 Worth, Texns 76! 19 Phone: 817-49G-5600 Sheet 1 of 1 F�,r: sr�-a9�-shns pROJECT NO.: W200681 W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn Client: Wilbow Corporation, Inc Location: Fort Worth, TX Project: Llano Springs Phase 7(Primrose Crossing Surface Elevation: Start Date: 3/12/2020 End Date: 3/12/2020 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x � � � �2 >+ �, �� a� U� c'.� �a� � E � -c o � �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _ ZAftel' Drllling (ft): 13 �' >C� � o o E � a� mo �•Q o -o � y � � L . �- o- - Q' °� o� a� �- � a c� �'-' U �� v, .� 3 � �6 �After Hours (ft): � � - �� X� � o� o o� � � a m � �a � � Z � � � MATERIAL DESCRIPTION Brown to Light Brown CLAY, FILL 4.5+ 19 2.0 Brown CLAY 4.5+ 15 0.0 4.0 Tan CLAY 5 4.5 1.9 117 14 76 25 51 3.0 13 9.0 Tan WEATHERED LIMESTONE 46 14 10 ✓ 1 13.0 Tan SHALY CLAY 2.75 28 15 4.0 23 20 20.0 TEST BORING TERMINATED AT 20 FT A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR1NG "O.: 21 � Foi9 Worth, Texns 76! 19 Phone: 817-49G-5600 Sheet 1 of 1 F�,r: sr�-a9�-shns pROJECT NO.: W200681 W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn Client: Wilbow Corporation, Inc Location: Fort Worth, TX Project: Llano Springs Phase 7(Primrose Crossing Surface Elevation: Start Date: 3/10/2020 End Date: 3/10/2020 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x ,a��i � � NONE �' T �� a� U� c'�g' �� � E E �c o � �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _ ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y � � L . �- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3 � �6 �After Hours (ft): � � — �� X� � o� o o� � � a m � �a � � Z � � � MATERIAL DESCRIPTION Brown CLAY 2.5 29 2.5 26 74 23 51 0.1 5 3.5 20 6.0 Tan and Gray CLAY 3.25 22 4.5+ 22 64 21 43 10 4.5+ 16 15 100/ 20 20.0 3.75" TEST BORING TERMINATED AT 20 FT A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR1NG "O.: 22 � Foi9 Worth, Texns 76! 19 Phone: 817-49G-5600 Sheet 1 of 1 F�,r: sr�-a9�-shns pROJECT NO.: W200681 W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn Client: Wilbow Corporation, Inc Location: Fort Worth, TX Project: Llano Springs Phase 7(Primrose Crossing Surface Elevation: Start Date: 3/11/2020 End Date: 3/11/2020 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x ,a��i � � NONE �' T �� a� U� c'�g' �� � E E �c o � �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _ ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y � � L . �- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3 � �6 �After Hours (ft): � � — �� X� � o� o o� � � a m � �a � � Z � � � MATERIAL DESCRIPTION Dark Brown CLAY 3.5 29 67 24 43 3.5 23 4.0 Tan CLAY 5 3.5 24 2.5 22 8.0 Tan SHALY CLAY 4.5+ 21 10 4.5+ 21 15 15.0 Tan LIMESTONE with clay seams and layers 17.0 Gray LIMESTONE with shale seams 100/ 20 20.0 4�� TEST BORING TERMINATED AT 20 FT A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR'"� "°.: z3 � Foi9 Worth, Texns 76! 19 Phone: 817-49G-5600 Sheet 1 of 1 F�,r: sr�-a9�-shns pROJECT NO.: W200681 W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn Client: Wilbow Corporation, Inc Location: Fort Worth, TX Project: Llano Springs Phase 7(Primrose Crossing Surface Elevation: Start Date: 3/11/2020 End Date: 3/11/2020 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x ,a��i � � NONE �' T �� a� U� c'�g' �� � E E �c o � �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _ ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y � � L . �- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3 � �6 �After Hours (ft): � � — �� X� � o� o o� � � a m � �a � � Z � � � MATERIAL DESCRIPTION Dark Brown CLAY 3.5 32 82 29 53 4.0 30 4.0 Tan CLAY with calcareous nodules 5 4.5+ 16 4.0 18 54 22 32 0.1 3.75 20 10 10.0 Tan LIMESTONE with clay seams and layers 15 26 18.0 Gray LIMESTONE with shale seams 100/ 20 20.0 2.75„ TEST BORING TERMINATED AT 20 FT A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR'"� "°.: z4 � Foi9 Worth, Texns 76! 19 Phone: 817-49G-5600 Sheet 1 of 1 F�,r: sr�-a9�-shns pROJECT NO.: W200681 W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn Client: Wilbow Corporation, Inc Location: Fort Worth, TX Project: Llano Springs Phase 7(Primrose Crossing Surface Elevation: Start Date: 3/12/2020 End Date: 3/12/2020 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x ,a��i � � NONE �' T �� a� U� c'�g' �� � E E �c o � �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _ ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y � � L . �- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3 � �6 �After Hours (ft): � � — �� X� � o� o o� � � a m � �a � � Z � � � MATERIAL DESCRIPTION Brown CLAY 4.0 27 83 26 57 4.5+ 21 3.0 Tan WEATHERED LIMESTONE 48 15 4.0 Tan CLAY with calcareous deposits 5 3.5 18 4.25 15 8.0 Tan SHALY CLAY 3.5 27 10 4.5+ 22 69 22 47 0.0 15 4.5+ 21 20 20.0 TEST BORING TERMINATED AT 20 FT A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR1NG "O.: 25 � Foi9 Worth, Texns 76! 