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Contract 58383-PM1
CSC No. 58383-PMI FORT WORTH PROJECT MANUAL FOR THE CONSTRUCTION OF Water, Sewer, Paving, Drainage, and Street Light Improvements to Serve Eagle Ranch IPRC Record No.22-0005 City Project No. 103763 FED No.30114-0200431-103763-EO7685 File No.W-2815 X File No.X-27226 Mattie Parker David Cooke Mayor City Manager Christopher P. Harder, P.E. Director, Water Department William Johnson Director, Transportation and Public Works Department Prepared for The City of Fort Worth October 2022 Shield Engineering Group TBPE Firm#F-11039—TBPLS FIRM#10193890 ' P..E OF TF�,�,, OFFICIAL RECORD •• ��'`S ,� CITY SECRETARY /'* W • * 11/01/2022 FT.WORTH,TX ...:......................•.... P KEVIN M. GLAUB ..........................:...2 It, 134647 ,���i 000010 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 of 8 SECTION 00 0010 TABLE OF CONTENTS DEVELOPER AWARDED PROJECTS Division 00-General Conditions Last Revised 001113 4witatien to Bidders 03 0/2 M 002113 onsers n�i�ni�mn 004100 BidT-effn nn in 4 00 42 43 Proposal Form Unit Price 05/22/2019 0043 13 B4d43effd nn inv�r)2/2044 00 45 11 Bidders Pre ualification's 04/02/2014 00 45 12 Pre qualification Statement 09/01/2015 0045 1Bidder- 03 inn 00 45 26 Contractor Compliance with Workers'Compensation Law 04/02/2014 00 45 40 04i M 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 007300 n��nmrv4r v4i 0073 10 Standard City Conditions of the Construction Contract for Developer 01/10/2013 Awarded Projects Division 01 -General Requirements Last Revised 01 1100 Summary of Work 12/20/2012 01 25 00 Substitution Procedures 08/30/2013 01 31 19 Preconstruction Meeting 08/30/2013 0 n �nm�rv4r04i 01 32 33 Preconstruction Video 08/30/2013 01 33 00 Submittals 08/30/2013 0135 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 5713 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 017123 Construction 04/07/2014 01 74 23 Clearing 04/07/2014 01 77 19 Closeout Requirements 04/07/2014 01 78 23 Operation and Maintenance Data 04/07/2014 01 78 39 Project Record Documents 04/07/2014 CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised March 20,2020 000010 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 8 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents Date Division 02-Existing Conditions Modified 02-41 13 0241 14 � 02 n, ,c Paving Removel Division 03 -Concrete 93-30-00 Cast i Plaeo Cinwrt4e n3 3n ,3 0 Division 26-Electrical 26-05-00 26 05 n 3 Division 31 -Earthwork 3 3 - ,23 o 31�r�z3 Beffew 31�0 Embankments 3, 34-36-N Gabierfs 3,- --oo 37 nn Division 32-Exterior Improvements 3' 32 n, ,4 z-vrTo 32 n, N '�27� Lime T«ea4e.,Base Geufses 32 ,1 27 �T Liquid Treated Seil Stabiliz," 27-,7 ,E Asphalt Pm4ng v 27 32 ,2 '72 Genemte Paving kint Sealants 32-1rr 1� Br-irk Unit P&ving v 27 27 2 -P-2- GufbAddftss Painting CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised March 20,2020 000010 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 8 32-3446 Wire Fen,.es and Gates 32-3449 Wood Fenees and Gates 32 02 r 32- 3 n 2 Trees and Shmbs Division 33 -Utilities 33-" Sewer-and Manhele Testing -- z 33 n� rn �o 0 joint Beading and Eleetfieal iselatieft 33 nn r� z� 33 nn-3n o 33 nn-nn Cleaning and Areeptanee o 34--04-58 Cleaning ef Sewer-Mains 0 >Embedmefit, 33- z nc r� Water-Line LoweFing 33-05-13 Rame,Cover-and G-T-ade Rings Cast ken 3 nc r3 rn 11 nc rn > Inlets, > z Cffade 0 Auger-Ber-ing 33nc-2- Steel Casing Pipe z 33nc23 Hand Tunneling 33-A3-24 33-05-46 Utility Mar-ker-sA6eeater-s 8 33-M-05 Belts,Nuts,and-Gaskets 33 r r r �on Pipe, Steel Cylinder-Type > 33 r r r �zn Bur-ied Steel Pipe and Fitt' _33 rr rc �o 33-12-2i AVAV-A Rubber- Seated BtMeFfly-VaWes 33 r M Cenneefien to ENistkigWater-Mains 344248 0 Fire 14ydfafAs 33r2--cn Water-Sample Stations o 33 r2-6n Standard Blow off Va4ve Assen434y o CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS-DEVELOPER AWARDED PROJECTS 103763 Revised March 20,2020 000010 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 8 33 3 1c High Density Polyethylene(14DPE)Pipe for-Sanitat-j-gewefr- 34-3440 333121 Pipe 33 3 77 Sanitary Sewer-Slip Lining �z 8 34-34-7-0 - o 22 22 33 3o 6n �o 33 n1 1n �o 33 n1 11 �r 33-46-N 33 n6- z n1 3 3 n6 rr1z� 0 0 34-49 49 Division 34-Transportation 3^ 2A nevi EefAfellep EFkbia i 3 n 4 1 n r» 3n n1� 3^ 3^ 3^ 344446 � 3n n1-2n o Roadway llb—m-inatien Assemblies 34 41 2n n1 �vz 3 -4rzvva�n n� � 34 41 2n n� �v3 34 4130 Aluminum Sig � 3n 7 1 CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised March 20,2020 000010 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 5 of 8 Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's website at: htty:Hfortworthtexas.,aov/tpw/contractors/ or httys://apps.fortworthtexas.eov/ProiectResources/ Division 02-Existing Conditions Last Revised 0241 13 Selective Site Demolition 12/20/2012 0241 14 Utility Removal/Abandonment 12/20/2012 0241 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 033416 Concrete Base Material for Trench Repair 12/20/2012 OXSO 00MedifieMiens1 2/7izr20/201-2 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 2 nc cnGenurmnieatiens02/26/2016 Division 31 -Earthwork 31 1000 Site Clearing 12/20/2012 3123 16 Unclassified Excavation 01/28/2013 31 23 23 Borrow 01/28/2013 31 24 00 Embankments 01/28/2013 312500}5�� E-roysion and Sediment Control 12/20/2012 }� 31 37 00 Ri ra 12/20/2012 Division 32-Exterior Improvements 32 n 1 1 4 1 2�20�20 2 �z-vrro rLravrsoiz 32 01 29 Concrete Paving Repair 12/20/2012 32 11 29 Lime Treated Base Courses 12/20/2012 -3 re,,...eft Treated Base n..,, a 12/7r�20/2012 32 1 1 2'7 2 i �T v 08 o 20 i s �� 324246 12/20/2012 r 1 71 /7i 32 13 13 Concrete Paving 12/20/2012 32 13 20 Concrete Sidewalks,Driveways and Barrier Free Rams 06/05/2018 32 13 73 Concrete Paving Joint Sealants 12/20/2012 32 l A 1!. 12/20/2012 �v r CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised March 20,2020 000010 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 6 of 8 32 16 13 Concrete Curb and Gutters and Valley Gutters 10/05/2016 32 17 23 Pavement Markings 11/22/2013 5J Gufb Address Paifftiffg 1 1/n� n�/2013 3 rhai >;effee. ffa G� 12/�ti �v rLrzvrsoiz 32 32 13 Cast-in-Place Concrete Retaining Walls 06/05/2018 3291 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 n2 1n 12/20/2012 T✓--v�-Tv rLravrsoiz 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 32 nn 2n 07/0 /20 1 T✓--vr�v mTorrsoiz 33 04 40 Cleaning and Acceptance Testing of Water Mains 02/06/2013 33 04 50 Cleaning of Sewer Mains 12/20/2012 3305 10 Utility Trench Excavation,Embedment,and Backfill 12/12/2016 3305 12 Water Line Lowering 12/20/2012 3305 13 Frame,Cover and Grade Rings—Cast Iron 01/22/2016 3305 13.10 Frame,Cover and Grade Rings—Composite 01/22/2016 3305 14 Adjusting Manholes, Inlets,Valve Boxes,and Other Structures to 12/20/2012 Grade 3305 17 Concrete Collars 12/20/2012 Z2Ber-ing 12/20/2012 22Plate 12/20/2012 33-05-22 Steel Casing Pipe 12/20/2012 33 nc 2- 12/20/2012 T✓--v�-z� rLravrsoiz 33 nc 2installatien pe 06/19/2013 33 05 26 Utility Markers/Locators 12/20/2012 33 05 30 Location of Existing Utilities 12/20/2012 33 1105 Bolts,Nuts,and Gaskets 12/20/2012 33 11 10 Ductile Iron Pie 12/20/2012 33 11 11 Ductile Iron Fittings 12/20/2012 33 11 12 Polyvinyl Chloride PVC Pressure Pie 11/16/2018 22 fpe 12/7 i 32 1 1 1 n 12/20/20 2 �z rLravrsoiz 33 1210 Water Services 1-inch to 2-inch 02/14/2017 2 2-zzri 1 71 /7�12 33 1220 Resilient Seated Gate Valve 12/20/2012 12/20/2012 33 1225 Connection to Existing Water Mains 02/06/2013 33 1230 Combination Air Valve Assemblies for Potable Water Systems 12/20/2012 33 1240 Fire Hydrants 01/03/2014 CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised March 20,2020 000010 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 7 of 8 33 1250 Water Sample Stations 12/20/2012 33 1260 Standard Blow-off Valve Assembly 06/19/2013 ,2/7izr20/2012 / ti 33 2, ,c 12/20/2012 �� rLravrsoiz 33 31 20 Polyvinyl Chloride PVC Gravity Sanitary Sewer Pie 06/19/2013 33 31 21 Polyvinyl Chloride(PVC)Closed Profile Gravity Sanitary Sewer 12/20/2012 Pipe 4X44-Q Saaitffy Sewer-Slip Lining ,2/7izr20/2012 - 4-2-3 rLravrsoiz 33 31 50 Sanitary Sewer Service Connections and Service Line 04/26/2013 2 2Gemb4mfien 12/20/2012 r 33 39 10 Cast-in-Place Concrete Manholes 12/20/2012 33 39 20 Precast Concrete Manholes 12/20/2012 M 39 30 12/20/2012 �v r 33-39 40Aeeess ,2/7 i 33 39 60 Epoxy Liners for Sanitary Sewer Structures 12/20/2012 3341 10 Reinforced Concrete Storm Sewer Pipe/Culverts 07/01/2011 33 A l 1 1 12/20/20 2 �r rLrzvrtoiz 33A442 �5 3 2�A!�,AAAgubdmiffW12/20/2012 0 /nm�,0i,/2 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 Win walls 07/01/2011 Division 34-Transportation �3444 n 10rr12r2015 2A A�oi At aehmefft A E9r v11ef' 9abifwt 12/18/2015 3n n�03 Attaehmefft G Seftwafe Speeifieatien n,�2 34 A l 1 1Tmme „/22/201 3 34 A l 1 2 12/20/2012 �� r 1 AReetaft�%, Iaf ,,/nr22/2044 A ,,„/ -3 34 41 20 Roadway Illumination Assemblies 12/20/2012 34 A,� Readway 06/15/2015 34 A,� Freeway LED Roadway& 06/15/2015 34 41 20.03 Residential LED Roadway Luminaires 06/15/2015 34 41 30 Aluminum Signs 11/12/2013 34 A, cn ee 02/26/2016 3471 13 Traffic Control 11/22/2013 CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised March 20,2020 000010 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 8 of 8 Appendix GC-4.02 Subsurface and Physical Conditions GC 6.07 Wage Rates GG 6.09 pefmits affd utili ies GG 6.L4 Noff d—i s ew-i—m--in-1xlien GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised March 20,2020 SECTION 00 42 43 Developer Awarded Projects-PROPOSAL FORM Lacy CIVIL CONSTRUCTION AS PLANNED WWW.LHLACY.COM L.H.Lacy Company,Ltd. CITY OF FORT WORTH EAGLE RANCH 103763 00 42 43 DAP-BID PROPOSAL Page 1 orb SECTION 00 42 43 Developer Awarded Projects-PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidfist Item Specification Unit of Bid No Description Section No. Measure Quantity Unit Price Bid Value UNIT I:WATER IMPROVEMENTS 1 3201.0616 Conc Pvmt Repair,Arterial/Industrial 0241 15 SY 142 $175.00 $24 850.00 2 3305.0003 8"Waterline Lowering 33 05 12 EA 3 $2 489.24 $7 467.72 3 3305.0109 Trench Safety 3305 10 LF 2,393 $0.41 $981.13 4 3311.0001 Ductile Iron Water Fittings w/Restraint 3311 11 TON 0.573 $16 500.50 $9 454.79 5 3311.0261 8"PVC Water Pipe 3311 12 LF 2,393 $61.09 $146 168.37 6 3312.0001 Fire Hydrant&Gate Valve 33 12 40 EA 3 $5,970.851 $17 912.55 7 3312.0117 Connection to Existing 4"-12"Water Main 33 12 25 EA 2 $2,702.781 $5 405.56 8 3312.2003 1"Water Service(Domestic) 33 12 10 EA 80 $1 508.91 $120 712.80 9 3312.3003 1"Water Service(Irrigation) 33 12 20 EA 4 $2 474.48 $9,897.92 10 3312.3003 8"Gate Valve&Box 33 12 20 EA 3 $1,971.39 $5,914.17 11 3471.0013 Traffic Control 3471 14 MO 1 $5 000.00 $5 000.00 12 9999.0000 6"Conc Curb and Gutter Repair 00 00 00 LF 10 $125.00 $1 250.00 13 9999.0001 4"Conc Sidewalk Repair 00 00 00 SF 40 $17.50 $700.00 TOTAL UNIT I:WATER IMPROVEMENTS $355.735.01 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS-DEVELOPER AWARDED PROJECTS Form Version May 22.2019 00 42 43_Eagle Ranch-Bid Proposal Utility-BY LACY Y2 00 42 43 DAP-BIDPROPOSAL Pose 2 or3 SECTION 00 42 43 Developer Awarded Projects-PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidders Proposal Bidfist Item Specification Unit of Bid No. Description Section NO. Measure Quantity Unit Price Bid Value UNIT It:SANITARY SEWER IMPROVEMENTS 1 3301.0002 Post-CCTV Inspection 3301 31 LF 1.9701 $2.57 $5 062.90 2 3301,0101 Manhole Vacuum Testing 3301 30 EA 7 $141.25 $988.75 3 3305.0109 Trench Safety 33 05 10 LF 1,9701 $1.21 $2 383.70 4 3331.3101 4"Sewer Service 3331 50 EA 68 $1 165.95 $79 284.60 5 3331.4115 6"Sewer Main 3331 20 LF 1 970 $57.36 $112 999.20 6 3331.4116 8"Sewer Pipe,CSS Backfill 3311 10,33 1 LF 224 $54.18 $12 136.32 7 3339.1001 4'Manhole 3339 10 EA 7 $4,599.681 $32 197,76 8 3339.1003 Extra Depth Manhole(>6.0') 3339 10 VF 10 $207.57 $2 075.70 9 3471.0013 Traffic Control 3471 14 MO 1 $500.00 $500.00 10 3305.0113 Trench Water Stops 3305 15 EA 2 $807.35 $1 614.70 11 9999.0000 Sanitary Sewer Service Connection from Existing 00 00 00 EA 12 $962.01 $11 544.12 12 9999.0001 4'Existing Manhole Extension Rim Adjustment 00 00 00 EA 2 $7 019.46 $14 038.96 13 3339.0001 Epoxy Manhole Liner 33 39 60 VF 3 $395.50 $1 186.50 14 9999.0002 Install Drop Structure to Existing Manhole 00 00 00 VF 3 $500.00 $1 500.00 TOTAL UNIT If:SANITARY SEWER IMPROVEMENTS1 $277,513.21 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS-DEVELOPER AWARDED PROJECTS Fann Version May 22,2019 00 42 43_Eagle Ranch-Bid Proposal Utility-BY LACY Q 00 42 43 DAP-BID PROPOSAL Page 3 of 3 SECTION OD 42 43 Developer Awarded Projects-PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlisthein Specification Unit of Bid No. Description Section No. Measure Qumrlity, Unit Price Bid Value UNIT III:DRAINAGE IMPROVEMENTS 1 0241.4401 Remove Headwall/SET 0241 14 EA 3 $655.67 $1 967.01 2 3305.0109 Trench Safety 33 05 10 LF 1177 $0.82 $965.14 3 3341.0201 21"RCP,Class III 3341 10 LF 193 $82.93 $16 005.49 4 3341.0205 24"RCP,Class III 3341 10 LF 424 $113.88 $48 285.12 5 3341.0402 42"RCP,Class III 3341 10 LF 361 $236.48 $85,369.28 6 3341.0409 48"RCP,Class III 3341 10 LF 199 $243,12 $48 380.88 7 3349.0001 4'Storm Junction Box 3349 10 EA 2 $6,102.00 $12,204.00 8 3349.0002 5'Storm Junction Box 3449 10 EA 3 $9 774.50 $29 323.50 9 9999.0000 12'X 10'Structural Junction Box 00 00 00 LS 1 $50 850.00 $50 850.00 10 3349.5002 10'Curb Inlet 33 49 20 EA 2 $9 096.50 $18 193.00 11 3349.5002 15'Curb Inlet 33 49 20 EA 2 $12 147.50 $24,295.00 12 3349.5003 20'Curb Inlet 33 49 20 EA 2 $14 096.75 $28,193.50 13 3349.7002 5'Drop Inlet 33 49 20 EA 1 $13,192.751 $13 192.75 14 3125.0101 SWPPP 2 1 acre 31 2500 LS 1 $5.000.00 $5 000.00 15 TxDOT 0466 24"Sloping Headwall 0466 6011 EA 1 $2,260.00 $2 260.00 16 TxDOT 0466 48"Sloping Headwall 0466 6005 EA 1 $4 068,00 $4 068.00 17 9999.0001 48"FW-O Headwall 00 00 00 EA 1 $8.757.50 $8,757.50 18 0241.0800 Remove Rip Rap 0241 13 SF 11688 $1.00 $11 688.00 19 0241.3015 Remove 24"Storm Line 0241 14 LF 113 $17.44 $1 970.72 20 0241.3021 Remove 42"Storm Line 0241 14 LF 53 $22.32 $1 182.96 21 9999.0002 Large Stone Riprap,dry(12"Rip Rap) 00 00 00 SY 378 $113.00 $42 714.00 TOTAL UNIT III:DRAINAGE IMPROVEMENTS $454.865.85 Bid Summary UNIT I:WATER IMPROVEMENTS $355,735.01 UNIT IL SANITARY SEWER IMPROVEMENTS $277,513.21 UNIT III:DRAINAGE IMPROVEMENTS $454,865.85 Total Construction Didl $1,088,114.07 This Bid is submitted by the entity named below: BIDDER: BY: Bobby Cordon L.11.Lacy Company,Ltd. 1880 Crown Dr.N1200 Dallas,TX 75234 TITLE: Presided e DATE: �-- -Z-2- Contractor agrees to complete WORK for FINAL ACCEPTANCE within 55 Worldng days nfter the date when the CONTRACT commences to run as provided in the General Conditions. END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS-DEVELOPER AWARDED PROJECTS Fonn Version May 22.2019 00 42 43Eagla R-h_Bid Proposal Utility-BY LACY e2 00 42 4) DAP-BID PROPOSAL Page I art SECTION 00 42 43 Developer Awarded Projects-PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Specification Unit of Bid No. Description Section No. Measure Quantity Unit Price Bid Value UNIT IV: PAVING IMPROVEMENTS 1 3211.0400 Hydrated Lime 3211 29 TON 167 $204.16 $34 094.72 2 3211.0501 6"Lime Treatment 3211 29 SY 8,355 $4.90 $40 939.50 3 3213.0101 6"Conc Pvmt 32 13 13 SY 7,595 $55.28 $419,851.60 4 3213.0301 4"Conc Sidewalk 32 13 20 SF 1.784 $6.75 $12,042.00 5 3213.0501 Barrier Free Ramp,Type R-1 32 13 20 EA 2 $2,107.29 $4 214.58 6 3441.4003 Furnish/Install Alum Sign Ground Mount City Std. 3441 30 EA 2 $638.00 $1 276.00 7 3471.0001 Traffic Control 3471 13 MO 1 $3 500.00 $3 500.00 8 3291.0100 Topsoil 3291 19 CY 35 $25.71 $899.85 9 3292.0100 Block Sod Placement 32 92 13 SY 208 $10.08 $2 096.64 10 0241.1100 Remove Asphalt Pvmt 0241 15 SY 422 $15.57 $6 570.54 11 0241.0100 Remove Sidewalk 0241 13 SF 368 $1.83 $673.44 12 0241.1300 Remove Conc Curb&Gutter 0241 15 LF 67 $15.75 $1 055.25 13 0241.1000 Remove Conc Pvmt 0241 15 SY 66 $17.79 $1 174.14 14 0241.0500 Remove Fence 0241 13 LF 808 $2.90 $2 343.20 TOTAL UNIT IV:PAVING IMPROVEMENISI $530,731.46 Bid Summary UNIT IV:PAVING IMPROVEMENTS $530,731.46 Total Construction Bid $530,731.46 This Bid is submitted by the entity named below: BIDDER: BY: Babb).Gordon L.11.Lacy Cmupnny,Ltd. 1880 Crown Dr.N1200 Dallas,TX 75234 TITLE: Pr sid t DATE: t 2 Contractor agrees to complete WORK for FINAL ACCEPTANCE within 40 Worhing days after the date when the CONTRACT commences to run as provided in the General Conditions. END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS-DEVELOPER AWARDED PROJECTS Fomi Version May 22,2019 00 42 43_Eagle R-h_Bid Proposal Pa,ing-BY LACY 004511-1 BIDDERS PREQUALIFICATIONS Pagel of 3 1 SECTION 00 45 11 2 BIDDERS PREQUALIFICATIONS 3 4 1. Summary.All contractors are required to be prequalified by the City prior to submitting 5 bids. To be eligible to bid the contractor must submit Section 00 45 12,Prequalification 6 Statement for the work type(s) listed with their Bid.Any contractor or subcontractor who is 7 not prequalified for the work type(s) listed must submit Section 00 45 13,Bidder 8 Prequalification Application in accordance with the requirements below. 9 10 The prequalification process will establish a bid limit based on a technical evaluation and I 1 financial analysis of the contractor. The information must be submitted seven(7)days prior 12 to the date of the opening of bids.For example,a contractor wishing to submit bids on 13 projects to be opened on the 7th of April must file the information by the 31 st day of March 14 in order to bid on these projects.In order to expedite and facilitate the approval of a Bidder's 15 Prequalification Application,the following must accompany the submission. 16 a. A complete set of audited or reviewed financial statements. 17 (1) Classified Balance Sheet 18 (2) Income Statement 19 (3) Statement of Cash Flows 20 (4) Statement of Retained Earnings 21 (5) Notes to the Financial Statements,if any 22 b. A certified copy of the firm's organizational documents(Corporate Charter,Articles 23 of Incorporation,Articles of Organization,Certificate of Formation,LLC 24 Regulations,Certificate of Limited Partnership Agreement). 25 c. A completed Bidder Prequalification Application. 26 (1) The firm's Texas Taxpayer Identification Number as issued by the Texas 27 Comptroller of Public Accounts.To obtain a Texas Taxpayer Identification 28 number visit the Texas Comptroller of Public Accounts online at the 29 following web address www.window.state.tx.us/tmpermit/and fill out the 30 application to apply for your Texas tax ID. 31 (2) The firm's e-mail address and fax number. 32 (3) The firm's DUNS number as issued by Dun&Bradstreet. This number 33 is used by the City for required reporting on Federal Aid projects. The DUNS 34 number may be obtained at www.dnb.com. 35 d. Resumes reflecting the construction experience of the principles of the film for firms 36 submitting their initial prequalifrcation. These resumes should include the size and 37 scope of the work performed. 38 e. Other information as requested by the City. 39 40 2. Prequalification Requirements 41 a. Financial Statements. Financial statement submission must be provided in 42 accordance with the following: 43 (1) The City requires that the original Financial Statement or a certified copy 44 be submitted for consideration. CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 103763 Revised April 2,2014 004511-2 BIDDERS PREQUALIFICATIONS Page 2 of 3 1 (2) To be satisfactory,the financial statements must be audited or reviewed 2 by an independent,certified public accounting firm registered and in 3 good standing in any state. Current Texas statues also require that 4 accounting firins performing audits or reviews on business entities within 5 the State of Texas be properly licensed or registered with the Texas State 6 Board of Public Accountancy. 7 (3) The accounting firm should state in the audit report or review whether 8 the contractor is an individual, corporation, or limited liability company. 9 (4) Financial Statements must be presented in U.S. dollars at the current rate 10 of exchange of the Balance Sheet date. 11 (5) The City will not recognize any certified public accountant as 12 independent who is not, in fact, independent. 13 (6) The accountant's opinion on the financial statements of the contracting 14 company should state that the audit or review has been conducted in 15 accordance with auditing standards generally accepted in the United 16 States of America. This must be stated in the accounting firm's opinion. 17 It should: (1)express an unqualified opinion, or(2)express a qualified 18 opinion on the statements taken as a whole. 19 (7) The City reserves the right to require a new statement at any time. 20 (8) The financial statement must be prepared as of the last day of any month, 21 not more than one year old and must be on file with the City 16 months 22 thereafter, in accordance with Paragraph 1. 23 (9) The City will determine a contractor's bidding capacity for the purposes 24 of awarding contracts.Bidding capacity is determined by multiplying the 25 positive net working capital(working capital=current assets—current 26 liabilities)by a factor of 10. Only those statements reflecting a positive 27 net working capital position will be considered satisfactory for 28 prequalification purposes. 29 (10) In the case that a bidding date falls within the time a new financial 30 statement is being prepared,the previous statement shall be updated with 31 proper-verification. 32 b. Bidder Prequalifrcation Application. A Bidder Prequalification Application must be 33 submitted along with audited or reviewed financial statements by firms wishing to be 34 eligible to bid on all classes of construction and maintenance projects.Incomplete 35 Applications will be rejected. 36 (1) In those schedules where there is nothing to report,the notation of 37 "None"or"N/A"should be inserted. 38 (2) A minimum of five(5)references of related work must be provided. 39 (3) Submission of an equipment schedule which indicates equipment under 40 the control of the Contractor and which is related to the type of work for 41 which the Contactor is seeking prequalification. The schedule must 42 include the manufacturer,model and general common description of 43 each piece of equipment.Abbreviations or means of describing 44 equipment other than provided above will not be accepted. 45 46 3. Eligibility to Bid 47 a. The City shall be the sole judge as to a contractor's prequalification. 48 b. The City may reject, suspend,or modify any prequalification for failure by the 49 contractor to demonstrate acceptable financial ability or performance. 50 c. The City will issue a letter as to the status of the prequalification approval. CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 103763 Revised April 2,2014 0045 11-3 BIDDERS PREQUALIFICATIONS Page 3 of 3 1 d. If a contractor has a valid prequalification letter,the contractor will be eligible to bid 2 the prequalified work types until the expiration date stated in the letter. 3 4 5 6 7 8 END OF SECTION 9 CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 103763 Revised April 2,2014 0045 12 DAP PREQUALIFICATION STATEMENT Page 1 of 1 SECTION 00 4512 DAP—PREQUALIFICATION STATEMENT Each Bidder is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s)listed.In the"Major Work Type" box provide the complete major work type and actual description as provided by the Water Department for water and sewer and TPW for paving_ Major Work Type Contractor/Subcontractor Company Name Prequalification Ex iration Date Concrete Paving L.H. Lacy Company LTD 07/30/2023 Construction/Reconstruction Water Distribution, L.H.Lacy Company LTD 04/30/2023 Development, 8-inch diameter and smaller W45Te►WA-letz r,5wx-v. w(-TER (J Vi Dov. L.�. �(�1X C OMPArl( L��i - '�jo '2o23 (�1�''� ,J ae.) 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: IS' nature) TITLE: DATE: END OF SECTION CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT—DEVELOPER AWARDED PROJECTS 00 45 12_Prequalification Statement 2015_DAP Form Version September 1,2015 00 45 26-1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of I 1 SECTION 00 45 26 2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 3 4 Pursuant to Texas Labor Code Section 406.096(a),as amended,Contractor certifies that it 5 provides worker's compensation insurance coverage for all of its employees employed on City 6 Project No. 103763. Contractor further certifies that, pursuant to Texas Labor Code, Section 7 406.096(b),as amended, it will provide to City its subcontractor's certificates of compliance with 8 worker's compensation coverage. 