19 Phone: 817-49G-5600 Sheet 1 of 1 F�,r: sr�-a9�-shns pROJECT NO.: W200681 W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn Client: Wilbow Corporation, Inc Location: Fort Worth, TX Project: Llano Springs Phase 7(Primrose Crossing Surface Elevation: Start Date: 3/11/2020 End Date: 3/11/2020 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x ,a��i � � NONE �' T �� a� U� c'�g' �� � E E �c o � �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _ ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y � � L . �- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3 � �6 �After Hours (ft): � � — �� X� � o� o o� � � a m � �a � � Z � � � MATERIAL DESCRIPTION Brown CLAY 3.25 26 2.0 Tan CLAY with calcareous deposits 4.0 18 53 19 34 5 3.0 19 6.0 Tan and Gray SHALY CLAY 4.5+ 18 76 24 52 8.0 4.5+ 18 10 12.0 Tan LIMESTONE with clay seams and layers 15 60 16.0 Gray LIMESTONE with shale seams 100/ 20 20.0 2.5" TEST BORING TERMINATED AT 20 FT A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR1NG "O.: 26 � Foi9 Worth, Texns 76! 19 Phone: 817-49G-5600 Sheet 1 of 1 F�,r: sr�-a9�-shns pROJECT NO.: W200681 W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn Client: Wilbow Corporation, Inc Location: Fort Worth, TX Project: Llano Springs Phase 7(Primrose Crossing Surface Elevation: Start Date: 3/11/2020 End Date: 3/11/2020 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x ,a��i � � NONE �' T �� a� U� c'�g' �� � E E �c o � �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _ ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y � � L . �- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3 � �6 �After Hours (ft): � � — �� X� � o� o o� � � a m � �a � � Z � � � MATERIAL DESCRIPTION Dark Brown CLAY 3.5 29 2.0 Brown GRAVELLY CLAY 4.0 16 66 22 44 4.0 Tan SHALY CLAY 5 4.25 23 73 26 47 0.7 4.5+ 20 70 3.75 22 10 10.0 Tan LIMESTONE with clay seams and layers �00/ 16 5.5" 100/ � 8 15 ��� 18.0 Gray LIMESTONE with shale seams 100/ � 8 20 20.0 2.5" TEST BORING TERMINATED AT 20 FT A L P H A/� T E S T I N G s°s� B�-u.�h ���e�ti R<< BOR1NG "O.: 27 � Foi9 Worth, Texns 76! 19 Phone: 817-49G-5600 Sheet 1 of 1 F�,r: sr�-a9�-shns pROJECT NO.: W200681 W H E R E I T A L L B E G I N S ��'��'��' alPh�testrng.corn Client: Wilbow Corporation, Inc Location: Fort Worth, TX Project: Llano Springs Phase 7(Primrose Crossing Surface Elevation: Start Date: 3/12/2020 End Date: 3/12/2020 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (Ibs / in): 140 / 30 GROUND WATER OBSERVATIONS � �•� � E.-. a� � � x ,a��i � � NONE �' T �� a� U� c'�g' �� � E E �c o � �On ROds (ft): � � 0 ° 3 Y a� � t �N v� .� c J J - _ ZAftel' Drllling (ft): DRY �' >C� � o o E � a� mo �•Q o -o � y � � L . �- o- - Q' °� o� a� �— � a c� �'-' U �� v, .� 3 � �6 �After Hours (ft): � � — �� X� � o� o o� � � a m � �a � � Z � � � MATERIAL DESCRIPTION Brown CLAY 4.5+ 21 69 24 45 2.0 Tan CLAY 4.5+ 2.g 111 18 4.5+ 21 5 5.0 Tan WEATHERED LIMESTONE 69 11 6.0 Tan CLAY 4.0 19 8.0 Tan SHALY CLAY 3.0 25 10 4.5+ 20 15 18.0 Gray LIMESTONE with shale seams 100/ 20 20.0 6.25" TEST BORING TERMINATED AT 20 FT ALPHA/� � TESTING KEY TO SOIL SYMBOLS AND CLASSIFICATIONS 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 � (GM), SILTY GRAVEL � (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 � TEXAS CONE PENETRATION ❑ROCK CORE (2" ID except where noted otherwise) RELATIVE DENSITY OF COHESIONLESS SOILS (blows/ft� VERYLOOSE 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 4 TO 15 16 TO 25 26 TO 35 OVER 35 RELATIVE PROPORTIONS (%� TRACE LITTLE SOME AND 1 TO 10 11 TO 20 21 TO 35 36 TO 50 PARTICLE SIZE IDENTIFICATION (DIAMETERI 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 0.07mmT00.4mm 0.002 mm TO 0.07 mm LESS THAN 0.002 mm GR-01 60 00 Product Requirements Page 1 of 1 Ventana Phase 5A CPN 102574 GR-01 60 00 PRODUCT REQUIREMENTS Primrose Crossing Phase 7 CPN 102722 CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: September 06, 2019 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 Approval Spec No. Classsification Manufacturer Model No. National Spec SizeWater & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/16)07/23/97 33 05 13 Urethane Hydrophilic Waterstop Asahi Kogyo K.K. Adeka Ultra-Seal P-201 ASTM D2240/D412/D79204/26/00 33 05 13 Offset Joint for 4' Diam. MH Hanson Concrete Products Drawing No. 35-0048-00104/26/00 33 05 13 Profile Gasket for 4' Diam. MH. Press-Seal Gasket Corp. 250-4G Gasket ASTM C-443/C-361 SS MH1/26/99 33 05 13 HDPE Manhole Adjustment Rings Ladtech, Inc HDPE Adjustment Ring Non-traffic area5/13/05 33 05 13 Manhole External Wrap Canusa - CPS WrapidSeal 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.Updated: 09/06/2019* From Original Standard Products ListClick to Return to the Table of Content1 Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY 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.Updated: 09/06/2019Water & Sewer - Manholes & Bases/Fiberglass 33-39-13 (1/8/13)1/26/99 33 39 13 Fiberglass Manhole Fluid Containment, Inc. Flowtite ASTM 3753 Non-traffic area08/30/06 33 39 13 Fiberglass Manhole L.F. ManufacturingNon-traffic area* From Original Standard Products ListClick to Return to the Table of Content2 Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY 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.Updated: 09/06/2019Water & Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16)* 33 05 13 Manhole Frames and Covers Western Iron Works, Bass & Hays Foundry 1001 24"x40" WD* From Original Standard Products ListClick to Return to the Table of Content3 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.Updated: 09/06/2019Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16)*33 05 13 Manhole Frames and CoversWestern Iron Works, Bass & Hays Foundry3002424" Dia.