9 10 CONTRACTOR: 11 t2 AL. (-AU?A-,IY C7 By: ;b I�J G 13 Company (Plea e Print) 14 15 62.wo o Z) Signature: 16 Address 17 r 18 l�glcR S , 7>23 Title: 19 City/State/Zip (Please Print) 20 21 22 THE STATE OF TEXAS § 23 24 COUNTY OF TARRANT § 25 26 BEFORE ME,the undersigned authority,on this day personally appeared 27 'ehh C.),A ,known to me to be the person whose name is 28 subscribed to the foregoing instrument,and acknowledged to me that he/she executed the same as 29 the act and deed of L l L-4,C,I C for the purposes and 30 consideration therein expressed and in the cap city therein stated. 31 32 GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of 33 202L 34 35 �a�Y:"°''. DAWN 36 MICHELLE LOFLAND ;�? "otaryPuiblic 37 My Notary ID#11380310 a. .`q_ and fbr Statefof Texas �rF••....�+� ••., ,F�; Expires August B,2026 38 39 END OF SECTION 40 CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 103763 Revised April 2,2014 00 52 43-1 Developer Awarded Project Agreement Pagel of4 1 SECTION 00 52 43 2 AGREEMENT 3 4 THIS AGREEMENT, authorized on 10 Z'1 ZdL2. is made by and between the Developer, 5 ONML Villas at Eagle Ranch LLC, authorized to do business in Texas ("Developer") , and L.H. 6 Lacy Company Ltd., authorized to do business in Texas, acting by and through its duly 7 authorized representative,("Contractor"). 8 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth,agree as 9 follows: 10 Article 1.WORK 11 Contractor shall complete all Work as specified or indicated in the Contract 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 or only a part is 15 generally described as follows: 16 Eagle Ranch 17 City Project Number: 103763 18 Article 3. CONTRACT TIME 19 3.1 Time is of the essence. 20 All time limits for Milestones, 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 Work will be complete for Final Acceptance within 180 calendar days after the 24 date when the Contract Time commences to run as provided in Paragraph 12.04 of the 25 Standard City Conditions of the Construction Contract for Developer Awarded Projects. 26 3.3 Liquidated damages 27 Contractor recognizes that time is of the essence of this Agreement and that Developer 28 will suffer financial loss if the Work is not completed within the times specified in 29 Paragraph 3.2 above,plus any extension thereof allowed in accordance with Article 10 of 30 the Standard City Conditions of the Construction Contract for Developer 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 liquidated damages for delay (but not as a penalty), Contractor shall pay 35 Developer Six Hundred Fif[y Dollars ($1550.00) for each day that expires after the time 36 specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of 37 Acceptance. CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised June 16,2016 005243-2 Developer Awarded Project Agreement Page 2 of 4 38 Article 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 ONE MILLION SIX HUNDRED EIGHTEEN 41 THOUSAND EIGHT HUNDRED FORTY-FIVE DOLLARS AND FIFTY-THREE CENTS 42 ($1,618,845.53). 43 Article S. CONTRACT DOCUMENTS 44 5.1 CONTENTS: 45 A. The Contract Documents which comprise the entire agreement between Developer and 46 Contractor concerning the Work consist of the following: 47 1. This Agreement. 48 2. Attachments to this Agreement: 49 a. Bid Form(As provided by Developer) 50 1) Proposal Form(DAP Version) 51 2) Prequalification Statement 52 3) State and Federal documents(project specific) 53 b. Insurance ACORD Form(s) 54 c. Payment Bond(DAP Version) 55 d. Performance Bond(DAP Version) 56 e. Maintenance Bond(DAP Version) 57 f. Power of Attorney for the Bonds 58 g. Worker's Compensation Affidavit 59 h. MBE and/or SBE Commitment Form(If required) 60 3. Standard City General Conditions of the Construction Contract for Developer 61 Awarded Projects. 62 4. Supplementary Conditions. 63 5. Specifications specifically made a part of the Contract Documents by attachment 64 or, if not attached, as incorporated by reference and described in the Table of 65 Contents of the Project's Contract Documents. 66 6. Drawings. 67 7. Addenda. 68 8. Documentation submitted by Contractor prior to Notice of Award. 69 9. The following which may be delivered or issued after the Effective Date of the 70 Agreement and, if issued, become an incorporated part of the Contract Documents: 71 a. Notice to Proceed. 72 b. Field Orders. 73 c. Change Orders. 74 d. Letter of Final Acceptance. 75 76 CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised June 16,2016 005243-3 Developer Awarded Project Agreement Page 3 of4 77 Article 6.INDEMNIFICATION 78 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 79 expense, the city, its officers, servants and employees, from and against any and all 80 claims arising out of, or alleged to arise out of, the work and services to be performed 81 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 82 under this contract. This indemnification provision is specifically intended to operate 83 and be effective even if it is allelZed or proven that all or some of the damalzes being 84 sought were caused, in whole or in part, by any act, omission or nealilzence of the city. 85 This indemnity provision is intended to include, without limitation, indemnity for 86 costs, expenses and legal fees incurred by the city in defending against such claims and 87 causes of actions. 88 89 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 90 the city,its officers,servants and employees,from and against any and all loss,damage 91 or destruction of property of the city, arising out of,or alleged to arise out of,the work 92 and services to be performed by the contractor, its officers, agents, employees, 93 subcontractors, licensees or invitees under this contract. This indemnification 94 provision is specifically intended to operate and be effective even if it is alleLxed or 95 proven that all or some of the damal?es being sought were caused, in whole or in part, 96 by any act,omission or ne2liLi ence of the city. 97 98 Article 7.MISCELLANEOUS 99 7.1 Terms. 100 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of 101 the Construction Contract for Developer Awarded Projects. 102 7.2 Assigmuent of Contract. 103 This Agreement, including all of the Contract Documents may not be assigned by the 104 Contractor without the advanced express written consent of the Developer. 105 7.3 Successors and Assigns. 106 Developer and Contractor each binds itself, its partners, successors, assigns and legal 107 representatives to the other party hereto, in respect to all covenants, agreements and 108 obligations contained in the Contract Documents. 109 7.4 Severability. 110 Any provision or part of the Contract Documents held to be unconstitutional, void or 111 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 112 remaining provisions shall continue to be valid and binding upon DEVELOPER and 113 CONTRACTOR. 114 7.5 Governing Law and Venue. 115 This Agreement, including all of the Contract Documents is performable in the State of 116 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 117 Northern District of Texas,Fort Worth Division. CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised June 16,2016 005243-4 Developer Awarded Project Agreement Page 4 of 4 118 119 7.6 Authority to Sign. 120 Contractor shall attach evidence of authority to sign Agreement, if other than duly 121 authorized signatory of the Contractor. 122 123 IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple 124 counterparts. 125 126 This Agreement is effective as of the last date signed by the Parties ("Effective Date"). 127 Contractor: Developer: L .Vl_ Lac._ L�,,� .,t„ �<< ONML Vlllas at Eagle Ranch, LLC B B (SignatI f (Signature) &,k, "', C. ( Zac Thompson (Printed Name) (Printed Name) Title: PKC-SlvEd r Title: President Company Name: (, ,Lgc,(CoMPAr4Y,L`rz� • Company name: Address: Address: 1038 Texan Trail 188fl CRowiJ DZ.#12o0 City/State/Zip: T)&LAjA- 7SZ34 City/State/Zip: Grapevine, Texas 76051 10/27/22 Date Date 128 CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised June 16,2016 006125-1 CERTIFICATE OF INSURANCE Page 1 of 1 1 SECTION 00 6125 2 CERTIFICATE OF INSURANCE 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 END OF SECTION CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 103763 Revised July 1,2011 78/31/2022 (MM/DDYYY) A�" CERTIFICATE OF LIABILITY INSURANCE /Y 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. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must 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). PRODUCER CONTACT Bowen, Miclette&Britt Insurance Agency, LLC NAME: Sara Cunningham PHONE Fax 2800 North Loop West,Suite 1100 a/c No Ext: 713-880-7100 A/C,No):713-880-7166 E-MHouston TX 77092 ADDRESS: scunningham@bmbinc.com INSURER(S)AFFORDING COVERAGE NAIC# INSURERA:Amerlsure Insurance Company 19488 INSURED LHLACYCOMP INSURER B:AmerlSure Mutual Insurance Company 23396 LH Lacy Company, Ltd. PO Box 541297 INSURER c:Great American Ins Cc 16691 Dallas TX 75354 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 1964005189 REVISION NUMBER: 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. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR INSD WVD POLICY NUMBER MM/D MM/D A X COMMERCIAL GENERAL LIABILITY Y Y CPP20675291301 2/1/2022 2/1/2023 EACH OCCURRENCE $1,000,000 CLAIMS-MADE � OCCUR DAMAGE TO TED PREMISES ERa EN occurrence $1,000,000 MED EXP(Any one person) $10,000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY� PRO- � LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER: $ A AUTOMOBILE LIABILITY Y Y CA20675261201 2/1/2022 2/1/2023 COMBINED SINGLE LIMIT $ Ea accident 1 000 000 X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident B X UMBRELLA LIAB X OCCUR Y Y CU21165750003 2/1/2022 2/1/2023 EACH OCCURRENCE $2,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $2,000,000 DIED X RETENTION$0 $ A WORKERS COMPENSATION Y WC206753012 2/1/2022 2/1/2023 X PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? ❑N N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 C 2nd Layer Excess Liability Y Y T00019900511 2/1/2022 2/1/2023 Per Occurrence 9,000,000 Aggregate 9,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) 3rd Layer Excess Liability—EX1 T661 71622 N F—Travelers Property Casualty Cc of America(02/01/2022-02/01/2023) Each Occurrence$4,000,000;Aggregate$4,000,000 The following policy provisions and/or endorsements form part of the policies of insurance represented by this certificate of insurance. The terms contained in the policies and/or endorsements supersede the representations made herein. Electronic copies of the policy provisions and/or endorsements listed below are available by emailing: certificates@bmbinc.com See Attached... CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. City of Fort Worth 200 Texas Street AUTHORIZED REPRESENTATIVE Fort Worth TX 76102 ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD AGENCY CUSTOMER ID: LHLACYCOMP LOC M ,a`oRo ADDITIONAL REMARKS SCHEDULE Page 1 of 1 AGENCY NAMED INSURED Bowen,Miclette&Britt Insurance Agency,LLC LH Lacy Company,Ltd. PO Box 541297 POLICY NUMBER Dallas TX 75354 CARRIER TAIC CODE EFFECTIVE DATE: ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE: CERTIFICATE OF LIABILITY INSURANCE General Liability: Blanket additional insured Ongoing Operations perform#CG 70 85 10 15 Blanket additional insured Completed Operations perform#CG 70 85 10 15 Blanket waiver of subrogation per form#CG 70 63 04 17 Blanket primary/non-contributory per form#CG 70 85 10 15 Automobile: Blanket additional insured per form#CA 71 18 11 09 Blanket waiver of subrogation per form#CA 71 18 11 09 Blanket primary/non-contributory per form#CA 71 65 10 07 Worker's Compensation: Blanket waiver of subrogation per form#WC 42 03 04 B Umbrella Liability: Blanket additional insured per form#CU 00 01 04 13 Blanket waiver of subrogation per form#CU 00 01 04 13 Blanket primary/non-contributory per form#CU 74 67 08 10 2nd Layer Excess Liability: Blanket additional insured per form#TAU 9500 11 97 Blanket waiver of subrogation per form#TAU 9500 11 97 Blanket primary/non-contributory per form#TAU 9999 11 97 3rd Layer Excess Liability: Blanket additional insured per form#XP 00 01 05 14 Blanket waiver of subrogation per form#XP 00 91 02 14 Blanket primary/non-contributory per form#XPT801 02 22 Project:Water,Sewer,Drainage and Paving Improvements for Eagle Ranch(CPN 103763) Certificate Holder Includes:ONML Villas at Eagle Ranch,LLC and City of Fort Worth ACORD 101 (2008/01) ©2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. TEXAS CONTRACTOR'S BLANKET ADDITIONAL INSURED ENDORSEMENT - FORM A This endorsement modifies insurance provided underthe following. COMMERCIAL GENERAL LIABILITY COVERAGE PART Policy Number Agency Number Policy Effective Date CPP206'75291301 0765330 02/01/2022 Policy Expiration Date Date Account Number 02/01/2023 02/01/2022 20017633 Named Insured Agency Issuing Company L. H. LACY COMPANY, LTD. BOWEN MICLETTE & BRITT AMERISURE INSURANCE 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 to add as an additional insured on this policy under a written contract or written agreement relating to your business. b. The written contractor written agreement must: (1) Require additional insured status for a time period during the term of this policy; and (2) Be executed prior to the "bodily injury", "property damage", or"personal and advertising injury"leading to a claim under this policy. c. If, however: (1) "Your work" began under a letter of intent or work order; and (2) The letter of intent or work order led to a written contract or written agreement within 30 days of beginning such work; and (3) Your customer's customary contracts require persons or organizations to be named as additional insureds; we will provide additional insured status as specified in this endorsement. 2. The insurance provided under this endorsement is limited as follows: a. That person or organization is an additional insured only with respect to liability caused, in whole or in part, by: (1) Premises you: (a)Own; (b) Rent; (c) Lease;or (d)Occupy; (2) Ongoing operations performed by you or on your behalf. Ongoing operations does not apply to"bodily injury" or"property damage"occurring after: (a) All work to be performed 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(otherthan service, maintenance or repairs); or (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 contractor working for a principal as a part of the same project. Includes copyrighted material of Insurance Services Office, Inc. CG 70 8510 15 Pages 1 of 3 Policy Number: CPP20675291301 Effective Date: 02/01/2022 - 02/01/2023 (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 coverage for"bodily injury"or"property damage" included within the "products-completed operations hazard". However,the insurance afforded to such additional 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) Additional Insured —Owners, Lessees or Contractors—Completed Operations endorsement CG 20 371001; then the phrase"caused, in whole or in part, by"in paragraph 2.a.above is replaced by"arising out of'. c. If the written contract or written agreement requires you to provide additional insured coverage to that person or organization by the use of: (1) Additional Insured—Owners, Lessees or Contractors—Scheduled Person Or Organization endorsement CG 20 10 07 04 or CG 20 10 04 13;or (2) Additional Insured—Owners, Lessees or Contractors—Completed Operations endorsement CG 20 37 07 04 or CG 20 37 04 13; or (3) Both those endorsements with either of those edition dates;or (4) Either or both of the following: (a) Additional Insured —Owners, Lessees or Contractors—Scheduled Person Or Organization endorsement CG 20 10 without an edition date specified;or (b) Additional Insured —Owners, Lessees or Contractors—Completed Operations endorsement CG 20 37 without an edition date specified; then paragraph 2.a.above applies. d. Premises,as respects paragraph 2.a.(1)above, include common or public areas about such premises if so required in the written contractor written agreement. e. Additional insured status provided 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 apply to the additional insured are the least of those specified in the: (1) Written contract; (2) Written agreement;or (3) Declarations of this policy. The limits of insurance are inclusive of and not in addition to the limits of insurance shown in the Declarations. g. The insurance provided to the additional insured does not apply to"bodily injury", "property damage",or "personal and advertising injury"arising out of an architect's, engineer's, or surveyor's rendering of, or failure to render,any professional services, including but not limited to: (1) The preparing, approving, or failing to prepare or approve: (a) Maps; (b) Drawings; (c)Opinions; Includes copyrighted material of Insurance Services Office, Inc. Page 2 of 3 CG 70 85 10 15 Policy Number: CPP20675291301 Effective Date: 02/01/2022 - 02/01/2023 (d) Reports; (e)Surveys; (f)Change orders; (g) Design specifications;and (2) Supervisory,inspection,or engineering services. h. SECTION IV—COMMERCIAL GENERAL LIABILITY CONDITIONS,paragraph 4.Other Insurance is deleted and replaced with the following: 4. Otherinsurance. Coverage provided by this endorsement is excess over any other valid and collectible insurance available to the additional insured whether: a. Primary; b.Excess; c.Contingent; or d.On any other basis; but if the written contract or written agreement requires primary and non-contributory coverage,this insurance will be primary and non-contributory relative to other insurance available to the additional insured which covers that person or organization as a Named Insured,and we will not share with that other insurance. i. If the written contract or written agreement as outlined above requires additional 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.h. Other Insurance. Additional insured status is limited to that provided by CG 20 10 11 85 shown below and paragraph 2.1h. Other Insurance shown above. ADDITIONAL INSURED-OWNERS, LESSEES OR CONTRACTORS(FORM B) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL_ LIABILITY COVERAGE PART. SCHEDULE Name of Person or Organization: Blanket where required by written contractor written agreement that the terms of CG 20 10 11 85 apply. (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) WHO IS AN INSURED (Section 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"yourwork"forthat insured by or for you. CG 20 10 1185 Copyright, Insurance Services Office, Inc., 1984 j. 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 Office, Inc. CG 70 8510 15 Pages 3 of 3 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. TEXAS CONTRACTOR'S BLANKET ADDITIONAL INSURED ENDORSEMENT - FORM A This endorsement modifies insurance provided underthe following. COMMERCIAL GENERAL LIABILITY COVERAGE PART Policy Number Agency Number Policy Effective Date CPP206'75291301 0765330 02/01/2022 Policy Expiration Date Date Account Number 02/01/2023 02/01/2022 20017633 Named Insured Agency Issuing Company L. H. LACY COMPANY, LTD. BOWEN MICLETTE & BRITT AMERISURE INSURANCE 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 to add as an additional insured on this policy under a written contract or written agreement relating to your business. b. The written contractor written agreement must: (1) Require additional insured status for a time period during the term of this policy; and (2) Be executed prior to the "bodily injury", "property damage", or"personal and advertising injury"leading to a claim under this policy. c. If, however: (1) "Your work" began under a letter of intent or work order; and (2) The letter of intent or work order led to a written contract or written agreement within 30 days of beginning such work; and (3) Your customer's customary contracts require persons or organizations to be named as additional insureds; we will provide additional insured status as specified in this endorsement. 2. The insurance provided under this endorsement is limited as follows: a. That person or organization is an additional insured only with respect to liability caused, in whole or in part, by: (1) Premises you: (a)Own; (b) Rent; (c) Lease;or (d)Occupy; (2) Ongoing operations performed by you or on your behalf. Ongoing operations does not apply to"bodily injury" or"property damage"occurring after: (a) All work to be performed 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(otherthan service, maintenance or repairs); or (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 contractor working for a principal as a part of the same project. Includes copyrighted material of Insurance Services Office, Inc. CG 70 8510 15 Pages 1 of 3 Policy Number: CPP20675291301 Effective Date: 02/01/2022 - 02/01/2023 (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 coverage for"bodily injury"or"property damage" included within the "products-completed operations hazard". However,the insurance afforded to such additional 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) Additional Insured —Owners, Lessees or Contractors—Completed Operations endorsement CG 20 371001; then the phrase"caused, in whole or in part, by"in paragraph 2.a.above is replaced by"arising out of'. c. If the written contract or written agreement requires you to provide additional insured coverage to that person or organization by the use of: (1) Additional Insured—Owners, Lessees or Contractors—Scheduled Person Or Organization endorsement CG 20 10 07 04 or CG 20 10 04 13;or (2) Additional Insured—Owners, Lessees or Contractors—Completed Operations endorsement CG 20 37 07 04 or CG 20 37 04 13; or (3) Both those endorsements with either of those edition dates;or (4) Either or both of the following: (a) Additional Insured —Owners, Lessees or Contractors—Scheduled Person Or Organization endorsement CG 20 10 without an edition date specified;or (b) Additional Insured —Owners, Lessees or Contractors—Completed Operations endorsement CG 20 37 without an edition date specified; then paragraph 2.a.above applies. d. Premises,as respects paragraph 2.a.(1)above, include common or public areas about such premises if so required in the written contractor written agreement. e. Additional insured status provided 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 apply to the additional insured are the least of those specified in the: (1) Written contract; (2) Written agreement;or (3) Declarations of this policy. The limits of insurance are inclusive of and not in addition to the limits of insurance shown in the Declarations. g. The insurance provided to the additional insured does not apply to"bodily injury", "property damage",or "personal and advertising injury"arising out of an architect's, engineer's, or surveyor's rendering of, or failure to render,any professional services, including but not limited to: (1) The preparing, approving, or failing to prepare or approve: (a) Maps; (b) Drawings; (c)Opinions; Includes copyrighted material of Insurance Services Office, Inc. Page 2 of 3 CG 70 85 10 15 Policy Number: CPP20675291301 Effective Date: 02/01/2022 - 02/01/2023 (d) Reports; (e)Surveys; (f)Change orders; (g) Design specifications;and (2) Supervisory,inspection,or engineering services. h. SECTION IV—COMMERCIAL GENERAL LIABILITY CONDITIONS,paragraph 4.Other Insurance is deleted and replaced with the following: 4. Otherinsurance. Coverage provided by this endorsement is excess over any other valid and collectible insurance available to the additional insured whether: a. Primary; b.Excess; c.Contingent; or d.On any other basis; but if the written contract or written agreement requires primary and non-contributory coverage,this insurance will be primary and non-contributory relative to other insurance available to the additional insured which covers that person or organization as a Named Insured,and we will not share with that other insurance. i. If the written contract or written agreement as outlined above requires additional 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.h. Other Insurance. Additional insured status is limited to that provided by CG 20 10 11 85 shown below and paragraph 2.1h. Other Insurance shown above. ADDITIONAL INSURED-OWNERS, LESSEES OR CONTRACTORS(FORM B) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL_ LIABILITY COVERAGE PART. SCHEDULE Name of Person or Organization: Blanket where required by written contractor written agreement that the terms of CG 20 10 11 85 apply. (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) WHO IS AN INSURED (Section 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"yourwork"forthat insured by or for you. CG 20 10 1185 Copyright, Insurance Services Office, Inc., 1984 j. 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 Office, Inc. CG 70 8510 15 Pages 3 of 3 006213-1 PERFORMANCE BOND Pagel of 3 1 SECTION 00 62 13 Bond No.4501660 2 PERFORMANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we, L.H. Lacy Company,Ltd.,known as "Principal"herein and 9 Great American Insurance Company , 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,ONML Villas at Eagle Ranch LLC, 12 authorized to do business in Texas("Developer")and the City of Fort Worth, a Texas municipal 13 corporation("City"), in the penal sum of, ONE MILLION SIX HUNDRED EIGHTEEN 14 THOUSAND EIGHT HUNDRED FORTY-FIVE AND FIFTY-THREE CENTS 15 ($1,618,845.53), lawful money of the United States,to be paid in Fort Worth, Tarrant County, 16 Texas for the payment of which sum well and truly to be made jointly unto the Developer and the 17 City as dual obligees, we bind ourselves, our heirs, executors, administrators, successors and 18 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 CFA22-0063; and 22 WHEREAS,the Principal has entered into a certain written contract with the Developer awarded II 23 the III tL day of 0 t 1 tuber ,20 ZL,which Contract is hereby referred to and made a 24 part hereof for all purposes as if fully set forth herein,to furnish all materials, equipment labor 25 and other accessories defined by law, in the prosecution of the Work, including any Change 26 Orders, as provided for in said Contract designated as Eagle Ranch. 27 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 Work, 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 32 obligation shall be and become null and void, otherwise to remain in full force and effect. CITY OF FORT WORTH EAGLE RANCH STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS 103763 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 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 day of 9 G c-�..���r , 20 2 L-. 10 PRINCIPAL: 11 L.H. Lacy Company, Ltd. 12 13 14 BY: 15 Signature 16 aEST: 1718 p 19 (Principal)Secretary Nalne and Title 20 21 Address: 1880 Crown Dr., Suite 1200 22 Dallas,TX 75234 23 24 25 Witness as to Principal 26 SURETY: 27 Great American Insurance Company 28 ----- 29 30 BY: 31 Signature 32 33 Rita G. Gulizo,Attorney-in-Fact 34 Name and Title 35 36 Address: 301 E. Fourth Street 37 Cincinnati, OH 45202 38 39 lJu1 -� 40 Witness as t8 Surety Al Johnson Telephone Number: (513)369-5000 41 42 43 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 EAGLE RANCH STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS 103763 Revised January 31,2012 0062 13-3 PERFORMANCE BOND Page 3 of 3 1 The date of the bond shall not be prior to the date the Contract is awarded. 2 CITY OF FORT WORTH EAGLE RANCH STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS 103763 Revised January 31,2012 0062 14-1 PAYMENT BOND Page 1 of 2 1 SECTION 00 62 14 2 PAYMENT BOND Bond No.4501660 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT 7 That we, L.H. Lacy Company, Ltd., known as "Principal" herein, and 8 Great American Insurance Company , a corporate surety ( or sureties if more 9 than one), duly authorized to do business in the State of Texas, known as "Surety" herein 10 (whether one or more), are held and firmly bound unto the Developer, ONML Villas at Eagle 11 Ranch LLC, authorized to do business in Texas "(Developer"), and the City of Fort Worth, a 12 Texas municipal corporation ("City"), in the penal sum of ONE NIILLION SIX HUNDRED 13 EIGHTEEN THOUSAND EIGHT HUNDRED FORTY-FIVE AND FIFTY-THREE 14 CENTS ($1,618,845.53), lawful money of the United States, to be paid in Fort Worth, Tarrant 15 County, Texas, for the payment of which sum well and truly be made jointly unto the Developer 16 and the City as dual obligees, we bind ourselves, our heirs, executors, administrators, successors 17 and assigns,jointly and severally, firmly by these presents: 18 WHEREAS, Developer and City have entered into an Agreement for the construction of 19 community facilities in the City of Fort Worth, by and through a Community Facilities 20 Agreement, CFA Number CFA22-0063; and 21 WHEREAS, Principal has entered into a certain written Contract with Developer, 22 awarded the 'L1 w day of !/ChLor , 20 Zr_ which Contract is hereby 23 referred to and made a part hereof for all purposes as if fully set forth herein, to furnish all 24 materials, equipment, labor and other accessories as defined by law, in the prosecution of the 25 Work as provided for in said Contract and designated as Eagle Ranch. 26 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 27 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 28 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 29 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 30 force and effect. CITY OF FORT WORTH EAGLE RANCH STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS 103763 Revised January 31,2012 0062 14-2 PAYMENTBOND Page 2 of 2 1 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 2 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 day of 6 �,°c ��-r " ,20 2�- 7 PRINCIPAL: L.H. Lacy Company, Ltd. ATTEST: BY: Signature (Principal) Secretary Name and T tle Address: 1880 Crown Dr., Suite 1200 11E� Dallas,TX 75234 Witness as to Principal SURETY: Great American Insurance Company ATTEST: BY: Signature Rita G. Gulizo,Attorney-in-Fact (Surety) MftW Al Johnson,Witness Name and Title Address: 301 E. Fourth Street Cincinnati, OH 45202 Witness as io Surety Ginger Thomas Telephone Number: (513)369-5000 8 9 Note: If signed by an officer of the Surety, there must be on file a certified extract from the 10 bylaws showing that this person has authority to sign such obligation. If Surety's physical 11 address is different from its mailing address, both must be provided. 12 13 The date of the bond shall not be prior to the date the Contract is awarded. 14 END OF SECTION CITY OF FORT WORTH EAGLE RANCH STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS 103763 Revised January 31,2012 006219-1 MAINTENANCE BOND Page 1 of 3 1 SECTION 00 62 19 Bond No.4501660 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we L.H. Lacy Company, Ltd.,known as "Principal"herein and 9 Great American Insurance Company , 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, ONML Villas at Eagle Ranch LLC, 12 authorized to do business in Texas("Developer") and the City of Fort Worth, a Texas municipal 13 corporation("City"), in the sum of ONE MILLION SIX HUNDRED EIGHTEEN 14 THOUSAND EIGHT HUNDRED FORTY-FIVE AND FIFTY-THREE CENTS 15 ($1,618,845.53), lawful money of the United States,to be paid in Fort Worth, Tarrant County, 16 Texas, for payment of which sum well and truly be made jointly unto the Developer and the City 17 as dual obligees and their successors, we bind ourselves, our heirs,executors, administrators, 18 successors and assigns,jointly and severally,firmly by these presents. 19 20 WHEREAS, Developer and City have entered into an Agreement for the construction of 21 community facilities in the City of Fort Worth by and through a Community Facilities 22 Agreement, CFA Number CFA22-0063; and 23 WHEREAS,the Principal has entered into a certain written contract with the Developer 24 awarded the Vti, day of 044ber , 20 ZZ.,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 Eagle Ranch; and 29 30 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 31 accordance with the plans, specifications and Contract Documents that the Work is and will 32 remain free from defects in materials or workmanship for and during the period of two (2)years 33 after the date of Final Acceptance of the Work by the City("Maintenance Period"); and 34 CITY OF FORT WORTH EAGLE RANCH STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS 103763 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 EAGLE RANCH STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS 103763 Revised January 31,2012 006219-3 MAINTENANCE 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 this the 1 day of 3 QC-A��a l , 20'7-1-:-- 4 5 PRINCIPAL: 6 L.H. Lacy Company, Ltd. 7 8 9 BY: 10 Signature 11 AT TEST: 12 13 RAL 1L .116, PrIc 14 (Principal)Secretary Name and Title 15 16 Address: 1880 Crown Dr., Suite 1200 17 Dallas,TX 75234 18 19 20 Witness as to Principal 21 SURETY: 22 Great American Insurance Company 23 _-- —_ 24 25 BY: t 26 ature 27 28 Rita G. Gulizo,Attorney-in-Fact 29 ATTEST: Name and Title 30 31 Address: 301 E. Fourth Street 32 (Surety), DV(AI Johnson,Witness Cincinnati, OH 45202 3334 35 Witness as to Surety Ginger Thomas Telephone Number: (513)369-5000 36 37 *Note: If signed by an officer of the Surety Company,there must be on file a certified extract 38 from the by-laws showing that this person has authority to sign such obligation. If 39 Surety's physical address is different from its mailing address, both must be provided. 40 41 The date of the bond shall not be prior to the date the Contract is awarded. 42 CITY OF FORT WORTH EAGLE RANCH STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS 103763 Revised January 31,2012 GREAT AMERICAN INSURANCE COMPANY@ 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 TWO No.0 21798 POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That the GREAT AMERICAN INSURANCE COMPANY,a corporation organized and existing under and by virtue of the laws of the State of Ohio,does hereby nominate,constitute and appoint the person or persons named below,each individually if more than one is named,its true and lawful attomey-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 BOTH OF BOTH DAVID T.MICLETTE NEW ORLEANS, LOUISIANA $100,000,000 This Power of Attorney revokes all previous powers issued on behalf of the attomey(s)-in-fact named above. IN WITNESS WHEREOF the GREAT AMERICAN INSURANCE COMPANY has caused these presents to be signed and attested by its appropriate officers and its corporate seal hereunto affixed this 13TH day of MAY 2022 Attest GREAT AMERICAN INS NCE COMPAN r s=4}$ 4�— e. :3 41�� Assistant Secretary Divisional Senior Vice President STATE OF OHIO,COUNTY OF HAMILTON-ss: MARK VicARiO(877-377-2405) On this 13TH day of MAY 2022 ,before me personally appeared MARK VICARIO,tome known, being duly swom,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,the Company described in and which executed the above instrument;that he knows the seal of the said Company;that the seal affixed to the said instrument is such corporate seal;that it was so affixed by authority of his office under the By-Laws of said Company,and that he signed his name thereto by like authority. SUSAN A KOHORST n Notary Public State of Ohio My Comm.Expires a.6- May 18,2025 This Power of Attorney is granted by authority of the following resolutions adopted by the Board of Directors of Great American Insurance Company by unanimous written consent dated June 9,2008. RESOLVED: That the Divisional President,the several Divisional Senior Vice Presidents,Divisional Vice Presidents and Divisonal Assistant Vice Presidents,or any one of them,be and hereby is authorized,from time to time,to appoint one or more Attorneys-in-Fact to execute on behalf of the Company, as surety,any and all bonds,undertakings and contracts of suretyship,or other written obligations in the nature thereof-to prescribe their respective duties and the respective 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,contract of suretyship, or other written obligation in the nature thereof,such signature and seal when so used being hereby adopted by the Company as the original signature ofsuch officer and the original seal of the Company, to be valid and binding upon the Company with the same force and effect as though manually affixed. CERTIFICATION 1,STEPHEN C.BERAHA,Assistant Secretary of Great American Insurance Company,do hereby certify that the foregoing power of Attorney and the Resolutions of the Board of Directors of June 9,2008 have not been revoked and are now in full force and effect. Signed and sealed this day of Q L 10 be r' , to 2-L 44.. e. 3 Assistant Secretary S1029AH(03/20) Great American Insurance Company of New York GREATAmERICAN, Great American Alliance Insurance Company INSURANCE GROUP Great American Insurance Company IMPORTANT NOTICE: To obtain information or make a complaint: You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 1-800-252-3439 You may write the Texas Department of Insurance at: P.O. Box 149104 Austin, TX 78714-9091 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 301 E. Fourth Street Cincinnati, Ohio 45202 You may also contact the Great American Insurance Company Claim office by: Fax: 1-888-290-3706 Telephone: 1-513-369-5091 Email: BondClaimsG&GAIG.COM PREMIUM OR CLAIM DISPUTES: If you have a dispute concerning a premium, you should contact the agent first. If you have a dispute concerning a claim, you should contact the company first. If the dispute is not resolved,you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR BOND: This notice is for information only and does not become a part or condition of the attached document. F.9667A(06/22) SECTION 00 42 43 Developer Awarded Projects-PROPOSAL FORM Independent Utility Construction,Inc. CITY OF FORT WORTH EAGLE RANCH 103763 00 42 43 DAP-BID PROPOSAL Page 1 of 2 SECTION 00 42 43 Developer Awarded Projects-PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Specification Unit of Bid No. Description Section No. Measure Quantity Unit Price Bid Value UNIT V:STREET LIGHTING IMPROVEMENTS 1 2605.3015 2"CONDT PVC SCH 80(T) 26 05 33 LF 1,042 $17.01 $17,724.42 2 3441.1410 NO 10 Insulated Elec Condr 3441 10 LF 1,042 $4.64 $4,834.88 3 3441.3001 Rdwy Ilium Assmbly TY 1,4,and 6 3441 20 EA 11 $2,517.00 $27,687.00 4 3441.3301 Rdwy Illum Foundation TY 1,2,and 4 3441 20 EA 11 $1,275.00 $14,025.00 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 TOTAL UNIT V:STREET LIGHTING IMPROVEMENTS $642771.30 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS-DEVELOPER AWARDED PROJECTS Form Version Mav 22,2019 Bidders Application V2-Street Lighting 004243 DAP-BID PROPOSAL Page 2 of 2 SECTION 00 42 43 Developer Awarded Projects-PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Specification Unit of Bid No. Description Unit Price Bid Value Section No. Measure Quantity Bid Summary UNIT V:STREET LIGHTING IMPROVEMENTS $64,271.30 Total Construction Bid $64,271.30 This Bid is submitted by the entity named below: BIDDER: BY: R4,dN�Independent ltility Construction,Inc. 5109 Sun Valley Dr Fort Worth.T\76119 TITLE:817-478-1JJ9—office aiuctx.com DATE: r Contractor agrees to complete WORK for FINAL ACCEPTANCE within 20 Working days after the date when the CONTRACT commences to run as provided in the General Conditions. END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS-DEVELOPER AWARDED PROJECTS Form Version May 22,2019 Bidders Application V2-Street Lighting 0045 11-1 BIDDERS PREQUALIFICATIONS Page I of 3 1 SECTION 00 4511 2 BIDDERS PREQUALIFICATIONS 3 4 1. Summary.All contractors are required to be prequalified by the City prior to submitting 5 bids. To be eligible to bid the contractor must submit Section 00 45 12,Prequalification 6 Statement for the work type(s)listed with their Bid.Any contractor or subcontractor who is 7 not prequalified for the work type(s) listed must submit Section 00 45 13,Bidder 8 Prequalification Application in accordance with the requirements below. 9 10 The prequalification process will establish a bid limit based on a technical evaluation and 11 financial analysis of the contractor. The information must be submitted seven(7)days prior 12 to the date of the opening of bids.For example,a contractor wishing to submit bids on 13 projects to be opened on the 7th of April must file the information by the 31 st day of March 14 in order to bid on these projects. In order to expedite and facilitate the approval of a Bidder's 15 Prequalification Application,the following must accompany the submission. 16 a. A complete set of audited or reviewed financial statements. 17 (1) Classified Balance Sheet 18 (2) Income Statement 19 (3) Statement of Cash Flows 20 (4) Statement of Retained Earnings 21 (5) Notes to the Financial Statements,if any 22 b. A certified copy of the firm's organizational documents(Corporate Charter,Articles 23 of Incorporation,Articles of Organization,Certificate of Formation,LLC 24 Regulations, Certificate of Limited Partnership Agreement). 25 c. A completed Bidder Prequalification Application. 26 (1) The firm's Texas Taxpayer Identification Number as issued by the Texas 27 Comptroller of Public Accounts. To obtain a Texas Taxpayer Identification 28 number visit the Texas Comptroller of Public Accounts online at the 29 following web address www.window.state.tx.us/taxDennit/and fill out the 30 application to apply for your Texas tax ID. 31 (2) The firm's e-mail address and fax number. 32 (3) The firm's DUNS number as issued by Dun&Bradstreet. This number 33 is used by the City for required reporting on Federal Aid projects. The DUNS 34 number may be obtained at www.dnb.com. 35 d. Resumes reflecting the construction experience of the principles of the firm for firms 36 submitting their initial prequalification. These resumes should include the size and 37 scope of the work performed. 38 e. Other information as requested by the City. 39 40 2. Prequalification Requirements 41 a. Financial Statements.Financial statement submission must be provided in 42 accordance with the following: 43 (1) The City requires that the original Financial Statement or a certified copy 44 be submitted for consideration. CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 103763 Revised April 2,2014 004511-2 BIDDERS PREQUALIFICATIONS Page 2 of 3 1 (2) To be satisfactory,the financial statements must be audited or reviewed 2 by an independent, certified public accounting firm registered and in 3 good standing in any state. Current Texas statues also require that 4 accounting firms performing audits or reviews on business entities within 5 the State of Texas be properly licensed or registered with the Texas State 6 Board of Public Accountancy. 7 (3) The accounting firm should state in the audit report or review whether 8 the contractor is an individual,corporation,or limited liability company. 9 (4) Financial Statements must be presented in U.S. dollars at the current rate 10 of exchange of the Balance Sheet date. 11 (5) The City will not recognize any certified public accountant as 12 independent who is not,in fact, independent. 13 (6) The accountant's opinion on the financial statements of the contracting 14 company should state that the audit or review has been conducted in 15 accordance with auditing standards generally accepted in the United 16 States of America. This must be stated in the accounting firm's opinion. 17 It should: (1)express an unqualified opinion,or(2)express a qualified 18 opinion on the statements taken as a whole. 19 (7) The City reserves the right to require a new statement at any time. 20 (8) The financial statement must be prepared as of the last day of any month, 21 not more than one year old and must be on file with the City 16 months 22 thereafter, in accordance with Paragraph 1. 23 (9) The City will determine a contractor's bidding capacity for the purposes 24 of awarding contracts.Bidding capacity is determined by multiplying the 25 positive net working capital(working capital=current assets—current 26 liabilities)by a factor of 10. Only those statements reflecting a positive 27 net working capital position will be considered satisfactory for 28 prequalification purposes. 29 (10) In the case that a bidding date falls within the time a new financial 30 statement is being prepared,the previous statement shall be updated with 31 proper verification. 32 b. Bidder Prequalification Application. A Bidder Prequalification Application must be 33 submitted along with audited or reviewed financial statements by firms wishing to be 34 eligible to bid on all classes of construction and maintenance projects. Incomplete 35 Applications will be rejected. 36 (1) In those schedules where there is nothing to report,the notation of 37 "None"or"N/A"should be inserted. 38 (2) A minimum of five(5)references of related work must be provided. 39 (3) Submission of an equipment schedule which indicates equipment under 40 the control of the Contractor and which is related to the type of work for 41 which the Contactor is seeking prequalification. The schedule must 42 include the manufacturer,model and general common description of 43 each piece of equipment.Abbreviations or means of describing 44 equipment other than provided above will not be accepted. 45 46 3. Eligibility to Bid 47 a. The City shall be the sole judge as to a contractor's prequalification. 48 b. The City may reject, suspend,or modify any prequalification for failure by the 49 contractor to demonstrate acceptable financial ability or performance. 50 c. The City will issue a letter as to the status of the prequalification approval. CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 103763 Revised April 2,2014 004511-3 BIDDERS PREQUALIFICATIONS Page 3 of 3 1 d. If a contractor has a valid prequalification letter,the contractor will be eligible to bid 2 the prequalified work types until the expiration date stated in the letter. 3 4 5 6 7 8 END OF SECTION 9 CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 103763 Revised April 2,2014 0045 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 Type"box provide the complete major work type and actual description as provided by the Water Department for water and sewer and TPW for paving Major Work Type Contractor/Subcontractor Company Name Prequalification Ex iration Date Roadway and Pedestrian Street Independent Utility Construction, Inc. 03/01/2023 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: Bchard Wolfe 61 (Signature) TITLE: President DATE: 10/26/2022 END OF SECTION CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT—DEVELOPER AWARDED PROJECTS 00 45 12_Prequalification Statement 2015_DAP Form Version September 1,2015 00 45 26- 1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of I 1 SECTION 00 45 26 2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 3 4 Pursuant to Texas Labor Code Section 406.096(a),as amended, Contractor certifies that it 5 provides worker's compensation insurance coverage for all of its employees employed on City 6 Project No. 103763. Contractor further certifies that, pursuant to Texas Labor Code, Section 7 406.096(b),as amended,it will provide to City its subcontractor's certificates of compliance with 8 worker's compensation coverage. 9 10 CONTRACTOR: 11 12 Independent Utility Construction, Inc. By: Richard Wolfe 13 Company Please Print) 14 15 5109 Sun Valley Drive Signature: 16 Address 17 18 Fort Worth, TX 76119 Title: President 19 City/State/Zip (Please Print) 20 21 22 THE STATE OF TEXAS § 23 24 COUNTY OF TARRANT § 25 26 BEFORE ME,the undersigned authority, on this day personally appeared 27 Richard Wolfe ,known to me to be the person whose name is 28 subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as 29 the act and deed of Independent Utility Construction Inc. for the purposes and 30 consideration therein expressed and in the capacity therein stated. 31 32 GIVEN UNDER MY HAND AND SEAL OF OFFICE this � day of 33 20 34 ti 3536 ✓�� 37 tary Public in and for the State of Texas 38 39 END OF SECTION 40 CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 103763 Revised April 2,2014 00 52 43-1 Developer Awarded Project Agreement Page 1 of 4 1 SECTION 00 52 43 2 AGREEMENT 3 THIS AGREEMENT, authorized on I U ;1 C j-)-is made by and between the Developer, 4 ONML Villas at Eagle Ranch LLC, authorized to do business in Texas ("Developer"), and 5 Independent Utility Construction, Inc., authorized to do business in Texas, acting by and through 6 its duly authorized representative,("Contractor"). 7 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 8 follows: 9 Article 1.WORK 10 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 11 Project identified herein. 12 Article 2.PROJECT 13 The project for which the Work under the Contract Documents may be the whole or only a part is 14 generally described as follows: 15 Eagle Ranch 16 City Project Number: 103763 17 Article 3. CONTRACT TIME 18 3.1 Time is of the essence. 19 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 20 Documents are of the essence to this Contract. 21 3.2 Final Acceptance. 