*33 05 13 Manhole Frames and CoversMcKinley Iron Works Inc.A 24 AM24" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryR-1272ASTM A48 & AASHTO M30624" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryR- 165-LM (Hinged)ASTM A48 & AASHTO M30624" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryNF 1274ASTM A48 & AASHTO M30630" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryR-1743-LM (Hinged)ASTM A48 & AASHTO M30630" dia.33 05 13 Manhole Frames and CoversSigma CorporationMH-144N33 05 13 Manhole Frames and CoversSigma CorporationMH-143N33 05 13 Manhole Frames and CoversPont-A-MoussonGTS-STD24" dia.33 05 13 Manhole Frames and CoversNeenah Casting24" dia.10/31/06 33 05 13 Manhole Frames and Covers (Hinged)PowersealHinged Ductile Iron Manhole ASTM A53624" Dia.7/25/03 33 05 13 Manhole Frames and CoversSaint-Gobain Pipelines (Pamrex/rexus)RE32-R8FS30" Dia.01/31/06 33 05 1330" Dia. MH Ring and CoverEast Jordan Iron WorksV1432-2 and V1483 DesignsAASHTO M306-0430" Dia.11/02/10 33 05 1330" Dia. MH Ring and CoverSigma CorporationMH1651FWN & MH1650230" Dia07/19/11 33 05 1330" Dia. MH Ring and CoverStar Pipe ProductsMH32FTWSS-DC 30" Dia08/10/11 33 05 1330" Dia. MH Ring and CoverAccucast220700 Heavy Duty with Gasket Ring30" Dia10/14/13 33 05 1330" Dia. MH Ring and Cover (Hinged & Lockable)East Jordan Iron Works 30" ERGO XL Assembly with Cam Lock/MPIC/T-Gasket ASSHTO M105 & ASTM A53630" Dia06/01/17 34 05 1330" Dia. MH Ring and Cover (Hinged & Lockable) CISIP Industries2280 (32")ASTM A 4830" Dia.09/16/19 33 05 13.1030" Dia. MH Ring and Cover Composite Access Products, L.P.CAP-ONE-30-FTW, Composite, w/ Lock w/o Hing30" Dia.* From Original Standard Products ListClick to Return to the Table of Content4 Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY 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.Updated: 09/06/2019Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/16)* 33 05 13 Manhole Frames and Covers Pont-A-Mousson Pamtight 24" Dia.* 33 05 13 Manhole Frames and Covers Neenah Casting24" Dia.* 33 05 13 Manhole Frames and Covers Western Iron Works,Bass & Hays Foundry 300-24P 24" Dia.* 33 05 13 Manhole Frames and Covers McKinley Iron Works Inc. WPA24AM 24" Dia.03/08/00 33 05 13 Manhole Frames and Covers Accucast RC-2100 ASTM A 48 24" Dia.04/20/01 33 05 13 Manhole Frames and Covers (SIP)Serampore Industries Private Ltd. 300-24-23.75 Ring and Cover ASTM A 48 24" Dia.* From Original Standard Products ListClick to Return to the Table of Content5 Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY 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.Updated: 09/06/2019Water & Sewer - Manholes & Bases/Precast Concrete (Rev 1/8/13)* 33 39 10 Manhole, Precast Concrete Hydro Conduit Corp SPL Item #49 ASTM C 478 48"* 33 39 10 Manhole, Precast Concrete Wall Concrete Pipe Co. Inc. ASTM C-443 48"09/23/96 33 39 10 Manhole, Precast Concrete Concrete Product Inc. 48" I.D. Manhole w/ 32" Cone ASTM C 478 48" w/32" cone05/08/18 33 39 10 Manhole, Precast Concrete The Turner Company 48", 60" I.D. Manhole w/ 32" Cone ASTM C 478 48", 60"10/27/06 33 39 10 Manhole, Precast Concrete Oldcastle Precast Inc.48" I.D. Manhole w/ 24" Cone ASTM C 478 48" Diam w 24" Ring06/09/10 33 39 10 Manhole, Precast (Reinforce Polymer)Concrete US Composite Pipe Reinforced Polymer Concrete ASTM C-76 48" to 72"09/06/19 33 39 20 Manhole, Precast Concrete Forterra Pipe and Precast 60" & 72" I.D. Manhole w/32" Cone ASTM C-76 60" & 72"* From Original Standard Products ListClick to Return to the Table of Content6 Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY 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.Updated: 09/06/2019Water & Sewer - Manholes & Bases/Rehab Systems/Cementitious* E1-14 Manhole Rehab Systems Quadex04/23/01 E1-14 Manhole Rehab Systems Standard Cement Materials, Inc. Reliner MSPE1-14 Manhole Rehab Systems AP/M Permaform4/20/01 E1-14 Manhole Rehab System Strong Company Strong Seal MS2A Rehab System5/12/03 E1-14 Manhole Rehab System (Liner) Poly-triplex Technologies MH repair product to stop infiltration ASTM D581308/30/06 General Concrete Repair FlexKrete Technologies Vinyl Polyester Repair Product Misc. Use* From Original Standard Products ListClick to Return to the Table of Content7 Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY 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.Updated: 09/06/2019Water & Sewer - Manholes & Bases/Rehab Systems/NonCementitious05/20/96 E1-14 Manhole Rehab Systems Sprayroq, Spray Wall Polyurethane Coating ASTM D639/D790* E1-14 Manhole Rehab Systems Sun Coast12/14/01 Coating for Corrosion protection(Exterior) ERTECH Series 20230 and 2100 (Asphatic Emulsion)For Exterior Coating of Concrete Structures Only01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, S1HB, S1, S2 Acid Resistance Test Sewer Applications8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications08/30/06 Coatings for Corrosion Protection Citadel SLS-30 Solids Epoxy Sewer 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 Content8 Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY 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.Updated: 09/06/2019Water & Sewer - Manhole Inserts - Field Operations Use Only (Rev 2/3/16)* 33 05 13 Manhole Insert Knutson Enterprises Made to Order - Plastic ASTM D 1248 For 24" dia.* 33 05 13 Manhole Insert South Western Packaging Made to Order - Plastic ASTM D 1248 For 24" dia.* 33 05 13 Manhole Insert Noflow-Inflow Made to Order - Plastic ASTM D 1248 For 24" dia.09/23/96 33 05 13 Manhole Insert Southwestern Packing & Seals, Inc. LifeSaver - Stainless Steel For 24" dia.09/23/96 33 05 13 Manhole Insert Southwestern Packing & Seals, Inc. TetherLok - Stainless Steel For 24" dia* From Original Standard Products ListClick to Return to the Table of Content9 Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY 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.Updated: 09/06/2019Water & Sewer - Pipe Casing Spacers 33-05-24 (07/01/13)11/04/02 Steel Band Casing Spacers Advanced Products and Systems, Inc. Carbon Steel Spacers, Model SI02/02/93 Stainless Steel Casing Spacer Advanced Products and Systems, Inc. Stainless Steel Spacer, Model SSI04/22/87 Casing Spacers Cascade Waterworks Manufacturing Casing Spacers09/14/10 Stainless Steel Casing Spacer Pipeline Seal and Insulator Stainless Steel Casing Spacer Up to 48"09/14/10 Coated Steel Casin Spacers Pipeline Seal and Insulator Coated Steel Casin Spacers Up to 48" 05/10/11 Stainless Steel Casing Spacer Powerseal 4810 Powerchock Up to 48"03/19/18 Casing Spacers BWM SS-12 Casing Spacer(Stainless Steel)03/19/18 Casing Spacers BWMFB-12 Casing Spacer (Coated Carbon Steel) for Non_pressure Pipe and Grouted Casing* From Original Standard Products ListClick to Return to the Table of Content10 Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY 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.Updated: 09/06/2019Water & Sewer - Pipes/Ductile Iron 33-11-10(1/8/13)* 33 11 10 Ductile Iron Pipe Griffin Pipe Products, Co. Super Bell-Tite Ductile Iron Pressure Pipe, AWWA C150, C1513" thru 24"08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co.American Fastite Pipe (Bell Spigot) AWWA C150, C151 4" thru 30"08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co.American Flex Ring (Restrained Joint) AWWA C150, C151 4" thru 30"* 33 11 10 Ductile Iron Pipe U.S. Pipe and Foundry Co. AWWA C150, C151* 33 11 10 Ductile Iron Pipe McWane Cast Iron Pipe Co. AWWA C150, C151* From Original Standard Products ListClick to Return to the Table of Content11 Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY 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.Updated: 09/06/2019Water & Sewer - Utility Line Marker (08/24/2018)* From Original Standard Products ListClick to Return to the Table of Content12 Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY 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.Updated: 09/06/2019Sewer - Coatings/Epoxy 33-39-60 (01/08/13)02/25/02 Epoxy Lining System Sauereisen, Inc SewerGard 210RS LA County #210-1.3312/14/01 Epoxy Lining System Ertech Technical Coatings Ertech 2030 and 2100 Series04/14/05 Interior Ductile Iron Pipe Coating Induron Protecto 401 ASTM B-117 Ductile Iron Pipe Only01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, S1HB, S1, S2 Acid Resistance Test Sewer Applications8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications* From Original Standard Products ListClick to Return to the Table of Content13 Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY 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.Updated: 09/06/2019Sewer - Coatings/Polyurethane* From Original Standard Products ListClick to Return to the Table of Content14 Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY 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.Updated: 09/06/2019Sewer - Combination Air Valves 05/25/18 33-31-70 Air Release Valve A.R.I. USA, Inc. D025LTP02(Composite Body) 2"* From Original Standard Products ListClick to Return to the Table of Content15 Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY 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.Updated: 09/06/2019Sewer - Pipes/Concrete* E1-04 Conc. Pipe, Reinforced Wall Concrete Pipe Co. Inc. ASTM C 76* E1-04 Conc. Pipe, Reinforced Hydro Conduit Corporation Class III T&G, SPL Item #77 ASTM C 76* E1-04 Conc. Pipe, Reinforced Hanson Concrete Products