22 The Work will be complete for Final Acceptance within 20 1 calendar days after the date 23 when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard 24 City Conditions of the Construction Contract for Developer Awarded Projects. 25 3.3 Liquidated damages 26 Contractor recognizes that time is of the essence of this Agreement and that Developer 27 will suffer financial loss if the Work is not completed within the times specified in 28 Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of 29 the Standard City Conditions of the Construction Contract for Developer Awarded 30 Projects. The Contractor also recognizes the delays, expense and difficulties involved in 31 proving in a legal proceeding the actual loss suffered by the Developer if the Work is not 32 completed on time. Accordingly, instead of requiring any such proof, Contractor agrees 33 that as liquidated damages for delay (but not as a penalty), Contractor shall pay 34 Developer Six Hundred Fifty Dollars ($650.00) for each day that expires after the time 35 specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of 36 Acceptance. CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised June 16,2016 005243-2 Developer Awarded Project Agreement Page 2 of 4 37 Article 4. CONTRACT PRICE 38 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract 39 Documents an amount in current funds o ty four thousand two Hundred seventy one dollars and th rt 0 ars 40 ($ 64 271.30 ). 41 Article 5. CONTRACT DOCUMENTS 42 5.1 CONTENTS: 43 A. The Contract Documents which comprise the entire agreement between Developer and 44 Contractor concerning the Work consist of the following: 45 1. This Agreement. 46 2. Attachments to this Agreement: 47 a. Bid Form(As provided by Developer) 48 1) Proposal Form (DAP Version) 49 2) Prequalification Statement 50 3) State and Federal documents (project specific) 51 b. Insurance ACORD Form(s) 52 c. Payment Bond(DAP Version) 53 d. Performance Bond(DAP Version) 54 e. Maintenance Bond(DAP Version) 55 f. Power of Attorney for the Bonds 56 g. Worker's Compensation Affidavit 57 h. MBE and/or SBE Commitment Form(If required) 58 3. Standard City General Conditions of the Construction Contract for Developer 59 Awarded Projects. 60 4. Supplementary Conditions. 61 5. Specifications specifically made a part of the Contract Documents by attachment 62 or, if not attached, as incorporated by reference and described in the Table of 63 Contents of the Project's Contract Documents. 64 6. Drawings. 65 7. Addenda. 66 8. Documentation submitted by Contractor prior to Notice of Award. 67 9. The following which may be delivered or issued after the Effective Date of the 68 Agreement and, if issued, become an incorporated part of the Contract Documents: 69 a. Notice to Proceed. 70 b. Field Orders. 71 c. Change Orders. 72 d. Letter of Final Acceptance. 73 74 CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised June 16,2016 005243-3 Developer Awarded Project Agreement Page 3 of 4 75 Article 6. INDEMNIFICATION 76 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 77 expense, the city, its officers, servants and employees, from and against any and all 78 claims arising out of, or alleged to arise out of, the work and services to be performed 79 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 80 under this contract. This indemnification provision is specifically intended to operate 81 and be effective even if it is alleged or proven that all or some of the damages being 82 sought were caused, in whole or in part, by any act, omission or negligence of the city. 83 This indemnity provision is intended to include, without limitation, indemnity for 84 costs, expenses and legal fees incurred by the city in defending against such claims and 85 causes of actions. 86 87 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 88 the city,its officers,servants and employees,from and against any and all loss,damage 89 or destruction of property of the city,arising out of,or alleged to arise out of, the work 90 and services to be performed by the contractor, its officers, agents, employees, 91 subcontractors, licensees or invitees under this contract. This indemnification 92 provision is specifically intended to operate and be effective even if it is alleged or 93 proven that all or some of the damages being sought were caused, in whole or in part, 94 by any act, omission or negligence of the city. 95 96 Article 7. MISCELLANEOUS 97 7.1 Terms. 98 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of 99 the Construction Contract for Developer Awarded Projects. 100 7.2 Assignment of Contract. 101 This Agreement, including all of the Contract Documents may not be assigned by the 102 Contractor without the advanced express written consent of the Developer. 103 7.3 Successors and Assigns. 104 Developer and Contractor each binds itself, its partners, successors, assigns and legal 105 representatives to the other party hereto, in respect to all covenants, agreements and 106 obligations contained in the Contract Documents. 107 7.4 Severability. 108 Any provision or part of the Contract Documents held to be unconstitutional, void or 109 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 110 remaining provisions shall continue to be valid and binding upon DEVELOPER and ill CONTRACTOR. 112 7.5 Governing Law and Venue. 113 This Agreement, including all of the Contract Documents is performable in the State of 114 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 115 Northern District of Texas,Fort Worth Division. CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised June 16,2016 005243-4 Developer Awarded Project Agreement Page 4 of4 116 117 7.6 Authority to Sign. 118 Contractor shall attach evidence of authority to sign Agreement, if other than duly 119 authorized signatory of the Contractor. 120 121 IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple 122 counterparts. 123 124 This Agreement is effective as of the last date signed by the Parties(`Effective Date"). 125 Contractor: Developer: Independent Utility Construction, inc. ONML Vlllas at Eagle Ranch, LLC B (�41 i By: ::2 /---- `���nature) (Signature) Richard Wolfe Zac Thompson (Printed Name) (Printed Name) Title: President Title: President Company Nametndependent Utility Construction,Nmpany name:ONML Vlllas at Eagle Ranch,LLC Address: 5109 Sun Valley Drive Address: 1038 Texan Trail City/State/Zip: Fort Worth.TX 76119 City/State/Zip: Grapevine,Texas 76051 fC) 5 - /zt7� 10/31/22 Date Date 126 CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised June 16,2016 006125-1 CERTIFICATE OF INSURANCE Page 1 of 1 1 SECTION 00 6125 2 CERTIFICATE OF INSURANCE 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 END OF SECTION CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 103763 Revised July 1,2011 00 61 13- I PERFORMANCE BOND Page I ul'2 Bond No. 260824N SECTION 00 62 13 '— PERFORMANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, Independent Utility Construction Inc , known as"Principal"herein and 8 Westfield Insurance Company ,a corporate surety(sureties, if more than one)duly 9 authorized to do business in the State of Texas, known as"Surety"herein(whether one or more), 10 are held and firmly bound unto the Developer, ONML Villas at Eagle Ranch LLC authorized to I I do business in Texas("Developer")and the City of Fort Worth, a Texas municipal corporation 12 ("City"), in the penal sum of, Sixty-Four Thousand Two Hundred Seventy-One Dollars&Thirty 13 Cents($64,271.30)lawful money of the United States,to be paid in Fort Worth,Tarrant County, 14 Texas for the payment of which sum well and truly to be made,jointly unto the Developer and the 15 City as dual obliges,we bind ourselves,our heirs,executors,administrators,successors and 16 assigns,jointly and severally,firmly by these presents. 17 WHEREAS,Developer and City have entered into an Agreement for the construction of 18 community facilities in the City of Fort Worth by and through a Community Facilities Agreement, 19 CFA Number 22-0063 ; and 20 WHEREAS,the Principal has entered into a certain written contract with the Developer 21 awarded the_day of QC _,201�which Contract is hereby referred to and 22 made a part hereof for all purposes as if fully set forth herein,to furnish all materials,equipment 23 labor and other accessories defined by law,in the prosecution of the Work, including any Change 24 Orders,as provided for in said Contract designated as Street Lightin Improvements to serve Eagle 25 Ranch. 26 NOW,THEREFORE,the condition of this obligation is such that if the said Principal 27 shall faithfully perform it obligations under the Contract and shall in all respects duly and faithfully 28 perform the Work, including Change Orders, under the Contract,according to the plans, 29 specifications, and contract documents therein referred to,and as well during any period of 30 extension of the Contract that may be granted on the part of the Developer and/or City,then this 31 obligation shall be and become null and void,otherwise to remain in full force and effect. 32 33 CITY OF FORT WORTH Eagle Ranch STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS City Project No.103763 Revised.lanuary 31,2012 006113-2 PERFORMANCE BOND Page 2 of 2 Bond No. 260824N 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 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 this 8 instrument by duly authorized agents and officers on this the day of �{,20_j�)- 9 PRINCIPAL: 10 INDEPENDENT UTILITY II CONSTRU 12 Tl0 C. 13 BY: 14 S gnature 15 4ATTS16 1Richard Wolfe,President 18 4cretary Morgan VOlfe Name and Title 19 20 _ Address:5109 Sun Valley Drive 21 - Fort Worth,Texas 76119 22 23 �/t 24 anesso Principal Christiha Garcia SURETY: 25 WESTFIELD INSURANCE COMPANY 26 27 28 BY: _ 29 Signature 30 31 Kyle W. Sweenev Attomey-in-Fact 32 Name and Title 33 34 Address:555 Republic Drive Suite 450 35 Plano,Texas 75074 36 37 fi-IJ 38 Witnesstds to Surety Elizabeth Gray Telephone Number:972-516-2600 39 40 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 41 from the by-laws showing that this person has authority to sign such obligation. if 42 Surety's physical address is different from its mailing address, both must be provided. 43 The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS Eagle Ranch Revised January 3I,2012 City Project No. 103763 0061 14-1 PAYMENT BONI) Page I of 2 Bond No. 260824N I SECTION 00 62 14 2 PAYMENT BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, Independent Utility Construction Inc.— known as "Principal" herein, 8 and Westfield Insurance Company , a corporate surety (or sureties if more than 9 one),duly authorized to do business in the State of Texas, known as"Surety"herein(whether one 10 or more), are held and firmly bound unto the Developer ONML Villas at Eagle Ranch LLC 1 1 authorized to do business in Texas ("Developer"), and the City of Fort Worth, a Texas municipal 12 corporation ("City"), in the penal sum of Sixty-Four Thousand Two Hundred Seventy-One 13 Dollars& Thirty Cents $64 271 30) lawful money of the United States,to be paid in Fort Worth, 14 Tarrant County, Texas, for the payment of which sum well and truly be made jointly unto the 15 Developer and City as dual obligees, we bind ourselves, our heirs, executors, administrators, 16 successors and assigns,jointly and severally,firmly by these presents: 17 WHEREAS,Developer and City have entered into an Agreement for the construction of 18 community facilities in the City of Fort Worth, by and through a Community Facilities 19 Agreement,CFA Number 22-0063 ; and 20 WHEERFAS,Princi al has entered into a certain written Contract with Developer, 21 awarded the _)� day of �L'Zli .r ,20a,which Contract is hereby referred to and 22 made a part hereof for all purposes as if fully set forth herein,to furnish all materials,equipment, 23 labor and other accessories as defined by law,in the prosecution of the Work as provided for in 24 said Contract and designated as Street Lighting Improvements to serve Eagle Ranch 25 NOW,THEREFORE,THE CONDITION OF THIS OBLIGATION is such that if 26 Principal shall pay all monies owing to any(and all)payment bond beneficiary(as defined in 27 Chapter 2253 of the Texas Government Code,as amended) in the prosecution of the Work under 28 the Contract,then this obligation shall be and become null and void;otherwise to remain in full 29 force and effect. 30 31 CITY OF FORT WORTH Eagle Ranch STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS City Project No. 103763 Revised.lanuary 31,2012 0061 14.2 PAYMENT BOND Page 2 of 2 Bond No. 260824N ► This bond is made and executed in compliance with the provisions of Chapter 2253 of the 2 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 ejch SIGNE and SEALED 5 this instrument by duly authorized agents and officers on this they day of Ocbw,20J91— PRINCIPAL: INDEPEND NT UTILITY CONST ION INC. ATTEST: BY. Signature Richard Wolfe, President ( rincipal cretary M gan olfe Name and Title Address: 5109 Sun Valley Drive / Fort Worth,Texas 76119 ness as to Principal Christina Garcia SURETY: WESTFIELD INSURANCE COMPANY ATTEST: - BY: Z�-o 4SiiatugregZ� Ike W. Sweeney Attorney-in-Fact (Surety)Secretary Frank A.Carrino Name and Title Address: 555 Republic Drive Suite 450 Plano,Texas 75074 Witness aQto Surety Elizabeth Gray 6 Telephone Number: 972-516-2600 7 Note: If signed by an officer of the Surety, there must be on file a certified extract from the 8 bylaws showing that this person has authority to sign such obligation. If Surety's physical 9 address is different from its mailing address, both must be provided. 10 I 1 The date of the bond shall not be prior to the date the Contract is awarded. 12 13 END OF SECTION CITY OF FORT WORTH STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS Eagle Ranch Revised January 31,2012 City Project No. 103763 0062 19-1 MAINTENANCE BOND Page 1 of 3 Bond No. 260824N SECTION 00 62 19 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TA.RRANT § 7 8 That we Independent Utility Construction Inc , known as"Principal"herein and 9 Westfield Insurance Company,a corporate surety(sureties, if more than one)duly 10 authorized to do business in the State of Texas, known as"Surety" herein(whether one or more), I I are held and firmly bound unto the Developer,ONML Villas at Eagle Ranch. LLC authorized to 12 do business in Texas("Developer")and the City of Fort Worth,a Texas municipal corporation 13 ("City"), in the sum of Sixty-Four Thousand,Two Hundred Seventy-One Dollars&Thiqy Cents 14 ($64,271.30)lawful money of the United States,to be paid in Fort Worth,Tarrant County,Texas, 15 for payment of which sum well and truly be made jointly unto the Developer and the City as dual 16 obligees and their successors,we bind ourselves,our heirs, executors,administrators,successors 17 and assigns,jointly and severally, firmly by these presents. 18 19 WHEREAS, Developer and City have entered into an Agreement for the construction of 20 community facilities in the City of Fort Worth by and through a Community Facilities 21 Agreement,CFA Number 22-0063 ; and 22 WHEREAS,the Principal hasentered into a certain written contract with the Developer 23 awarded theW day of 06,1 -bZK ,21,3Tich Contract is hereby referred to and 24 a made part hereof for all purposes as if fully set forth herein,to furnish all materials,equipment 25 labor and other accessories as defined by law,in the prosecution of the Work, including any 26 Work resulting from a duly authorized Change Order(collectively herein,the"Work")as 27 provided for in said Contract and designated as Street Li lgiting Improvements to serve Eagle 28 Ranch;and 29 30 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 31 accordance with the plans,specifications and Contract Documents that the Work is and will 32 remain free from defects in materials or workmanship for and during the period of two(2)years 33 after the date of Final Acceptance of the Work by the City("Maintenance Period");and 34 CITY OF FORT WORTH Eagle Ranch STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS City Project No, 103763 Revised January 31,2012 0062 19-2 MAINTENANCE BOND Page 2 of 3 Bond No. 260824N I 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 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 a]I 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 Eagle Ranch STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS City Prqiect No. 103763 Revised January 31,2012 0062 19-3 MAINTENANCE BOND Page 3 of 3 Bond No. 260824N 1 IN WITNESS WHEREOF,the Principal and the Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the"day of Ir ,20,� 3 4 PRINCIPAL: 5 INDEPENDENT UTILITY 6 CONST TION 8 INC. 7 9 Y. Signatur 10 ATT 11 12 Richard Wolfe, President 13 ( rinc pal ecretary Morga Wo e Name and Title 14 15 Address:5109 Sun Valley Drive 16 17 Fort Worth,Texas 76119 18 19 t ness as to Principal Christina Garcia 20 SURETY: 21 WESTFIELD INSURANCE COMPANY 22 23 24 BY: 25 26 nature 27 Kyle W.Sweeney Attorney-in-Fact 28 ATTEST: Name and Title 29 30 �'w -0 Address:555 Republic Drive Suite 450 31 (Surety)Secretary Frank A.Carr' o Plano.Texas 75074 32 33 34 Witness a Surety Elizabeth Gray Telephone Number:972-516-2600 35 36 *Note: If signed by an officer of the Surety Company,there must be on file a certified extract 37 from the by-laws showing that this person has authority to sign such obligation. If 38 Surety's physical address is different from its mailing address, both must be provided. 39 40 The date of the bond shall not be prior to the date the Contract is awarded. 41 CITY OF FORT WORTH STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS Eagle Ranch Revised.lanikuy 31,2012 City Project No. 103763 IMPORTANT NOTICE AVISO IMPORTANTE To obtain information or make a complaint: Para obtener informacion o para sorneter Una You may call Westfield Insurance Company's queja: and/or Ohio Farmers Insurance Company's Usted puede Ilamar al numero de telefono gratis de toll-free telephone number for information or to Westfield Insurance Company's/Ohio Farmers make a complaint at: Insurance Company's para informacion o para 1-800-368-3597 someter una queja al: You may also write to Westfield Insurance 1-800-368-3597 Company and/or Ohio Farmers Insurance Usted tambien puede escribir a Westfield Insurance Company at: Company/ Ohio Farmers Insurance Company: 555 Republic Drive, Suite 450 555 Republic Drive, Suite 450 Plano, Texas 75074-8848 Plano, Texas 75074-8848 You may contact the Texas Department of Puede comunicarse con el Departamento de Insurance to obtain information on Seguros de Texas para obtener informacion acerca companies, coverages, rights or complaints de companies, coberturas, derechos o quejas al: at: 1-800-252-3439 1-800-252-3439 Puede escribir al Departamento de Seguros de You may write the Texas Department of Texas: Insurance: P. O. Box 149104 P. O. Box 149104 Austin, TX 78714-9104 Austin, TX 78714-9104 Fax: (512)475-1771 Fax. (512) 475-1771 Web: http://www.tdi.state.tx.us Web: hftp://www.tdi:state.tx.us E-mail: Cons umerProtect ion(a)tdi.state.tx us E-mail: ConsumerProtectionna tdi.state.tx.us DISPUTAS SOBRE PRIMAS O RECLAMOS: PREMIUM OR CLAIM DISPUTES: Si tiene una disputa concerniente a su prima o a un Should you have a dispute concerning your reclamo, debe comunicarse con el agente o premium or about a claim you should Westfield Insurance Company/Ohio Farmers contact the agent or Westfield Insurance Insurance Company primero. Si no se resuelve la Company and/or Ohio Farmers Insurance disputa, puede entonces comunicarse con el Comppny first. If the dispute is not resolved, departamento (TDI), you may contact the Texas Department of Insurance. UNA ESTE AVISO A SU POLIZA: Este aviso es solo para proposito de informacion y no se ATTACH THIS NOTICE TO YOUR convierte en parte o condicion del documento POLICY: This notice is for information only adjunto. and does not become a part or condition of the attached document. THIS POWER OF ATTORNEY SUPERCEDES ANY PREVIOUS POWER BEARING 1 Hlb bAMC POWER#AND ISSUED PRIOR TO 04120111, FOR ANY PERSON OR PERSONS NAMED BELOW. General POWER NO. 4220052 06 Power Westfield Insurance Co. of Attorney Westfield National Insurance Co. CERTIFIED COPY Ohio Farmers Insurance Co. Westfield Center, Ohio Know All Men by These Presents, That WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, corporations, hereinafter referred to individually as a 'Company" and collectively as 'Companies," duly organized and existing under the laws of the State of Ohio, and having its prihcipal office in Westfield Center, Medina County,Ohio, do by these presents make,constitute and appoint CHARLES D. SWEENEY, MICHAEL A. SWEENEY, KYLE W. SWEENEY, ELIZABETH GRAY,JOINTLY OR SEVERALLY of FORT WORTH and State of TX its true and lawful Attorney(s)-in-Fact,with full power and authority hereby conferred in its name, place and stead, to execute, acknowledge and deliver any and all bonds, recognizances, undertakings, or other instruments or contracts of suretyship- - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - -- - - LIMITATION: THIS POWER OF ATTORNEY CANNOT BE USED TO EXECUTE NOTE GUARANTEE, MORTGAGE DEFICIENCY, MORTGAGE GUARANTEE, OR BANK DEPOSITORY BONDS. and to bind any of the Companies thereby as fully and to the same extent as if such bonds were signed by the President,sealed with the corporate seal of the applicable Company and duly attested by its Secretary, hereby ratifying and confirming all that the said Attorney(s)-in-Fact may do in the premises. Said appointment is made under and by authority of the following resolution adopted by the Board of Directors of each of the WESTFIELD INSURANCE COMPANY,WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY: "Be It Resolved,that the President,any Senior Executive,any Secretary or any Fidelity&Surety Operations Executive or other Executive shall be and is hereby vested with full power and authority to appoint any one or more suitable persons as Attorney(s)-in-Fact to represent and act for and on behalf of the Company subject to the following provisions: The Attorney-in-Fact. may be given full power and authority for and in the name of and on behalf of the Company,to execute,acknowledge and deliver, any and all bonds, recognizances, contracts, agreements of indemnity and other conditional or obligatory undertakings and any and all notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such Attorney-in-Fact shall be as binding upon the Company as if signed by the President and sealed and attested by the Corporate Secretary.- 'Be it Further Resolved,that the signature of any such designated person and the seal of the Company heretofore or hereafter affixed to any power of attorney or any certificate relating thereto by facsimile,and any power of attorney or certificate bearing facsimile signatures or facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached.' (Each adopted at a meeting held on February 8,2000). In Witness Whereof, WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY have caused these presents to be signed by their Senior Executive and their corporate seals to be hereto affixed this 20th day of APRIL A.D.,2011 - CorporSeatate ��v\�?UA.(,yC~'• ''• nNAk�N''., r' 1lISUpt�,'•,, WESTFIELD INSURANCE COMPANY Affixed '• .ca. �S4p WESTFIELD NATIONAL INSURANCE COMPANY ;� 'tie _,u; ;y�2 �: '•� ;� OHIO FARMERS INSURANCE COMPANY «= UL y : SEAL a a State of Ohio •* "'"••�"'•�. Richard L. Kinnaird,Jr., National Surety Leader and County of Medina ss.: Senior Executive On this 20th day of APRIL A.D.,2011 before me personally came Richard L. Kinnaird, Jr.to me known, who, being by me duly sworn, did depose and say,that he resides"In Medina, Ohio;that he is Senior Executive of WESTFIELD INSURANCE COMPANY,WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, the companies described in and which executed the above Instrument that he knows the seals of said Companies;that the seals affixed to said instrument are such corporate seals;that they were so affixed by order of the Boards of Directors of said Companies;and that he signed his name thereto by like order. Notarial ,.w.. Seal "�AtA!�.5'•4 Affixed • William J. Kahelin, A rney at Law, Notary Public State of Ohio , �10 My Commission Does Not Expire(Sec. 147.03 Ohio Revised Code) County of Medina ss.: +y QT O�•� I,Frank A.Carrino, Secretary of WESTFIELD INSURANCE COMPANY,WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney, executed by said Companies,which is still in full force and effect;and furthermore,the resolutions of the Boards of Directors,set out in the Power of Attorney are in full force and effect. In Witness Whereof, I have hereunto set my hand and affixed the seals of said Companies at Westfield Center, Ohio, this day of .. .NSU R� ' _ ••................ A,.,..w".p,•. rr: o�': � toeti`• I ~qy,t•'-.,"� t.�ai � e.� a�cSEAL I SSEAL7m : :a Co �/- V���' ✓7 L ` Secetaryi� ;-o, zS. 1848 '!,� Frank A. Carrino, 5ecretary w BPOAC2 (combined) (06-02) STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS CITY OF FORT WORTH EAGLE RANCH STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS 103763 Revised:January 10,2013 STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS TABLE OF CONTENTS Page Article 1 —Definitions and Terminology..........................................................................................................I 1.01 Defined Terms...............................................................................................................................1 1.02 Terminology..................................................................................................................................5 Article2—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 Article4—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 EAGLE RANCH STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS 103763 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 Article6-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 Article9-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 Article12-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 Article13 -Suspension of Work....................................................................................................................33 13.01 City May Suspend Work............................................................................................................33 Article14-Miscellaneous..............................................................................................................................34 14.01 Giving Notice..............................................................................................................................34 CITY OF FORT WORTH EAGLE RANCH STANDARD CITY CONDITIONS-DEVELOPER AWARDED PROJECTS 103763 Revised:January 10,2013 14.02 Computation of Times................................................................................................................34 14.03 Cumulative Remedies.................................................................................................................34 14.04 Survival of Obligations...............................................................................................................35 14.05 Headings......................................................................................................................................35 CITY OF FORT WORTH EAGLE RANCH STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS 103763 Revised:January 10,2013 0073 10-1 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 1 of 35 ARTICLE 1—DEFINITIONS AND TERNIINOLOGY 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 fixable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 3. Business Day —A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 4. Buzzsaw—City's on-line, electronic document management and collaboration system. 5. Calendar Day—A day consisting of 24 hours measured from midnight to the next midnight. 6. City— The City of Fort Worth, Texas, a Texas home-rule municipal corporation, acting by, its governing body through its City Manager, his designee, or agents authorized pursuant to its duly authorized charter on his behalf. 7. Community Facilities Agreement (CFA) --A Contract between the Developer and the City for the Construction of one or more following public facilities within the City public right-of- way or easement: Water, Sanitary Sewer, Street, Storm Drain, Street Light, and Street Signs. A CFA may include private facilities within the right-of-way dedicated as private right-of- way or easement on a recorded plat. 8. Contract—The entire and integrated written document incorporating the Contract Documents between the Developer, Contractor, and/or City concerning the Work. The Contract supersedes prior negotiations, representations, or agreements, whether written or oral. 9. Contract Documents—Those items that make up the contract and which must include the Agreement, and it's attachments such as standard construction specifications, standard City Conditions, other general conditions of the Developer, including: a. An Agreement CITY OF FORT WORTH EAGLE RANCH STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS 103763 Revised:January 10,2013 0073 10-2 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 2 of 35 b. Attachments to the Agreement i. Bid Form ii. Vendor Compliance with State Law Non-Resident Bidder iii. Prequalification Statement C. Current Prevailing Wage Rates Table (if required by City) d. Insurance Accord Form e. Payment Bond f. Performance Bond g. Maintenance Bond h. Power of Attorney for Bonds i. Workers Compensation Affidavit j. MWBE Commitment Form(If required by City) k. General Conditions 1. Supplementary Conditions M. The Standard City Conditions n. Specifications specifically made part of the Contract Documents by attachment, if not attached, as incorporated by reference and described in the Table of Contents of the Project's Contract Documents o. Drawings P. Documentation submitted by contractor prior to Notice of Award. q. The following which may be delivered or issued after the effective date if the Agreement and, if issued become an incorporated part of the Contract Documents i. Notice to Proceed ii. Field Orders iii. Change Orders iv. Letters of Final Acceptance r. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 10. Contractor—The individual or entity with whom Developer has entered into the Agreement. 11. Day or day—A day, unless otherwise defined, shall mean a Calendar Day. 12. Developer —An individual or entity that desires to make certain improvements within the City of Fort Worth 13. Drawings—That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 14. Engineer—The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the Developer. 15. Final Acceptance— The written notice given by the City to the Developer and/or Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH EAGLE RANCH STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS 103763 Revised:January 10,2013 0073 10-3 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 3 of 35 16. Final Inspection — Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof,fully, entirely, and in conformance with the Contract Documents. 17. General Requirements—A part of the Contract Documents between the Developer and a Contractor. 18. Laws and Regulations Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 19. Liens—Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 20. Mileston" principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 21. Non-Participating Change Order—A document, which is prepared for and reviewed by the City, which is signed by Contractor, and Developer, and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 22. Participating Change Order—A document, which is prepared for and approved by the City, which is signed by Contractor, Developer, and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 23. Plans—See definition of Drawings. 24. Project Schedule—A schedule,prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Time. 25. Project—The Work to be performed under the Contract Documents. 26. Project Representative—The authorized representative of the City who will be assigned to the Site. 27. Public Meeting — An announced meeting conducted by the Developer to facilitate public participation and to assist the public in gaining an informed view of the Project. 28. Regular Working Hours —Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday thru Friday (excluding legal holidays). 29. Samples Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. CITY OF FORT WORTH EAGLE RANCH STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS 103763 Revised:January 10,2013 0073 10-4 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 4 of 35 30. Schedule of Submittals—A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 31. Site—Lands or areas indicated in the Contract Documents as being furnished by City or Developer upon which the Work is to be performed, including rights-of-way, permits, and easements for access thereto, and such other lands furnished by City or Developer which are designated for the use of Contractor. 32. Specifications—That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 33. Standard City Conditions — That part of the Contract Documents setting forth requirements of the City. 34. Subcontractor An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. 35. Submittals All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 36. Superintendent— The representative of the Contractor who is available at all times and able to receive instructions from the City and/or Developer and to act for the Contractor. 37. Supplementary Conditions—That part of the Contract Documents which amends or supplements the General Conditions. 38. Supplier—A manufacturer,fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 39. Underground Facilities All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 40. Weekend Working Hours—Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. CITY OF FORT WORTH EAGLE RANCH STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS 103763 Revised:January 10,2013 0073 10-5 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 5 of 35 41. Work—The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Participating Change Order, Non-Participating Change Order, or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 42. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.13 through D are not defined but, when used in the Bidding Requirements or Contract Documents,have the indicated meaning. B. Defective: 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to City's written acceptance. C. Furnish, Install, Perform, Provide: 1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or the word "Supply," or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor,materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. D. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. CITY OF FORT WORTH EAGLE RANCH STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS 103763 Revised:January 10,2013 0073 10-6 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 6 of 35 ARTICLE 2—PRELIMINARY MATTERS 2.01 Before Starting Construction Baseline Schedules: Submit to City in accordance with the Contract Documents, and prior to starting the Work. New schedules will be submitted to City when Participating Change Orders or Non- Participating Change Orders occur. 2.02 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.03 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor attending the Public Meeting as scheduled by the City. ARTICLE 3—CONTRACT DOCUMENTS AND AMENDING 3.01 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.02 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Participating Change Order or a Non-Participating Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized,by one or more of the following ways: 1. A Field Order; CITY OF FORT WORTH EAGLE RANCH STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS 103763 Revised:January 10,2013 0073 10-7 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 7 of 35 1. City's or Engineer's review of a Submittal(subject to the provisions of Paragraph 5.16.C); or 2. City's written interpretation or clarification. ARTICLE 4—BONDS AND INSURANCE 4.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverage so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided Section 4.04. 4.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds in the name of Developer and City, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in the name of Developer and City in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2)years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of"Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney-in-fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney-in-fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 4.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 4.01 and 4.02.C. 4.03 Certificates of Insurance Contractor shall deliver to Developer and City, with copies to each additional insured and loss payee identified in these Standard City Conditions certificates of insurance (and other evidence of insurance requested by City or any other additional insured) which Contractor is required to purchase and maintain. CITY OF FORT WORTH EAGLE RANCH STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS 103763 Revised:January 10,2013 0073 10-8 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 8 of 35 1. The certificate of insurance shall document the City, an as "Additional Insured" on all liability policies. 2. The Contractor's general liability insurance shall include a, "per project" or "per location", endorsement,which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property&Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers' compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required,written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in these Standard City Conditions. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor's obligation to maintain such lines of insurance coverage. 6. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. 7. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If coverage is underwritten on a claims-made basis,the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims-made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 8. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 9. Any self-insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In CITY OF FORT WORTH EAGLE RANCH STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS 103763 Revised:January 10,2013 0073 10-9 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 9 of 35 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups,must also be approved by City. 10. Any deductible in excess of$5,000.00, for any policy that does not provide coverage on a first-dollar basis,must be acceptable to and approved by the City. 11. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage's and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 12. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either party or the underwriter on any such policies. 13. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 4.04 Contractor's Insurance A. Workers Compensation and Employers'Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers' Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers' Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees. 3. The limits of liability for the insurance shall provide the following coverages for not less than the following amounts or greater where required by Laws and Regulations a. Statutory limits b. Employer's liability CITY OF FORT WORTH EAGLE RANCH STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS 103763 Revised:January 10,2013 00 73 10-10 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 10 of 35 1) $100,000 each accident/occurrence 2) $100,000 Disease -each employee 3) $500,000 Disease -policy limit B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations,personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy, unless the City approves such exclusions in writing. 1. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3)years following the completion of the project 2. Contractor's Liability Insurance under this Section which shall be on a per project basis covering the Contractor with minimum limits o£ a. $1,000,000 each occurrence b. $2,000,000 aggregate limit 3. The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the General Aggregate Limits apply separately to each job site. 4. The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto", defined as autos owned, hired and non-owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. 1. Automobile Liability, Contractor's Liability Insurance under this Section, which shall be in an amount not less than the following amounts: a. Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", defined as autos owned,hired and non-owned. CITY OF FORT WORTH EAGLE RANCH STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS 103763 Revised:January 10,2013 00 73 10-11 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 11 of 35 1) $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at least: 2) $250,000 Bodily Injury per person 3) $500,000 Bodily Injury per accident/ 4) $100,000 Property Damage D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way,the Contractor shall comply with the following requirements: 1. The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and material deliveries to cross railroad properties and tracks owned and operated by: 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 5.041) 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- CITY OF FORT WORTH EAGLE RANCH STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS 103763 Revised:January 10,2013 00 73 10-12 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 12 of 35 way, the Contractor may be required to provide separate insurance policies in the name of each railroad company. c. If, in addition to a grade separation or an at-grade crossing, other work or activity is proposed on a railroad company's right-of-way at a location entirely separate from the grade separation or at-grade crossing, insurance coverage for this work must be included in the policy covering the grade separation. d. If no grade separation is involved but other work is proposed on a railroad company's right-of-way, all such other work may be covered in a single policy for that railroad, even though the work may be at two or more separate locations. 5. No work or activities on a railroad company's property to be performed by the Contractor shall be commenced until the Contractor has furnished the City with an original policy or policies of the insurance for each railroad company named, as required above. All such insurance must be approved by the City and each affected Railroad Company prior to the Contractor's beginning work. 6. The insurance specified above must be carried until all Work to be performed on the railroad right-of-way has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. Such insurance must name the railroad company as the insured, together with any tenant or lessee of the railroad company operating over tracks involved in the Project. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 4.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the Developer and City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the Developer or City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the Developer or City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 5—CONTRACTOR'S RESPONSIBILITIES 5.01 Supervision and Superintendent A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the CITY OF FORT WORTH EAGLE RANCH STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS 103763 Revised:January 10,2013 00 73 10-13 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 13 of 35 Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods,techniques, sequences, and procedures of construction. B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 5.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City's written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication)to perform Work: 1. for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 5.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests)as to the source,kind, and quality of materials and equipment. CITY OF FORT WORTH EAGLE RANCH STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS 103763 Revised:January 10,2013 00 73 10-14 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 14 of 35 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. 5.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.01 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.01 and the General Requirements)proposed adjustments in the Project Schedule. 2. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 9. Adjustments in Contract Time for projects with City participation shall be made by participating change orders. 5.05 Substitutes and "Or-Equals" A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or-equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. 1. "Or-Equal"Items: If in City's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an "or-equal" item, in which case review and approval of the proposed item may, in City's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 5.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named i£ a. City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and CITY OF FORT WORTH EAGLE RANCH STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS 103763 Revised:January 10,2013 00 73 10-15 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 15 of 35 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or-equal" item under Paragraph 5.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 0125 00 and: 1) shall certify that the proposed substitute item will: i. perform adequately the functions and achieve the results called for by the general design; ii. be similar in substance to that specified; iii. be suited to the same use as that specified; and 2) will state: i. the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of final completion on time; ii. whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; iii. whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; and 3) will identify: i. all variations of the proposed substitute item from that specified; ii. available engineering, sales, maintenance,repair, and replacement services; and CITY OF FORT WORTH EAGLE RANCH STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS 103763 Revised:January 10,2013 00 73 10-16 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 16 of 35 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 5.05.A.2. C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 5.05.A and 5.05.13. 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 5.05.13. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or-equal"at Contractor's expense. G. Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Participating Change Order. 5.06 Pre-Qualification of Bidders (Prime Contractors and Subcontractors) A. The Contractor and any subcontractors are required to be prequalified for the work types requiring pre-qualification 5.07 Concerning Subcontractors, Suppliers, and Others A. Minority and Women Owned Business Enterprise Compliance: CITY OF FORT WORTH EAGLE RANCH STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS 103763 Revised:January 10,2013 00 73 10-17 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 17 of 35 ❑ Required for this Contract. ® Not Required for this Contract. It is City policy to ensure the full and equitable participation by Minority and Women Business Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MWBE goal, Contractor is required to comply with the intent of the City's MWBE Ordinance (as amended)by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MWBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MWBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MWBE. Material misrepresentation of any nature will be grounds for termination of the Contract. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. B. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. C. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. D. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. E. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of these Contract CITY OF FORT WORTH EAGLE RANCH STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS 103763 Revised:January 10,2013 00 73 10-18 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 18 of 35 Documents, Contractor shall provide City contract numbers and reference numbers to the Subcontractors and/or Suppliers. 5.08 Wage Rates ❑ Required for this Contract. ® Not Required for this Contract. A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs,pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31 st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act(Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the llth day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and CITY OF FORT WORTH EAGLE RANCH STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS 103763 Revised:January 10,2013 00 73 10-19 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 19 of 35 occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and(ii)the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. Progress Payments. With each progress payment or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 5.09 Patent Fees and Royalties A. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City,from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design,process,product, or device not specified in the Contract Documents. 5.10 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.01. 5.11 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or CITY OF FORT WORTH EAGLE RANCH STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS 103763 Revised:January 10,2013 00 73 10-20 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 20 of 35 other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 5.18, Contractor shall 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 CITY OF FORT WORTH EAGLE RANCH STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS 103763 Revised:January 10,2013 00 73 10-21 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 21 of 35 Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work,these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 5.13 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal,relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal,relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 5.13.A.2 or 5.13.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 5.14 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. CITY OF FORT WORTH EAGLE RANCH STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS 103763 Revised:January 10,2013 00 73 10-22 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 22 of 35 5.15 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 5.16 Submittals A. Contractor shall submit required Submittals to City for review and acceptance. Each submittal will be identified as required by City. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 5.16.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For-Information-Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier,pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 5.16.C. B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City's review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City's Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City's review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. CITY OF FORT WORTH EAGLE RANCH STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS 103763 Revised:January 10,2013 00 73 10-23 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 23 of 35 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 5.17 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute.None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1. observations by City; 2. recommendation or payment by City or Developer of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection,test, or approval by others; or CITY OF FORT WORTH EAGLE RANCH STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS 103763 Revised:January 10,2013 00 73 10-24 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 24 of 35 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 4.02.13. The City will give notice of observed defects with reasonable promptness. 5.18 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. 5.19 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to City. CITY OF FORT WORTH EAGLE RANCH STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS 103763 Revised:January 10,2013 00 73 10-25 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 25 of 35 C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 5.19, City's review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City's review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 5.16.C. 5.20 Right to Audit: A. The City reserves the right to audit all projects utilizing City funds B. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents,papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. C. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents,papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all Subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. D. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 5.21 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit- related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. CITY OF FORT WORTH EAGLE RANCH STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS 103763 Revised:January 10,2013 00 73 10-26 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 26 of 35 ARTICLE 6—OTHER WORK AT THE SITE 6.01 Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other work with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects in the work provided by others. ARTICLE 7—CITY'S RESPONSIBILITIES 7.01 Inspections, Tests, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 11.03. 7.02 Limitations on City's Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 5.13. CITY OF FORT WORTH EAGLE RANCH STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS 103763 Revised:January 10,2013 00 73 10-27 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 27 of 35 7.03 Compliance with Safety Program While at the Site, City's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Paragraph 5.13. ARTICLE 8—CITY'S OBSERVATION STATUS DURING CONSTRUCTION 8.01 City's Project Representative City will provide one or more Project Representative(s) during the construction period. The duties and responsibilities and the limitations of authority of City's representative during construction are set forth in the Contract Documents. A. City's Project Representative will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Representative will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Representative will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's Project Representative's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City's Project Representative's visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents. 8.02 Authorized Variations in Work City's Project Representative may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City Developer, and also on Contractor, who shall perform the Work involved promptly. 8.03 Rejecting Defective Work City will have authority to reject Work which City's Project Representative believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 11, whether or not the Work is fabricated, installed, or completed. CITY OF FORT WORTH EAGLE RANCH STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS 103763 Revised:January 10,2013 00 73 10-28 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 28 of 35 8.04 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City's Project Representative will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be final (except as modified to reflect changed factual conditions or more accurate data). ARTICLE 9—CHANGES IN THE WORK 9.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Participating Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price on a project with City participation, a Field Order may be issued by the City. 9.02 Notification to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. ARTICLE 10—CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 10.01 Change of Contract Price A. The Contract Price may only be changed by a Participating Change Order for projects with City participation. 10.02 Change of Contract Time A. The Contract Time may only be changed by a Participating Change Order for projects with City participation. 10.03 Delays A. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. CITY OF FORT WORTH EAGLE RANCH STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS 103763 Revised:January 10,2013 00 73 10-29 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 29 of 35 ARTICLE 11—TESTS AND INSPECTIONS; CORRECTION,REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 11.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 11.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 11.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections,which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re-tests, or approvals required for City's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials,mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re-tests, or approvals shall be performed by organizations approved by City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible,with Contractor; 2. Should any Testing under this Section 11.03 D result in a "fail", "did not pass" or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor's cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. CITY OF FORT WORTH EAGLE RANCH STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS 103763 Revised:January 10,2013 00 73 10-30 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 30 of 35 3. Any amounts owed for any retest under this Section 11.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Developer/Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue a letter of Final Acceptance until the Testing Lab is Paid E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. 11.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City's observation and replaced at Contractor's expense. 11.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 11.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 11.06 or Paragraph 11.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any, on said Work. 11.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract CITY OF FORT WORTH EAGLE RANCH STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS 103763 Revised:January 10,2013 00 73 10-31 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 31 of 35 Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by City or permitted by Laws and Regulations as contemplated in Paragraph 5.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City's written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City's written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement(including but not limited to all costs of repair or replacement of work of others)will be paid by Contractor. C. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 11.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor and Developer should such additional warranty coverage be required. Contractor's obligations under this Paragraph 11.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 11.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 11.08 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 11.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven (7) days written notice to Contractor and the Developer, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 11.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are CITY OF FORT WORTH EAGLE RANCH STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS 103763 Revised:January 10,2013 00 73 10-32 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 32 of 35 stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants, employees, and City's other contractors, access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Work attributable to the exercise of City's rights and remedies under this Paragraph 11.09. ARTICLE 12—COMPLETION 12.01 Contractor's Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment will pass to City no later than the time of Final Acceptance and shall be free and clear of all Liens. 12.02 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which City, determines constitutes a separately functioning and usable part of the Work that can be used by City for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 12.03 Final Inspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: CITY OF FORT WORTH EAGLE RANCH STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS 103763 Revised:January 10,2013 00 73 10-33 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 33 of 35 1. within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. 12.04 Final Acceptance A. Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance upon the satisfaction of the following: 1. All documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; 2. consent of the surety, if any,to Final Acceptance; 3. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and 4. affidavits of payments and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. 5. after all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor's insurance provider for resolution. 6. Issuing Final Acceptance by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. ARTICLE 13—SUSPENSION OF WORK 13.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will stop contract time on City participation projects. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not CITY OF FORT WORTH EAGLE RANCH STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS 103763 Revised:January 10,2013 00 73 10-34 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 34 of 35 available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. ARTICLE 14—MISCELLANEOUS 14.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 14.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 14.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. CITY OF FORT WORTH EAGLE RANCH STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS 103763 Revised:January 10,2013 00 73 10-35 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 35 of 35 14.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 14.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CITY OF FORT WORTH EAGLE RANCH STANDARD CITY CONDITIONS—DEVELOPER AWARDED PROJECTS 103763 Revised:January 10,2013 011100-1 DAP SUMMARY OF WORK Pagel of 3 1 SECTION 01 11 00 2 SUMMARY OF WORK 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Summary of Work to be performed in accordance with the Contract Documents 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0-Bidding Requirements, Contract Forms, and Conditions of the Contract 11 2. Division 1 -General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Work Covered by Contract Documents 19 1. Work is to include furnishing all labor,materials,and equipment, and performing 20 all Work necessary for this construction project as detailed in the Drawings and 21 Specifications. 22 B. Subsidiary Work 23 1. Any and all Work specifically governed by documentary requirements for the 24 project, such as conditions imposed by the Drawings or Contract Documents in 25 which no specific item for bid has been provided for in the Proposal and the item is 26 not a typical unit bid item included on the standard bid item list,then the item shall 27 be considered as a subsidiary item of Work,the cost of which shall be included in 28 the price bid in the Proposal for various bid items. 29 C. Use of Premises 30 1. Coordinate uses of premises under direction of the City. 31 2. Assume full responsibility for protection and safekeeping of materials and 32 equipment stored on the Site. 33 3. Use and occupy only portions of the public streets and alleys,or other public places 34 or other rights-of-way as provided for in the ordinances of the City,as shown in the 35 Contract Documents,or as may be specifically authorized in writing by the City. 36 a. A reasonable amount of tools,materials, and equipment for construction 37 purposes may be stored in such space,but no more than is necessary to avoid 38 delay in the construction operations. CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—Developer Awarded Projects 103763 Revised December 20,2012 011100-2 DAP SUMMARY OF WORK Page 2 of 3 1 b. Excavated and waste materials shall be stored in such a way as not to interfere 2 with the use of spaces that may be designated to be left free and unobstructed 3 and so as not to inconvenience occupants of adjacent property. 4 c. If the street is occupied by railroad tracks,the Work shall be carried on in such 5 manner as not to interfere with the operation of the railroad. 6 1) All Work shall be in accordance with railroad requirements set forth in 7 Division 0 as well as the railroad permit. 8 D. Work within Easements 9 1. Do not enter upon private property for any purpose without having previously 10 obtained permission from the owner of such property. 11 2. Do not store equipment or material on private property unless and until the 12 specified approval of the property owner has been secured in writing by the 13 Contractor and a copy furnished to the City. 14 3. Unless specifically provided otherwise,clear all rights-of-way or easements of 15 obstructions which must be removed to make possible proper prosecution of the 16 Work as a part of the project construction operations. 17 4. Preserve and use every precaution to prevent damage to,all trees, shrubbery,plants, 18 lawns,fences,culverts,curbing,and all other types of structures or improvements, 19 to all water, sewer,and gas lines,to all conduits,overhead pole lines,or 20 appurtenances thereof,including the construction of temporary fences and to all 21 other public or private property adjacent to the Work. 22 5. Notify the proper representatives of the owners or occupants of the public or private 23 lands of interest in lands which might be affected by the Work. 24 a. Such notice shall be made at least 48 hours in advance of the beginning of the 25 Work. 26 b. Notices shall be applicable to both public and private utility companies and any 27 corporation,company,individual, or other,either as owners or occupants, 28 whose land or interest in land might be affected by the Work. 29 c. Be responsible for all damage or injury to property of any character resulting 30 from any act,omission,neglect,or misconduct in the manner or method or 31 execution of the Work,or at any time due to defective work,material,or 32 equipment. 33 6. Fence 34 a. Restore all fences encountered and removed during construction of the Project 35 to the original or a better than original condition. 36 b. Erect temporary fencing in place of the fencing removed whenever the Work is 37 not in progress and when the site is vacated overnight,and/or at all times to 38 provide site security. 39 c. The cost for all fence work within easements,including removal,temporary 40 closures and replacement, shall be subsidiary to the various items bid in the 41 project proposal,unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—Developer Awarded Projects 103763 Revised December 20,2012 011100-3 DAP SUMMARY OF WORK Page 3 of 3 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 Revision Log DATE NAME SUMMARY OF CHANGE 13 CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—Developer Awarded Projects 103763 Revised December 20,2012 01 25 00-1 DAP SUBSTITUTION PROCEDURES Page 1 of 4 1 SECTION 0125 00 2 SUBSTITUTION PROCEDURES 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedure for requesting the approval of substitution of a product that is not 7 equivalent to a product which is specified by descriptive or performance criteria or 8 defined by reference to 1 or more of the following: 9 a. Name of manufacturer 10 b. Name of vendor 11 c. Trade name 12 d. Catalog number 13 2. Substitutions are not"or-equals". 14 B. Deviations from this City of Fort Worth Standard Specification 15 1. None. 16 C. Related Specification Sections include,but are not necessarily limited to: 17 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 18 2. Division 1 —General Requirements 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Work associated with this Item is considered subsidiary to the various items bid. No 22 separate payment will be allowed for this Item. 23 1.3 REFERENCES [NOT USED] 24 1.4 ADMINISTRATIVE REQUIREMENTS 25 A. Request for Substitution-General 26 1. Within 30 days after award of Contract(unless noted otherwise),the City will 27 consider formal requests from Contractor for substitution of products in place of 28 those specified. 29 2. Certain types of equipment and kinds of material are described in Specifications by 30 means of references to names of manufacturers and vendors,trade names,or catalog 31 numbers. 32 a. When this method of specifying is used,it is not intended to exclude from 33 consideration other products bearing other manufacturer's or vendor's names, 34 trade names,or catalog numbers,provided said products are "or-equals," as 35 determined by City. 36 3. Other types of equipment and kinds of material may be acceptable substitutions 37 under the following conditions: 38 a. Or-equals are unavailable due to strike, discontinued production of products 39 meeting specified requirements,or other factors beyond control of Contractor; 40 or, CITY OF FORT WORTH Eagle Ranch STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised August 30,2013 012500-2 DAP SUBSTITUTION PROCEDURES Page 2 of 4 1 b. Contractor proposes a cost and/or time reduction incentive to the City. 2 1.5 SUBNHTTALS 3 A. See Request for Substitution Form(attached) 4 B. Procedure for Requesting Substitution 5 1. Substitution shall be considered only: 6 a. After award of Contract 7 b. Under the conditions stated herein 8 2. Submit 3 copies of each written request for substitution,including: 9 a. Documentation 10 1) Complete data substantiating compliance of proposed substitution with 11 Contract Documents 12 2) Data relating to changes in construction schedule,when a reduction is 13 proposed 14 3) Data relating to changes in cost 15 b. For products 16 1) Product identification 17 a) Manufacturer's name 18 b) Telephone number and representative contact name 19 c) Specification Section or Drawing reference of originally specified 20 product,including discrete name or tag number assigned to original 21 product in the Contract Documents 22 2) Manufacturer's literature clearly marked to show compliance of proposed 23 product with Contract Documents 24 3) Itemized comparison of original and proposed product addressing product 25 characteristics including,but not necessarily limited to: 26 a) Size 27 b) Composition or materials of construction 28 c) Weight 29 d) Electrical or mechanical requirements 30 4) Product experience 31 a) Location of past projects utilizing product 32 b) Name and telephone number of persons associated with referenced 33 projects knowledgeable concerning proposed product 34 c) Available field data and reports associated with proposed product 35 5) Samples 36 a) Provide at request of City. 37 b) Samples become the property of the City. 38 c. For construction methods: 39 1) Detailed description of proposed method 40 2) Illustration drawings 41 C. Approval or Rejection 42 1. Written approval or rejection of substitution given by the City 43 2. City reserves the right to require proposed product to comply with color and pattern 44 of specified product if necessary to secure design intent. 45 3. In the event the substitution is approved,if a reduction in cost or time results,it will 46 be documented by Change Order. CITY OF FORT WORTH Eagle Ranch STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised August 30,2013 012500-3 DAP SUBSTITUTION PROCEDURES Page 3 of 4 1 4. Substitution will be rejected if- 2 a. Submittal is not through the Contractor with his stamp of approval 3 b. Request is not made in accordance with this Specification Section 4 c. In the Developer's opinion, acceptance will require substantial revision of the 5 original design 6 d. In the City's or Developer's opinion, substitution will not perform adequately 7 the function consistent with the design intent 8 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 9 1.7 CLOSEOUT SUBMITTALS [NOT USED] 10 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 11 1.9 QUALITY ASSURANCE 12 A. In making request for substitution or in using an approved product,the Contractor 13 represents that the Contractor: 14 1. Has investigated proposed product,and has determined that it is adequate or 15 superior in all respects to that specified, and that it will perform function for which it 16 is intended 17 2. Will provide same guarantee for substitute item as for product specified 18 3. Will coordinate installation of accepted substitution into Work,to include building 19 modifications if necessary,making such changes as may be required for Work to be 20 complete in all respects 21 4. Waives all claims for additional costs related to substitution which subsequently 22 arise 23 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2 - PRODUCTS [NOT USED] 27 PART 3 - EXECUTION [NOT USED] 28 END OF SECTION 29 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Eagle Ranch STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised August 30,2013 01 25 00-4 DAP SUBSTITUTION PROCEDURES Page 4 of 4 1 EXHIBIT A 2 REQUEST FOR SUBSTITUTION FORM: 3 4 TO: 5 PROJECT: DATE: 6 We hereby submit for your consideration the following product instead of the specified item for 7 the above project: 8 SECTION PARAGRAPH SPECIFIED 9 ITEM 10 11 12 Proposed Substitution: 13 Reason for Substitution: 14 Include complete information on changes to Drawings and/or Specifications which proposed 15 substitution will require for its proper installation. 16 17 Fill in Blanks Below: 18 A. Will the undersigned contractor pay for changes to the building design, including engineering 19 and detailing costs caused by the requested substitution? 20 21 22 B. What effect does substitution have on other trades? 23 24 25 C. Differences between proposed substitution and specified item? 26 27 28 D. Differences in product cost or product delivery time? 29 30 31 E. Manufacturer's guarantees of the proposed and specified items are: 32 33 Equal Better(explain on attachment) 34 The undersigned states that the function, appearance and quality are equivalent or superior to the 35 specified item. 36 Submitted By: For Use by City 37 38 Signature Recommended Recommended 39 as noted 40 41 Firm Not recommended _Received late 42 Address By 43 Date 44 Date Remarks 45 Telephone 46 47 For Use by City: 48 49 Approved Rejected 50 City Date CITY OF FORT WORTH Eagle Ranch STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised August 30,2013 013119-1 DAP PRECONSTRUCTION MEETING Pagel of 3 1 SECTION 013119 2 PRECONSTRUCTION MEETING 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provisions for the preconstruction meeting to be held prior to the start of Work to 7 clarify construction contract administration procedures 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. No construction schedule required unless requested by the City. 10 C. Related Specification Sections include,but are not necessarily limited to: 11 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 —General Requirements 13 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. Coordination 20 1. Attend preconstruction meeting. 21 2. Representatives of Contractor, subcontractors and suppliers attending meetings 22 shall be qualified and authorized to act on behalf of the entity each represents. 23 3. Meeting administered by City may be tape recorded. 24 a. If recorded,tapes will be used to prepare minutes and retained by City for 25 future reference. 26 B. Preconstruction Meeting 27 1. A preconstruction meeting will be held within 14 days after the delivery of the 28 distribution package to the City. 29 a. The meeting will be scheduled and administered by the City. 30 2. The Project Representative will preside at the meeting,prepare the notes of the 31 meeting and distribute copies of same to all participants who so request by fully 32 completing the attendance form to be circulated at the beginning of the meeting. 33 3. Attendance shall include: 34 a. Developer and Consultant 35 b. Contractor's project manager 36 c. Contractor's superintendent 37 d. Any subcontractor or supplier representatives whom the Contractor may desire 38 to invite or the City may request CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised August 30,2013 01 31 19-2 DAP PRECONSTRUCTION MEETING Page 2 of 3 1 e. Other City representatives 2 f. Others as appropriate 3 4. Preliminary Agenda may include: 4 a. Introduction of Project Personnel 5 b. General Description of Project 6 c. Status of right-of-way,utility clearances, easements or other pertinent permits 7 d. Contractor's work plan and schedule 8 e. Contract Time 9 f. Notice to Proceed 10 g. Construction Staking 11 h. Progress Payments 12 i. Extra Work and Change Order Procedures 13 j. Field Orders 14 k. Disposal Site Letter for Waste Material 15 1. Insurance Renewals 16 In. Payroll Certification 17 n. Material Certifications and Quality Control Testing 18 o. Public Safety and Convenience 19 p. Documentation of Pre-Construction Conditions 20 q. Weekend Work Notification 21 r. Legal Holidays 22 s. Trench Safety Plans 23 t. Confined Space Entry Standards 24 u. Coordination with the City's representative for operations of existing water 25 systems 26 v. Storm Water Pollution Prevention Plan 27 w. Coordination with other Contractors 28 x. Early Warning System 29 y. Contractor Evaluation 30 z. Special Conditions applicable to the project 31 aa. Damages Claims 32 bb. Submittal Procedures 33 cc. Substitution Procedures 34 dd. Correspondence Routing 35 ee. Record Drawings 36 ff. Temporary construction facilities 37 gg. MBE/SBE procedures 38 hh. Final Acceptance 39 ii. Final Payment 40 J. Questions or Comments CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised August 30,2013 01 31 19-3 DAP PRECONSTRUCTION MEETING Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALSANFORMATIONAL 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 Revision Log DATE NAME SUMMARY OF CHANGE 13 CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised August 30,2013 013233-1 DAP PRECONSTRUCTION VIDEO Page 1 of 2 1 SECTION 0132 33 2 PRECONSTRUCTION VIDEO 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative and procedural requirements for: 7 a. Preconstruction Videos 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. Though not mandatory,it is highly recommended on infill developer projects. 10 C. Related Specification Sections include,but are not necessarily limited to: 11 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 —General Requirements 13 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. Preconstruction Video 20 1. Produce a preconstruction video of the site/alignment,including all areas in the 21 vicinity of and to be affected by construction. 22 a. Provide digital copy of video upon request by the City. 23 2. Retain a copy of the preconstruction video until the end of the maintenance surety 24 period. 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] CITY OF FORT WORTH Eagle Ranch STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised August 30,2013 013233-2 DAP PRECONSTRUCTION VIDEO Page 2 of 2 1 PART 3 - EXECUTION [NOT USED] 2 END OF SECTION 3 Revision Log DATE NAME SUMMARY OF CHANGE 4 CITY OF FORT WORTH Eagle Ranch STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised August 30,2013 013300-1 DAP SUBMITTALS Page 1 of 8 1 SECTION 0133 00 2 DAP SUBMITTALS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General methods and requirements of submissions applicable to the following 7 Work-related submittals: 8 a. Shop Drawings 9 b. Product Data(including Standard Product List submittals) 10 c. Samples 11 d. Mock Ups 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. Coordination 24 1. Notify the City in writing, at the time of submittal,of any deviations in the 25 submittals from the requirements of the Contract Documents. 26 2. Coordination of Submittal Times 27 a. Prepare,prioritize and transmit each submittal sufficiently in advance of 28 performing the related Work or other applicable activities, or within the time 29 specified in the individual Work Sections,of the Specifications. 30 b. Contractor is responsible such that the installation will not be delayed by 31 processing times including,but not limited to: 32 a) Disapproval and resubmittal(if required) 33 b) Coordination with other submittals 34 c) Testing 35 d) Purchasing 36 e) Fabrication 37 f) Delivery 38 g) Similar sequenced activities 39 c. No extension of time will be authorized because of the Contractor's failure to 40 transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH Eagle Ranch STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised August 30,2013 01 33 00-2 DAP SUBMITTALS Page 2 of 8 1 d. Make submittals promptly in accordance with approved schedule,and in such 2 sequence as to cause no delay in the Work or in the work of any other 3 contractor. 4 B. Submittal Numbering 5 1. When submitting shop drawings or samples,utilize a 9-character submittal cross- 6 reference identification numbering system in the following manner: 7 a. Use the first 6 digits of the applicable Specification Section Number. 8 b. For the next 2 digits number use numbers 01-99 to sequentially number each 9 initial separate item or drawing submitted under each specific Section number. 10 c. Last use a letter,A-Z,indicating the resubmission of the same drawing(i.e. 11 A=2nd submission,B=3rd submission, C=4th submission,etc.). A typical 12 submittal number would be as follows: 13 14 03 30 00-08-B 15 16 1) 03 30 00 is the Specification Section for Concrete 17 2) 08 is the eighth initial submittal under this Specification Section 18 3) B is the third submission(second resubmission)of that particular shop 19 drawing 20 C. Contractor Certification 21 1. Review shop drawings,product data and samples,including those by 22 subcontractors,prior to submission to determine and verify the following: 23 a. Field measurements 24 b. Field construction criteria 25 c. Catalog numbers and similar data 26 d. Conformance with the Contract Documents 27 2. Provide each shop drawing, sample and product data submitted by the Contractor 28 with a Certification Statement affixed including: 29 a. The Contractor's Company name 30 b. Signature of submittal reviewer 31 c. Certification Statement 32 1) `By this submittal, I hereby represent that I have determined and verified 33 field measurements, field construction criteria,materials, dimensions, 34 catalog numbers and similar data and I have checked and coordinated each 35 item with other applicable approved shop drawings." 36 D. Submittal Format 37 1. Fold shop drawings larger than 8 %2 inches x 11 inches to 8 %2 inches x 1 Iinches. 38 2. Bind shop drawings and product data sheets together. 39 3. Order 40 a. Cover Sheet 41 1) Description of Packet 42 2) Contractor Certification 43 b. List of items/Table of Contents 44 c. Product Data/Shop Drawings/Samples/Calculations 45 E. Submittal Content 46 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTH Eagle Ranch STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised August 30,2013 01 33 00-3 DAP SUBMITTALS Page 3 of 8 1 2. The Project title and number 2 3. Contractor identification 3 4. The names of- 4 a. Contractor 5 b. Supplier 6 c. Manufacturer 7 5. Identification of the product,with the Specification Section number,page and 8 paragraph(s) 9 6. Field dimensions,clearly identified as such 10 7. Relation to adjacent or critical features of the Work or materials 11 8. Applicable standards, such as ASTM or Federal Specification numbers 12 9. Identification by highlighting of deviations from Contract Documents 13 10. Identification by highlighting of revisions on resubmittals 14 11. An 8-inch x 3-inch blank space for Contractor and City stamps 15 F. Shop Drawings 16 1. As specified in individual Work Sections includes,but is not necessarily limited to: 17 a. Custom-prepared data such as fabrication and erection/installation(working) 18 drawings 19 b. Scheduled information 20 c. Setting diagrams 21 d. Actual shopwork manufacturing instructions 22 e. Custom templates 23 £ Special wiring diagrams 24 g. Coordination drawings 25 h. Individual system or equipment inspection and test reports including: 26 1) Performance curves and certifications 27 i. As applicable to the Work 28 2. Details 29 a. Relation of the various parts to the main members and lines of the structure 30 b. Where correct fabrication of the Work depends upon field measurements 31 1) Provide such measurements and note on the drawings prior to submitting 32 for approval. 33 G. Product Data 34 1. For submittals of product data for products included on the City's Standard Product 35 List,clearly identify each item selected for use on the Project. 36 2. For submittals of product data for products not included on the City's Standard 37 Product List, submittal data may include,but is not necessarily limited to: 38 a. Standard prepared data for manufactured products(sometimes referred to as 39 catalog data) 40 1) Such as the manufacturer's product specification and installation 41 instructions 42 2) Availability of colors and patterns 43 3) Manufacturer's printed statements of compliances and applicability 44 4) Roughing-in diagrams and templates 45 5) Catalog cuts 46 6) Product photographs CITY OF FORT WORTH Eagle Ranch STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised August 30,2013 01 33 00-4 DAP SUBMITTALS Page 4 of 8 1 7) Standard wiring diagrams 2 8) Printed performance curves and operational-range diagrams 3 9) Production or quality control inspection and test reports and certifications 4 10) Mill reports 5 11) Product operating and maintenance instructions and recommended 6 spare-parts listing and printed product warranties 7 12) As applicable to the Work 8 H. Samples 9 1. As specified in individual Sections,include,but are not necessarily limited to: 10 a. Physical examples of the Work such as: 11 1) Sections of manufactured or fabricated Work 12 2) Small cuts or containers of materials 13 3) Complete units of repetitively used products color/texture/pattern swatches 14 and range sets 15 4) Specimens for coordination of visual effect 16 5) Graphic symbols and units of Work to be used by the City for independent 17 inspection and testing, as applicable to the Work 18 I. Do not start Work requiring a shop drawing, sample or product data nor any material to 19 be fabricated or installed prior to the approval or qualified approval of such item. 20 1. Fabrication performed,materials purchased or on-site construction accomplished 21 which does not conform to approved shop drawings and data is at the Contractor's 22 risk. 23 2. The City will not be liable for any expense or delay due to corrections or remedies 24 required to accomplish conformity. 25 3. Complete project Work,materials, fabrication,and installations in conformance 26 with approved shop drawings,applicable samples,and product data. 27 J. Submittal Distribution 28 1. Electronic Distribution 29 a. Confirm development of Project directory for electronic submittals to be 30 uploaded to City's Buzzsaw site, or another external FTP site approved by the 31 City. 32 b. Shop Drawings 33 1) Upload submittal to designated project directory and notify appropriate 34 City representatives via email of submittal posting. 35 2) Hard Copies 36 a) 3 copies for all submittals 37 b) If Contractor requires more than 1 hard copy of Shop Drawings 38 returned, Contractor shall submit more than the number of copies listed 39 above. 40 c. Product Data 41 1) Upload submittal to designated project directory and notify appropriate 42 City representatives via email of submittal posting. 43 2) Hard Copies 44 a) 3 copies for all submittals 45 d. Samples 46 1) Distributed to the Project Representative 47 2. Hard Copy Distribution(if required in lieu of electronic distribution) CITY OF FORT WORTH Eagle Ranch STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised August 30,2013 01 33 00-5 DAP SUBMITTALS Page 5 of 8 1 a. Shop Drawings 2 1) Distributed to the City 3 2) Copies 4 a) 8 copies for mechanical submittals 5 b) 7 copies for all other submittals 6 c) If Contractor requires more than 3 copies of Shop Drawings returned, 7 Contractor shall submit more than the number of copies listed above. 8 b. Product Data 9 1) Distributed to the City 10 2) Copies 11 a) 4 copies 12 c. Samples 13 1) Distributed to the Project Representative 14 2) Copies 15 a) Submit the number stated in the respective Specification Sections. 16 3. Distribute reproductions of approved shop drawings and copies of approved 17 product data and samples,where required,to the job site file and elsewhere as 18 directed by the City. 19 a. Provide number of copies as directed by the City but not exceeding the number 20 previously specified. 21 K. Submittal Review 22 1. The review of shop drawings, data and samples will be for general conformance 23 with the design concept and Contract Documents. This is not to be construed as: 24 a. Permitting any departure from the Contract requirements 25 b. Relieving the Contractor of responsibility for any errors, including details, 26 dimensions, and materials 27 c. Approving departures from details furnished by the City,except as otherwise 28 provided herein 29 2. The review and approval of shop drawings, samples or product data by the City 30 does not relieve the Contractor from his/her responsibility with regard to the 31 fulfillment of the terms of the Contract. 32 a. All risks of error and omission are assumed by the Contractor,and the City will 33 have no responsibility therefore. 34 3. The Contractor remains responsible for details and accuracy, for coordinating the 35 Work with all other associated work and trades,for selecting fabrication processes, 36 for techniques of assembly and for performing Work in a safe manner. 37 4. If the shop drawings,data or samples as submitted describe variations and show a 38 departure from the Contract requirements which City finds to be in the interest of 39 the City and to be so minor as not to involve a change in Contract Price or time for 40 performance,the City may return the reviewed drawings without noting an 41 exception. 42 5. Submittals will be returned to the Contractor under 1 of the following codes: 43 a. Code 1 44 1) "NO EXCEPTIONS TAKEN' is assigned when there are no notations or 45 comments on the submittal. 46 a) When returned under this code the Contractor may release the 47 equipment and/or material for manufacture. 48 b. Code 2 CITY OF FORT WORTH Eagle Ranch STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised August 30,2013 01 33 00-6 DAP SUBMITTALS Page 6 of 8 1 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of 2 the notations and comments IS NOT required by the Contractor. 3 a) The Contractor may release the equipment or material for manufacture; 4 however, all notations and comments must be incorporated into the 5 final product. 6 c. Code 3 7 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is 8 assigned when notations and comments are extensive enough to require a 9 resubmittal of the package. 10 a) The Contractor may release the equipment or material for manufacture; 11 however, all notations and comments must be incorporated into the 12 final product. 13 b) This resubmittal is to address all comments,omissions and 14 non-conforming items that were noted. 15 c) Resubmittal is to be received by the City within 15 Calendar Days of 16 the date of the City's transmittal requiring the resubmittal. 17 d. Code 4 18 1) "NOT APPROVED" is assigned when the submittal does not meet the 19 intent of the Contract Documents. 20 a) The Contractor must resubmit the entire package revised to bring the 21 submittal into conformance. 22 b) It may be necessary to resubmit using a different manufacturer/vendor 23 to meet the Contract Documents. 24 6. Resubmittals 25 a. Handled in the same manner as first submittals 26 1) Corrections other than requested by the City 27 2) Marked with revision triangle or other similar method 28 a) At Contractor's risk if not marked 29 b. Submittals for each item will be reviewed no more than twice at the City's 30 expense. 31 1) All subsequent reviews will be performed at times convenient to the City 32 and at the Contractor's expense,based on the City's or City 33 Representative's then prevailing rates. 34 2) Provide Contractor reimbursement to the City within 30 Calendar Days for 35 all such fees invoiced by the City. 36 c. The need for more than 1 resubmission or any other delay in obtaining City's 37 review of submittals,will not entitle the Contractor to an extension of Contract 38 Time. 39 7. Partial Submittals 40 a. City reserves the right to not review submittals deemed partial, at the City's 41 discretion. 42 b. Submittals deemed by the City to be not complete will be returned to the 43 Contractor,and will be considered"Not Approved"until resubmitted. 44 c. The City may at its option provide a list or mark the submittal directing the 45 Contractor to the areas that are incomplete. 46 8. If the Contractor considers any correction indicated on the shop drawings to 47 constitute a change to the Contract Documents,then written notice must be 48 provided thereof to the Developer at least 7 Calendar Days prior to release for 49 manufacture. CITY OF FORT WORTH Eagle Ranch STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised August 30,2013 01 33 00-7 DAP SUBMITTALS Page 7 of 8 1 9. When the shop drawings have been completed to the satisfaction of the City,the 2 Contractor may carry out the construction in accordance therewith and no further 3 changes therein except upon written instructions from the City. 4 10. Each submittal, appropriately coded,will be returned within 30 Calendar Days 5 following receipt of submittal by the City. 6 L. Mock ups 7 1. Mock Up units as specified in individual Sections, include,but are not necessarily 8 limited to,complete units of the standard of acceptance for that type of Work to be 9 used on the Project. Remove at the completion of the Work or when directed. 10 M. Qualifications 11 1. If specifically required in other Sections of these Specifications, submit a P.E. 12 Certification for each item required. 13 N. Request for Information(RFI) 14 1. Contractor Request for additional information 15 a. Clarification or interpretation of the contract documents 16 b. When the Contractor believes there is a conflict between Contract Documents 17 c. When the Contractor believes there is a conflict between the Drawings and 18 Specifications 19 1) Identify the conflict and request clarification 20 2. Sufficient information shall be attached to permit a written response without further 21 information. 22 23 24 25 26 1.5 SUBMITTALS [NOT USED] 27 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 28 1.7 CLOSEOUT SUBMITTALS [NOT USED] 29 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 30 1.9 QUALITY ASSURANCE [NOT USED] 31 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 32 1.11 FIELD [SITE] CONDITIONS [NOT USED] 33 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH Eagle Ranch STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised August 30,2013 013300-8 DAP SUBMITTALS Page 8 of 8 1 PART 2 - PRODUCTS [NOT USED] 2 PART 3 - EXECUTION [NOT USED] 3 END OF SECTION 4 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D.Johnson 1.4.K.8.Working Days modified to Calendar Days 5 CITY OF FORT WORTH Eagle Ranch STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised August 30,2013 0135 13-1 DAP SPECIAL PROJECT PROCEDURES Page 1 of 7 1 SECTION 0135 13 2 SPECIAL PROJECT PROCEDURES 3 4 PART1 - GENERAL 5 1.1 SUMMARY 6 A. Section Includes: 7 1. The procedures for special project circumstances that includes,but is not limited to: 8 a. Coordination with the Texas Department of Transportation 9 b. Work near High Voltage Lines 10 c. Confined Space Entry Program 11 d. Air Pollution Watch Days 12 e. Use of Explosives,Drop Weight, Etc. 13 f. Water Department Notification 14 g. Public Notification Prior to Beginning Construction 15 h. Coordination with United States Army Corps of Engineers 16 i. Coordination within Railroad permits areas 17 j. Dust Control 18 k. Employee Parking 19 20 B. Deviations from this City of Fort Worth Standard Specification 21 1. None. 22 C. Related Specification Sections include,but are not necessarily limited to: 23 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 24 2. Division 1 —General Requirements 25 3. Section 33 12 25—Connection to Existing Water Mains 26 27 1.2 REFERENCES 28 A. Reference Standards 29 1. Reference standards cited in this Specification refer to the current reference 30 standard published at the time of the latest revision date logged at the end of this 31 Specification,unless a date is specifically cited. 32 2. Health and Safety Code,Title 9. Safety, Subtitle A. Public Safety,Chapter 752. 33 High Voltage Overhead Lines. 34 3. North Central Texas Council of Governments(NCTCOG)—Clean Construction 35 Specification 36 1.3 ADMINISTRATIVE REQUIREMENTS 37 A. Coordination with the Texas Department of Transportation 38 1. When work in the right-of-way which is under the jurisdiction of the Texas 39 Department of Transportation(TxDOT): CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised August,30,2013 01 35 13-2 DAP SPECIAL PROJECT PROCEDURES Page 2 of 7 1 a. Notify the Texas Department of Transportation prior to commencing any work 2 therein in accordance with the provisions of the permit 3 b. All work performed in the TxDOT right-of-way shall be performed in 4 compliance with and subject to approval from the Texas Department of 5 Transportation 6 B. Work near High Voltage Lines 7 1. Regulatory Requirements 8 a. All Work near High Voltage Lines(more than 600 volts measured between 9 conductors or between a conductor and the ground) shall be in accordance with 10 Health and Safety Code,Title 9, Subtitle A, Chapter 752. 