SPL Item #95-Manhole, #98- PipeASTM C 76* E1-04 Conc. Pipe, Reinforced Concrete Pipe & Products Co. Inc. ASTM C 76* From Original Standard Products ListClick to Return to the Table of Content16 Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY 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.Updated: 09/06/2019Sewer - Pipe Enlargment System (Method)33-31-23 (01/18/13)PIM System PIM Corporation Polyethylene PIM Corp., Piscata Way, N.J. Approved PreviouslyMcConnell Systems McLat Construction Polyethylene Houston, Texas Approved PreviouslyTRS Systems Trenchless Replacement System Polyethylene Calgary, Canada Approved Previously* From Original Standard Products ListClick to Return to the Table of Content17 Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY 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.Updated: 09/06/2019Sewer - Pipe/Fiberglass Reinforced Pipe 33-31-13(1/8/13)7/21/97 33 31 13 Cent. Cast Fiberglass Hobas Pipe USA, Inc. Hobas Pipe (Non-Pressure) ASTM D3262/D375403/22/10 33 31 13 Fiberglass Pipe Ameron Bondstrand RPMP Pipe ASTM D3262/D375410/30/03 Glass-Fiber Reinforced Polymer Pipe Thompson Pipe Group Flowtite ASTM D3262/D37544/14/05 Polymer Modified Concrete Pipe Amitech USA Meyer Polycrete Pipe ASTM C33, A276, F477 8" to 102", Class V06/09/10 E1-9 Reinforced Polymer Concrete Pipe US Composite Pipe Reinforced Polymer Concrete Pipe ASTM C-76* From Original Standard Products ListClick to Return to the Table of Content18 Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY 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.Updated: 09/06/2019Sewer - Pipes/HDPE 33-31-23(1/8/13)* High-density polyethylene pipe Phillips Driscopipe, Inc. Opticore Ductile Polyethylene Pipe ASTM D 1248 8"* High-density polyethylene pipe Plexco Inc. ASTM D 1248 8"* High-density polyethylene pipe Polly Pipe, Inc. ASTM D 1248 8"High-density polyethylene pipe CSR Hydro Conduit/Pipeline Systems McConnell Pipe Enlargement ASTM D 1248* From Original Standard Products ListClick to Return to the Table of Content19 Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY 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.Updated: 09/06/2019Sewer - Pipes/PVC (Pressure Sewer) 33-11-12 (4/1/13)12/02/11 33-11-12 DR-14 PVC Pressure Pipe Pipelife Jetstream PVC Pressure Pipe AWWA C900 4" thru 12"10/22/14 33-11-12 DR-14 PVC Pressure Pipe Royal Building Products Royal Seal PVC Pressure Pipe AWWA C900 4" thru 12"* From Original Standard Products ListClick to Return to the Table of Content20 Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY 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.Updated: 09/06/2019Sewer - Pipes/PVC* 33-31-20 (7/1/13)* 33-31-20 PVC Sewer Pipe Certain-Teed Products Corp ASTM D 3034 4" thru 15"* 33-31-20 PVC Sewer Pipe Napco Manufacturing CorpASTM D 3034, D 17844" & 8"* 33-31-20 PVC Sewer Pipe J-M Manufacturing Co., Inc. (JM Eagle) ASTM D 3034 4" - 15"12/23/97* 33-31-20 PVC Sewer Pipe Diamond Plastics Corporation SDR-26 and SDR-35 ASTM F 789, ASTM D 30344" thru 15"* 33-31-20 PVC Sewer Pipe Lamson Vylon Pipe ASTM F 789 4" thru 15"33-31-20 PVC Sewer Pipe Royal Building Products Royal Seal Solid Wall Pipe SDR 26 & 35 ASTM 3034 4" thru 15"01/18/18 33-31-20 PVC Sewer Pipe Vinyltech PVC Pipe Gravity Sewer ASTM D3034 4" thru 15"11/11/98 33-31-20 PVC Sewer Pipe Diamond Plastics Corporation "S" Gravity Sewer Pipe ASTM F 679 18" to 27"* 33-31-20 PVC Sewer Pipe J-M Manufacturing Co, Inc. (JM Eagle) ASTM F 679 18" - 27"09/11/12 33-31-20 PVC Sewer Pipe Pipelife Jet Stream SDR-26 and SDr-35 ASTM F-679 18"05/06/0533-31-20PVC Solid Wall Pipe Diamond Plastics CorporationPS 46 ASTM F-679 18" to 48"04/27/0633-31-20PVC Sewer Fittings HarcoSDR-26 and SDR-35 Gasket Fittings ASTM D-3034, D-1784, etc 4" - 15"*33-31-20PVC Sewer Fittings Plastic Trends, In.cGasketed PVC Sewer Main Fittings ASTM D 303411/17/99E100-2Closed Profile PVC Pipe Diamond Plastics CorporationASTM 1803/F794 18" to 48"3/19/2018 33 31 20 PVC Sewer Pipe Pipelife Jet Stream SDR 35 ASTM F679 18"- 24"3/19/2018 33 31 20 PVC Sewer Pipe Pipelife Jet Stream SDR 26 ASTM D3034 4"- 15"3/29/2019 33 31 20Gasketed Fittings (PVC)GPK Products, Inc. SDR 26 ASTM D3034/F-679 4"- 15"9/6/2019 33 31 20 PVC Sewer Pipe NAPCO SDR 26, SDR 35 ASTM D3034 4" - 8"9/6/2019 33 31 20 PVC Sewer Pipe Sanderson Pipe Corp. SDR 26, SDR 35 ASTM D3034 8"* From Original Standard Products ListClick to Return to the Table of Content21 Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY 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.Updated: 09/06/2019Sewer - Pipes/Rehab/CIPP 33-31-12 (01/18/13)* Cured in Place Pipe Insituform Texark, Inc ASTM F 121605/03/99 Cured in Place Pipe National Envirotech Group National Liner, (SPL) Item #27 ASTM F-1216/D-581305/29/96 Cured in Place Pipe Reynolds Inc/Inliner Technolgy (Inliner USA) Inliner Technology ASTM F 1216* From Original Standard Products ListClick to Return to the Table of Content22 Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY 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.Updated: 09/06/2019Sewer - Pipes/Rehab/Fold & Form* Fold and Form Pipe Cullum Pipe Systems, Inc.11/03/98 Fold and Form Pipe Insituform Technologies, Inc. Insituform "NuPIpe" ASTM F-1504Fold and Form Pipe American Pipe & Plastics, Inc.Demo. Purpose Only12/04/00 Fold and Form Pipe Ultraliner Ultraliner PVC Alloy Pipeliner ASTM F-1504, 1871, 186706/09/03 Fold and Form Pipe Miller Pipeline Corp. EX Method ASTM F-1504, F-1947 Up to 18" diameter* From Original Standard Products ListClick to Return to the Table of Content23 Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY 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.Updated: 09/06/2019Sewer - Pipes/Open Profile Large Diameter09/26/91 E100-2 PVC Sewer Pipe, Ribbed Lamson Vylon Pipe Carlon Vylon H.C. Closed Profile Pipe, ASTM F 679 18" to 48"09/26/91 E100-2 PVC Sewer Pipe, Ribbed Extrusion Technologies, Inc. Ultra-Rib Open Profile Sewer Pipe ASTM F 679 18" to 48"E100-2 PVC Sewer Pipe, Ribbed Uponor ETI Company11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Double Wall Advanced Drainage Systems (ADS) SaniTite HP Double Wall (Corrugated)ASTM F 2736 24"-30"11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Triple Wall Advanced Drainage Systems (ADS) SaniTite HP Triple Wall Pipe ASTM F 2764 30" to 60"05/16/11 Steel Reinforced Polyethylene Pipe ConTech Construction Products Durmaxx ASTM F 2562 24" to 72"* From Original Standard Products ListClick to Return to the Table of Content24 Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY 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.Updated: 09/06/2019Water - Appurtenances 33-12-10 (07/01/13)01/18/18 33-12-10 Double Strap Saddle Romac 202NS Nylon Coated AWWA C800 1"-2" SVC, up to 24" Pipe08/28/02 Double Strap Saddle Smith Blair #317 Nylon Coated Double Strap Saddle07/23/12 33-12-10 Double Strap Service Saddle Mueller Company DR2S Double (SS) Strap DI Saddle AWWA C800 1"-2" SVC, up to 24" Pipe10/27/87 Curb Stops-Ball Meter Valves McDonald 6100M,6100MT & 610MT 3/4" and 1"10/27/87 Curb Stops-Ball Meter Valves McDonald 4603B, 4604B, 6100M, 6100TM and 6101M 1½" and 2"5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Ford Meter Box Co., Inc.FB600-7NL, FB1600-7-NL, FV23-777-W-NL, L22-77NL AWWA C800 2"5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Ford Meter Box Co., Inc.FB600-6-NL, FB1600-6-NL, FV23-666-W-NL, L22-66NL AWWA C800 1-1/2"5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Ford Meter Box Co., Inc.FB600-4-NL, FB1600-4-NL, B11-444-WR-NL, B22444-WR-NL, L28-44NL AWWA C800 1"5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Mueller Co., Ltd.B-25000N, B-24277N-3, B-20200N-3, H-15000N, , H-1552N, H142276NAWWA C800, ANSF 61, ANSI/NSF 372 2"5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Mueller Co., Ltd.B-25000N, B-20200N-3, B-24277N-3,H-15000N, H-14276N, H-15525NAWWA C800, ANSF 61, ANSI/NSF 372 1-1/2"5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Mueller Co., Ltd.B-25000N, B-20200N-3,H-15000N, H-15530NAWWA C800, ANSF 61, ANSI/NSF 372 1"01/26/00 Coated Tapping Saddle with Double SS Straps JCM Industries, Inc. #406 Double Band SS Saddle 1"-2" Taps on up to 12" 0/5/21/12 33-12-25 Tapping Sleeve (Coated Steel) JCM Industries, Inc. 412 Tapping Sleeve ESS AWWA C-223 Up to 30" w/12" Out05/10/11 Tapping Sleeve (Stainless Steel) Powerseal 3490AS (Flange) & 3490MJ 4"-8" and 16"02/29/12 33-12-25 Tapping Sleeve (Coated Steel) Romac FTS 240 AWWA C-223 U p to 42" w/24" Out02/29/12 33-12-25 Tapping Sleeve (Stainless Steel) Romac SST Stainless Steel AWWA C-223 Up to 24" w/12" Out02/29/12 33-12-25 Tapping Sleeve (Stainless Steel) Romac SST III Stainless Steel AWWA C-223 Up to 30" w/12" Out05/10/11 Joint Repair Clamp Powerseal 3232 Bell Joint Repair Clamp4" to 30"Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW37C-12-1EPAF FTWPlastic Meter Box w/Composite Lid DFW Plastics Inc. DFW39C-12-1EPAF FTW08/30/06 Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW65C-14-1EPAF FTW Class "A"Concrete Meter Box Bass & Hays CMB37-B12 1118 LID-9Concrete Meter Box Bass & Hays CMB-18-Dual 1416 LID-9Concrete Meter Box Bass & Hays CMB65-B65 1527 LID-9* From Original Standard Products ListClick to Return to the Table of Content25 Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY 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.Updated: 09/06/2019Water - Bolts, Nuts, and Gaskets 33-11-05 (01/08/13)* From Original Standard Products ListClick to Return to the Table of Content26 Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY 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.Updated: 09/06/2019Water - Combination Air Release 33-31-70 (01/08/13)* E1-11 Combination Air Release Valve GA 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 Valve Multiplex Manufacturing Co.Crispin Air and Vacuum Valves, Model No. 1/2", 1" & 2"* E1-11 Combination Air Release Valve Valve and Primer Corp. APCO #143C, #145C and #147C 1", 2" & 3"* From Original Standard Products ListClick to Return to the Table of Content27 Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY 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.Updated: 09/06/2019Water - Dry Barrel Fire Hydrants 33-12-40 (01/15/14)10/01/87 E-1-12 Dry Barrel Fire Hydrant American-Darling Valve Drawing Nos. 90-18608, 94-18560 AWWA C-50203/31/88 E-1-12 Dry Barrel Fire Hydrant American Darling Valve Shop Drawing No. 94-18791 AWWA C-50209/30/87 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Shop Drawing No. D-19895 AWWA C-50201/12/93 E-1-12 Dry Barrel Fire Hydrant American AVK Company Model 2700 AWWA C-50208/24/88 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Drawings D20435, D20436, B20506 AWWA C-502E-1-12 Dry Barrel Fire Hydrant ITT Kennedy Valve Shop Drawing No. D-80783FW AWWA C-50209/24/87 E-1-12 Dry Barrel Fire Hydrant M&H Valve Company Shop Drawing No. 13476 AWWA C-50210/14/87 E-1-12 Dry Barrel Fire Hydrant Mueller CompanyShop Drawings No. 6461 A-423 Centurion AWWA C-50201/15/88 E1-12 Dry Barrel Fire Hydrant Mueller CompanyShop Drawing FH-12A-423 Super Centurion 200 AWWA C-50210/09/87 E-1-12 Dry Barrel Fire Hydrant U.S. Pipe & Foundry Shop Drawing No. 960250 AWWA C-50209/16/87 E-1-12 Dry Barrel Fire Hydrant Waterous Company Shop Drawing No. SK740803 AWWA C-50208/12/16 33-12-40 Dry Barrel Fire Hydrant EJ (East Jordan Iron Works) WaterMaster 5CD250* From Original Standard Products ListClick to Return to the Table of Content28 Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY 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.Updated: 09/06/2019Water - Meters02/05/93 E101-5 Detector Check Meter Ames Company Model 1000 Detector Check Valve AWWA C550 4" - 10"08/05/04 Magnetic Drive Vertical Turbine Hersey Magnetic Drive Vertical AWWA C701, Class 1 3/4" - 6"* From Original Standard Products ListClick to Return to the Table of Content29 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.Updated: 09/06/2019Water - Pipes/PVC (Pressure Water) 33-31-70 (01/08/13)01/18/18 33-11-12 PVC Pressure PipeVinyltech PVC PipeAWWA C900, AWWA C605, ASTM D17844"-12"3/19/2018 33 11 12 PVC Pressure PipePipelife Jet StreamDR14AWWA C9004"-12"3/19/2018 33 11 12 PVC Pressure PipePipelife Jet StreamDR18AWWA C90016"-24"5/25/2018 33 11 12 PVC Pressure PipeDiamond Plastics CorporationDR 14AWWA C9004"-12"5/25/2018 33 11 12 PVC Pressure PipeDiamond Plastics CorporationTrans 21, DR 14, DR 18AWWA C90016"-24"12/6/2018 33 11 12 PVC Pressure PipeJ-M Manifacturing Co., Inc d/b/a JM EagleDR 14"Blue Brute"AWWA C900-16UL 1285ANSI/NSF 61FM 16124"-12"12/6/2018 33 11 12 PVC Pressure PipeJ-M Manifacturing Co., Inc d/b/a JM EagleDR 18"Blue Brute"AWWA C900-16UL 1285ANSI/NSF 61FM 161216"-24"9/6/2019 33 11 12 PVC Pressure PipeUnderground Solutions Inc.DR14 Fusible PVCAWWA C9004" - 8"9/6/2019 33 11 12 PVC Pressure PipeNAPCODR18AWWA C90016" - 24"9/6/2019 33 11 12 PVC Pressure PipeNAPCODR14AWWA C9004"- 12"9/6/2019 33 11 12 PVC Pressure PipeSanderson Pipe Corp.DR14AWWA C9004"- 12"* From Original Standard Products ListClick to Return to the Table of Content30 Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY 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.Updated: 09/06/2019Water - Pipes/Valves & Fittings/Ductile Iron Fittings 33-11-11 (01/08/13)07/23/92 E1-07 Ductile Iron Fittings Star Pipe Products, Inc. Mechanical Joint Fittings AWWA C153 & C110* E1-07 Ductile Iron Fittings Griffin Pipe Products, Co. Mechanical Joint Fittings AWWA C 110* E1-07 Ductile Iron Fittings McWane/Tyler Pipe/ Union Utilities DivisionMechanical Joint Fittings, SSB Class 350AWWA C 153, C 110, C 11108/11/98 E1-07 Ductile Iron Fittings Sigma, Co.Mechanical Joint Fittings, SSB Class 351AWWA C 153, C 110, C 11202/26/14 E1-07 MJ Fittings AccucastClass 350 C-153 MJ FittingsAWWA C153 4"-12"05/14/98 E1-07 Ductile Iron Joint Restraints Ford Meter Box Co./Uni-FlangeUni-Flange Series 1400 AWWA C111/C153 4" to 36"05/14/98 E1-24 PVC Joint Restraints Ford Meter Box Co./Uni-FlangeUni-Flange Series 1500 Circle-LockAWWA C111/C153 4" to 24" 11/09/04 E1-07 Ductile Iron Joint Restraints One Bolt, Inc.One Bolt Restrained Joint FittingAWWA C111/C116/C153 4" to 12"02/29/12 33-11-11 Ductile Iron Pipe Mechanical Joint Restraint EBAA Iron, Inc.Megalug Series 1100 (for DI Pipe)AWWA C111/C116/C153 4" to 42"02/29/12 33-11-11 PVC Pipe Mechanical Joint Restraint EBAA Iron, Inc.Megalug Series 2000 (for PVC Pipe)AWWA C111/C116/C153 4" to 24"08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co.Sigma One-Lok SLC4 - SLC10AWWA C111/C153 4" to 10"03/06/19 33-11-11 Mechanical Joint Retainer Glands(PVC) Sigma, Co.Sigma One-Lok SLCS4 - SLCS12AWWA C111/C153 4" to 12"08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co.Sigma One-Lok SLCEAWWA C111/C153 12" to 24"08/10/98 E1-07 MJ Fittings(DIP) Sigma, Co.Sigma One-Lok SLDEAWWA C153 4" - 24"10/12/10 E1-24 Interior Restrained Joint System S & B Techncial ProductsBulldog System ( Diamond Lok 21 & JM Eagle ASTM F-1624 4" to 12"08/16/06 E1-07 Mechanical Joint Fittings SIP Industries(Serampore)Mechanical Joint FittingsAWWA C153 4" to 24"11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products, Inc.PVC Stargrip Series 4000ASTM A536 AWWA C11111/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products, Inc.DIP Stargrip Series 3000ASTM A536 AWWA C11103/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Black For DIPASTM A536 AWWA C111 3"-48"03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Red for C900 DR14 PVC PipeASTM A536 AWWA C111 4"-12"03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Red for C900 DR18 PVC PipeASTM A536 AWWA C111 16"-24"* From Original Standard Products ListClick to Return to the Table of Content31 Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY 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.Updated: 09/06/2019Water - Pipes/Valves & Fittings/Resilient Seated Gate Valve* 33-12-20 (05/13/15)Resilient Wedged Gate Valve w/no Gears American Flow Control Series 2500 Drawing # 94-20247 16"12/13/02 Resilient Wedge Gate Valve American Flow Control Series 2530 and Series 2536 AWWA C515 30" and 36"08/31/99 Resilient Wedge Gate Valve American Flow Control Series 2520 & 2524 (SD 94-20255) AWWA C515 20" and 24"05/18/99 Resilient Wedge Gate Valve American Flow Control Series 2516 (SD 94-20247) AWWA C515 16"10/24/00 E1-26 Resilient Wedge Gate Valve American Flow Control Series 2500 (Ductile Iron) AWWA C515 4" to 12"08/05/04 Resilient Wedge Gate Valve American Flow Control 42" and 48" AFC 2500 AWWA C515 42" and 48"05/23/91 E1-26 Resilient Wedge Gate Valve American AVK Company American AVK Resilient Seaded GV AWWA C509 4" to 12"01/24/02 E1-26 Resilient Wedge Gate Valve American AVK Company20" and smaller* E1-26 Resilient Seated Gate Valve Kennedy4" - 12"* E1-26 Resilient Seated Gate Valve M&H4" - 12"* E1-26 Resilient Seated Gate Valve Mueller Co.4" - 12"11/08/99 Resilient Wedge Gate Valve Mueller Co. Series A2361 (SD 6647) AWWA C515 16"01/23/03 Resilient Wedge Gate Valve Mueller Co. Series A2360 for 18"-24" (SD 6709) AWWA C515 24" and smaller05/13/05 Resilient Wedge Gate Valve Mueller Co. Mueller 30" & 36", C-515 AWWA C515 30" and 36"01/31/06 Resilient Wedge Gate Valve Mueller Co. Mueller 42" & 48", C-515 AWWA C515 42" and 48"01/28/88 E1-26 Resilient Wedge Gate Valve Clow Valve Co. AWWA C509 4" - 12"10/04/94 Resilient Wedge Gate Valve Clow Valve Co. 16" RS GV (SD D-20995) AWWA C515 16"11/08/99 E1-26 Resilient Wedge Gate Valve Clow Valve Co. Clow RW Valve (SD D-21652) AWWA C515 24" and smaller11/29/04 Resilient Wedge Gate Valve Clow Valve Co. Clow 30" & 36" C-515 AWWA C515 30" and 36" (Note 3)11/30/12 Resilient Wedge Gate Valve Clow Valve Co. Clow Valve Model 2638 AWWA C515 24" to 48" (Note 3)05/08/91 E1-26 Resilient Seated Gate Valve Stockham Valves & Fittings AWWA C 509, ANSI 420 - stem, ASTM A 276 Type 304 - Bolts & nuts4" - 12"* E1-26 Resilient Seated Gate Valve U.S. Pipe and Foundry Co.Metroseal 250, requirements SPL #743" to 16"10/26/16 33-12-20 Resilient Seated Gate Valve EJ (East Jordan Iron Works)EJ FlowMaster Gate Valve & Boxes08/24/18Matco Gate Valve Matco-Norca225 MRAWWA/ANSI C115/An21.15 4" to 16"* From Original Standard Products ListClick to Return to the Table of Content32 Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY 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.Updated: 09/06/2019Water - Pipes/Valves & Fittings/Rubber Seated Butterfly Valve 33-12-21 (07/10/14)* E1-30 Rubber Seated Butterfly Valve Henry Pratt Co. AWWA C-504 24"* E1-30 Rubber Seated Butterfly Valve Mueller Co. AWWA C-504 24"and smaller1/11/99 E1-30 Rubber Seated Butterfly Valve Dezurik Valves Co. AWWA C-504 24" and larger06/12/03 E1-30 Valmatic American Butterfly Valve Valmatic Valve and Manufacturing Corp. Valmatic American Butterfly Valve. AWWA C-504 Up to 84" diameter04/06/07 E1-30 Rubber Seated Butterfly Valve M&H Valve M&H Style 4500 & 1450 AWWA C-504 24" to 48"03/19/18 33 12 21 Rubber Seated Butterfly Valve G. A. Industries (Golden Anderson) AWWA C504 Butterfly Valve AWWA C-504 30"-54" * From Original Standard Products ListClick to Return to the Table of Content33 Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY 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.Updated: 09/06/2019Water - Polyethylene Encasement 33-11-10 (01/08/13)05/12/05 E1-13 Polyethylene Encasment Flexsol Packaging Fulton Enterprises AWWA C105 8 mil LLD05/12/05 E1-13 Polyethylene Encasment Mountain States Plastics (MSP) and AEP Ind. Standard Hardware AWWA C105 8 mil LLD05/12/05 E1-13 Polyethylene Encasment AEP Industries Bullstrong by Cowtown Bolt & Gasket AWWA C105 8 mil LLD09/06/19 33-11-11 Polyethylene Encasment Northtown Products Inc. PE Encasement fro DIP AWWA C105 8 mil LLD* From Original Standard Products ListClick to Return to the Table of Content34 Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY 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.Updated: 09/06/2019Water - Sampling Station3/12/96 Water Sampling Station Water Plus B20 Water Sampling Station* From Original Standard Products ListClick to Return to the Table of Content35