11 2. Warning sign 12 a. Provide sign of sufficient size meeting all OSHA requirements. 13 3. Equipment operating within 10 feet of high voltage lines will require the following 14 safety features 15 a. Insulating cage-type of guard about the boom or arm 16 b. Insulator links on the lift hook connections for back hoes or dippers 17 c. Equipment must meet the safety requirements as set forth by OSHA and the 18 safety requirements of the owner of the high voltage lines 19 4. Work within 6 feet of high voltage electric lines 20 a. Notification shall be given to: 21 1) The power company(example: ONCOR) 22 a) Maintain an accurate log of all such calls to power company and record 23 action taken in each case. 24 b. Coordination with power company 25 1) After notification coordinate with the power company to: 26 a) Erect temporary mechanical barriers, de-energize the lines,or raise or 27 lower the lines 28 c. No personnel may work within 6 feet of a high voltage line before the above 29 requirements have been met. 30 C. Confined Space Entry Program 31 1. Provide and follow approved Confined Space Entry Program in accordance with 32 OSHA requirements. 33 2. Confined Spaces include: 34 a. Manholes 35 b. All other confined spaces in accordance with OSHA's Permit Required for 36 Confined Spaces 37 D. Use of Explosives,Drop Weight, Etc. 38 1. When Contract Documents permit on the project the following will apply: 39 a. Public Notification 40 1) Submit notice to City and proof of adequate insurance coverage,24 hours 41 prior to commencing. 42 2) Minimum 24 hour public notification in accordance with Section 0131 13 43 E. Water Department Coordination CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised August,30,2013 0135 13-3 DAP SPECIAL PROJECT PROCEDURES Page 3 of 7 1 1. During the construction of this project,it will be necessary to deactivate, for a 2 period of time,existing lines. The Contractor shall be required to coordinate with 3 the Water Department to determine the best times for deactivating and activating 4 those lines. 5 2. Coordinate any event that will require connecting to or the operation of an existing 6 City water line system with the City's representative. 7 a. Coordination shall be in accordance with Section 33 12 25. 8 b. If needed,obtain a hydrant water meter from the Water Department for use 9 during the life of named project. 10 c. In the event that a water valve on an existing live system be turned off and on 11 to accommodate the construction of the project is required, coordinate this 12 activity through the appropriate City representative. 13 1) Do not operate water line valves of existing water system. 14 a) Failure to comply will render the Contractor in violation of Texas Penal 15 Code Title 7, Chapter 28.03 (Criminal Mischief)and the Contractor 16 will be prosecuted to the full extent of the law. 17 b) In addition,the Contractor will assume all liabilities and 18 responsibilities as a result of these actions. 19 F. Public Notification Prior to Beginning Construction 20 1. Prior to beginning construction on any block in the project, on a block by block 21 basis,prepare and deliver a notice or flyer of the pending construction to the front 22 door of each residence or business that will be impacted by construction. The notice 23 shall be prepared as follows: 24 a. Post notice or flyer 7 days prior to beginning any construction activity on each 25 block in the project area. 26 1) Prepare flyer on the Contractor's letterhead and include the following 27 information: 28 a) Name of Project 29 b) City Project No(CPN) 30 c) Scope of Project(i.e. type of construction activity) 31 d) Actual construction duration within the block 32 e) Name of the contractor's foreman and phone number 33 f) Name of the City's inspector and phone number 34 g) City's after-hours phone number 35 2) A sample of the `pre-construction notification' flyer is attached as Exhibit 36 A. 37 3) Submit schedule showing the construction start and finish time for each 38 block of the project to the inspector. 39 4) Deliver flyer to the City Inspector for review prior to distribution. 40 b. No construction will be allowed to begin on any block until the flyer is 41 delivered to all residents of the block. 42 G. Public Notification of Temporary Water Service Interruption during Construction 43 1. In the event it becomes necessary to temporarily shut down water service to 44 residents or businesses during construction,prepare and deliver a notice or flyer of 45 the pending interruption to the front door of each affected resident. 46 2. Prepared notice as follows: 47 a. The notification or flyer shall be posted 24 hours prior to the temporary 48 interruption. CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised August,30,2013 01 35 13-4 DAP SPECIAL PROJECT PROCEDURES Page 4 of 7 1 b. Prepare flyer on the contractor's letterhead and include the following 2 information: 3 1) Name of the project 4 2) City Project Number 5 3) Date of the interruption of service 6 4) Period the interruption will take place 7 5) Name of the contractor's foreman and phone number 8 6) Name of the City's inspector and phone number 9 c. A sample of the temporary water service interruption notification is attached as 10 Exhibit B. 11 d. Deliver a copy of the temporary interruption notification to the City inspector 12 for review prior to being distributed. 13 e. No interruption of water service can occur until the flyer has been delivered to 14 all affected residents and businesses. 15 f. Electronic versions of the sample flyers can be obtained from the Project 16 Construction Inspector. 17 H. Coordination with United States Army Corps of Engineers(USACE) 18 1. At locations in the Project where construction activities occur in areas where 19 USACE permits are required,meet all requirements set forth in each designated 20 permit. 21 I. Coordination within Railroad Permit Areas 22 1. At locations in the project where construction activities occur in areas where 23 railroad permits are required,meet all requirements set forth in each designated 24 railroad permit. This includes,but is not limited to,provisions for: 25 a. Flagmen 26 b. Inspectors 27 c. Safety training 28 d. Additional insurance 29 e. Insurance certificates 30 f. Other employees required to protect the right-of-way and property of the 31 Railroad Company from damage arising out of and/or from the construction of 32 the project. Proper utility clearance procedures shall be used in accordance 33 with the permit guidelines. 34 2. Obtain any supplemental information needed to comply with the railroad's 35 requirements. 36 J. Dust Control 37 1. Use acceptable measures to control dust at the Site. 38 a. If water is used to control dust, capture and properly dispose of waste water. 39 b. If wet saw cutting is performed,capture and properly dispose of slurry. 40 K. Employee Parking 41 1. Provide parking for employees at locations approved by the City. CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised August,30,2013 0135 13-5 DAP SPECIAL PROJECT PROCEDURES Page 5 of 7 1 1.4 SUBMITTALS [NOT USED] 2 1.5 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 3 1.6 CLOSEOUT SUBMITTALS [NOT USED] 4 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.8 QUALITY ASSURANCE [NOT USED] 6 1.9 DELIVERY, STORAGE,AND HANDLING [NOT USED] 7 1.10 FIELD [SITE] CONDITIONS [NOT USED] 8 1.11 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CHANGE 1.3.13—Added requirement of compliance with Health and Safety Code,Title 9. 8/31/2012 D.Johnson Safety,Subtitle A.Public Safety,Chapter 752.High Voltage Overhead Lines. 13 CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised August,30,2013 01 35 13-6 DAP SPECIAL PROJECT PROCEDURES Page 6 of 7 1 EXHIBIT A 2 (To be printed on Contractor's Letterhead) 3 4 5 6 Date: 7 8 CPN No.: 9 Project Name: 10 Mapsco Location: 11 Limits of Construction: 12 13 14 15 16 17 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT 18 WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR 19 PROPERTY. 20 21 CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE 22 OF THIS NOTICE. 23 24 IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER 25 ISSUE, PLEASE CALL: 26 27 28 Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> 29 30 OR 31 32 Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> 33 34 AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 35 36 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL 37 CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised August,30,2013 01 35 13-7 DAP SPECIAL PROJECT PROCEDURES Page 7 of 7 1 EXHIBIT B 2 FORT WORTH Date: DOE NO.10= Proje"darner: NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT-OUT,PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, ,CONTRACTOR 4 CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised August,30,2013 01 45 23 DAP TESTING AND INSPECTION SERVICES Page 1 of 2 SECTION 0145 23 TESTING AND INSPECTION SERVICES PART1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Testing and inspection services procedures and coordination B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 —General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this item. a. Contractor is responsible for performing, coordinating, and payment of all Quality Control testing. b. City is responsible for performing and payment for first set of Quality Assurance testing. 1) If the first Quality Assurance test performed by the City fails, the Contractor is responsible for payment of subsequent Quality Assurance testing until a passing test occurs. a) Final acceptance will not be issued by City until all required payments for testing by Contractor have been paid in full. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Testing 1. Complete testing in accordance with the Contract Documents. 2. Coordination a. When testing is required to be performed by the City,notify City, sufficiently in advance, when testing is needed. b. When testing is required to be completed by the Contractor,notify City, sufficiently in advance,that testing will be performed. 3. Distribution of Testing Reports a. Electronic Distribution 1) Confirm development of Project directory for electronic submittals to be uploaded to the City's document management system, or another form of distribution approved by the City. CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised March 20,2020 01 45 23 DAP TESTING AND INSPECTION SERVICES Page 2 of 2 2) Upload test reports to designated project directory and notify appropriate City representatives via email of submittal posting. 3) Hard Copies a) 1 copy for all submittals submitted to the Project Representative b. Hard Copy Distribution (if required in lieu of electronic distribution) 1) Tests performed by City a) Distribute 1 hard copy to the Contractor 2) Tests performed by the Contractor a) Distribute 3 hard copies to City's Project Representative 4. Provide City's Project Representative with trip tickets for each delivered load of Concrete or Lime material including the following information: a. Name of pit b. Date of delivery c. Material delivered B. Inspection 1. Inspection or lack of inspection does not relieve the Contractor from obligation to perform work in accordance with the Contract Documents. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2- PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 03/20/2020 D.V.Magaiia Removed reference to Buzzsaw and noted that electronic submittals be uploaded through the City's document management system. CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised March 20,2020 01 50 00-1 DAP TEMPORARY FACILITIES AND CONTROLS Pagel of 4 1 SECTION 0150 00 2 TEMPORARY FACILITIES AND CONTROLS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provide temporary facilities and controls needed for the Work including,but not 7 necessarily limited to: 8 a. Temporary utilities 9 b. Sanitary facilities 10 c. Storage Sheds and Buildings 11 d. Dust control 12 e. Temporary fencing of the construction site 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. 21 No separate payment will be allowed for this Item. 22 1.3 REFERENCES [NOT USED] 23 1.4 ADMINISTRATIVE REQUIREMENTS 24 A. Temporary Utilities 25 1. Obtaining Temporary Service 26 a. Make arrangements with utility service companies for temporary services. 27 b. Abide by rules and regulations of utility service companies or authorities 28 having jurisdiction. 29 c. Be responsible for utility service costs until Work is approved for Final 30 Acceptance. 31 1) Included are fuel,power,light,heat and other utility services necessary for 32 execution,completion,testing and initial operation of Work. 33 2. Water 34 a. Contractor to provide water required for and in connection with Work to be 35 performed and for specified tests of piping, equipment,devices or other use as 36 required for the completion of the Work. 37 b. Provide and maintain adequate supply of potable water for domestic 38 consumption by Contractor personnel and City's Project Representatives. 39 c. Coordination 40 1) Contact City 1 week before water for construction is desired CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised JULY 1,2011 015000-2 DAP TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 1 d. Contractor Payment for Construction Water 2 1) Obtain construction water meter from City for payment as billed by City's 3 established rates. 4 3. Electricity and Lighting 5 a. Provide and pay for electric powered service as required for Work,including 6 testing of Work. 7 1) Provide power for lighting,operation of equipment,or other use. 8 b. Electric power service includes temporary power service or generator to 9 maintain operations during scheduled shutdown. 10 4. Telephone 11 a. Provide emergency telephone service at Site for use by Contractor personnel 12 and others performing work or furnishing services at Site. 13 5. Temporary Heat and Ventilation 14 a. Provide temporary heat as necessary for protection or completion of Work. 15 b. Provide temporary heat and ventilation to assure safe working conditions. 16 B. Sanitary Facilities 17 1. Provide and maintain sanitary facilities for persons on Site. 18 a. Comply with regulations of State and local departments of health. 19 2. Enforce use of sanitary facilities by construction personnel at job site. 20 a. Enclose and anchor sanitary facilities. 21 b. No discharge will be allowed from these facilities. 22 c. Collect and store sewage and waste so as not to cause nuisance or health 23 problem. 24 d. Haul sewage and waste off-site at no less than weekly intervals and properly 25 dispose in accordance with applicable regulation. 26 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 27 4. Remove facilities at completion of Project 28 C. Storage Sheds and Buildings 29 1. Provide adequately ventilated,watertight,weatherproof storage facilities with floor 30 above ground level for materials and equipment susceptible to weather damage. 31 2. Storage of materials not susceptible to weather damage may be on blocks off 32 ground. 33 3. Store materials in a neat and orderly manner. 34 a. Place materials and equipment to permit easy access for identification, 35 inspection and inventory. 36 4. Equip building with lockable doors and lighting,and provide electrical service for 37 equipment space heaters and heating or ventilation as necessary to provide storage 38 environments acceptable to specified manufacturers. 39 5. Fill and grade site for temporary structures to provide drainage away from 40 temporary and existing buildings. 41 6. Remove building from site prior to Final Acceptance. 42 D. Temporary Fencing 43 1. Provide and maintain for the duration or construction when required in contract 44 documents 45 E. Dust Control CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised JULY 1,2011 015000-3 DAP TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 1 1. Contractor is responsible for maintaining dust control through the duration of the 2 project. 3 a. Contractor remains on-call at all times 4 b. Must respond in a timely manner 5 F. Temporary Protection of Construction 6 1. Contractor or subcontractors are responsible for protecting Work from damage due 7 to weather. 8 1.5 SUBMITTALS [NOT USED] 9 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE [NOT USED] 13 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 14 1.11 FIELD [SITE] CONDITIONS [NOT USED] 15 1.12 WARRANTY [NOT USED] 16 PART 2- PRODUCTS [NOT USED] 17 PART 3- EXECUTION [NOT USED] 18 3.1 INSTALLERS [NOT USED] 19 3.2 EXAMINATION [NOT USED] 20 3.3 PREPARATION [NOT USED] 21 3.4 INSTALLATION 22 A. Temporary Facilities 23 1. Maintain all temporary facilities for duration of construction activities as needed. 24 3.5 [REPAIR] / [RESTORATION] 25 3.6 RE-INSTALLATION 26 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 27 3.8 SYSTEM STARTUP [NOT USED] 28 3.9 ADJUSTING [NOT USED] 29 3.10 CLEANING [NOT USED] 30 3.11 CLOSEOUT ACTIVITIES 31 A. Temporary Facilities CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised JULY 1,2011 015000-4 DAP TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1 1. Remove all temporary facilities and restore area after completion of the Work,to a 2 condition equal to or better than prior to start of Work. 3 3.12 PROTECTION [NOT USED] 4 3.13 MAINTENANCE [NOT USED] 5 3.14 ATTACHMENTS [NOT USED] 6 END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE 8 CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised JULY 1,2011 01 55 26-1 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Pagel of 3 1 SECTION 0155 26 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative procedures for: 7 a. Street Use Permit 8 b. Modification of approved traffic control 9 c. Removal of Street Signs 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 3. Section 34 71 13—Traffic Control 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 21 A. Reference Standards 22 1. Reference standards cited in this specification refer to the current reference standard 23 published at the time of the latest revision date logged at the end of this 24 specification,unless a date is specifically cited. 25 2. Texas Manual on Uniform Traffic Control Devices(TMUTCD). 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Traffic Control 28 1. General 29 a. When traffic control plans are included in the Drawings,provide Traffic 30 Control in accordance with Drawings and Section 34 71 13. 31 b. When traffic control plans are not included in the Drawings,prepare traffic 32 control plans in accordance with Section 34 71 13 and submit to City for 33 review. 34 1) Allow minimum 10 working days for review of proposed Traffic Control. 35 B. Street Use Permit 36 1. Prior to installation of Traffic Control, a City Street Use Permit is required. 37 a. To obtain Street Use Permit, submit Traffic Control Plans to City 38 Transportation and Public Works Department. CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised July 1,2011 015526-2 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1 1) Allow a minimum of 5 working days for permit review. 2 2) Contractor's responsibility to coordinate review of Traffic Control plans for 3 Street Use Permit, such that construction is not delayed. 4 C. Modification to Approved Traffic Control 5 1. Prior to installation traffic control: 6 a. Submit revised traffic control plans to City Department Transportation and 7 Public Works Department. 8 1) Revise Traffic Control plans in accordance with Section 34 71 13. 9 2) Allow minimum 5 working days for review of revised Traffic Control. 10 3) It is the Contractor's responsibility to coordinate review of Traffic Control 11 plans for Street Use Permit, such that construction is not delayed. 12 D. Removal of Street Sign 13 1. If it is determined that a street sign must be removed for construction,then contact 14 City Transportation and Public Works Department, Signs and Markings Division to 15 remove the sign. 16 E. Temporary Signage 17 1. In the case of regulatory signs,replace permanent sign with temporary sign meeting 18 requirements of the latest edition of the Texas Manual on Uniform Traffic Control 19 Devices (MUTCD). 20 2. Install temporary sign before the removal of permanent sign. 21 3. When construction is complete,to the extent that the permanent sign can be 22 reinstalled,contact the City Transportation and Public Works Department, Signs 23 and Markings Division,to reinstall the permanent sign. 24 F. Traffic Control Standards 25 1. Traffic Control Standards can be found on the City's Buzzsaw website. 26 1.5 SUBMITTALS [NOT USED] 27 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 28 1.7 CLOSEOUT SUBMITTALS [NOT USED] 29 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 30 1.9 QUALITY ASSURANCE [NOT USED] 31 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 32 1.11 FIELD [SITE] CONDITIONS [NOT USED] 33 1.12 WARRANTY [NOT USED] 34 PART 2- PRODUCTS [NOT USED] 35 PART 3- EXECUTION [NOT USED] 36 END OF SECTION CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised July 1,2011 015526-3 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 1 Revision Log DATE NAME SUMMARY OF CHANGE 2 CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised July 1,2011 015713-1 DAP STORM WATER POLLUTION PREVENTION Pagel of 3 1 SECTION 015713 2 STORM WATER POLLUTION PREVENTION 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Procedures for Storm Water Pollution Prevention Plans 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0— Bidding Requirements,Contract Forms and Conditions of the 11 Contract 12 2. Division 1 —General Requirements 13 3. Section 3125 00—Erosion and Sediment Control 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Construction Activities resulting in less than 1 acre of disturbance 17 a. Work associated with this Item is considered subsidiary to the various Items 18 bid. No separate payment will be allowed for this Item. 19 2. Construction Activities resulting in greater than 1 acre of disturbance 20 a. Measurement and Payment shall be in accordance with Section 3125 00. 21 1.3 REFERENCES 22 A. Abbreviations and Acronyms 23 1. Notice of Intent: NOI 24 2. Notice of Termination:NOT 25 3. Storm Water Pollution Prevention Plan: SWPPP 26 4. Texas Commission on Environmental Quality: TCEQ 27 5. Notice of Change: NOC 28 A. Reference Standards 29 1. Reference standards cited in this Specification refer to the current reference 30 standard published at the time of the latest revision date logged at the end of this 31 Specification,unless a date is specifically cited. 32 2. Integrated Storm Management(iSWM)Technical Manual for Construction 33 Controls 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. General 36 1. Contractor is responsible for resolution and payment of any fines issued associated 37 with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised July 1,2011 015713-2 DAP STORM WATER POLLUTION PREVENTION Page 2 of 3 1 B. Construction Activities resulting in: 2 1. Less than 1 acre of disturbance 3 a. Provide erosion and sediment control in accordance with Section 3125 00 and 4 Drawings. 5 2. 1 to less than 5 acres of disturbance 6 a. Texas Pollutant Discharge Elimination System(TPDES)General Construction 7 Permit is required 8 b. Complete SWPPP in accordance with TCEQ requirements 9 1) TCEQ Small Construction Site Notice Required under general permit 10 TXR150000 11 a) Sign and post at job site 12 b) Prior to Preconstruction Meeting, send 1 copy to City Department of 13 Transportation and Public Works,Environmental Division,(817) 392- 14 6088. 15 2) Provide erosion and sediment control in accordance with: 16 a) Section 3125 00 17 b) The Drawings 18 c) TXR150000 General Permit 19 d) SWPPP 20 e) TCEQ requirements 21 3. 5 acres or more of Disturbance 22 a. Texas Pollutant Discharge Elimination System(TPDES)General Construction 23 Permit is required 24 b. Complete SWPPP in accordance with TCEQ requirements 25 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee 26 a) Sign and post at job site 27 b) Send copy to City Department of Transportation and Public Works, 28 Environmental Division,(817) 392-6088. 29 2) TCEQ Notice of Change required if making changes or updates to NOI 30 3) Provide erosion and sediment control in accordance with: 31 a) Section 3125 00 32 b) The Drawings 33 c) TXR150000 General Permit 34 d) SWPPP 35 e) TCEQ requirements 36 4) Once the project has been completed and all the closeout requirements of 37 TCEQ have been met a TCEQ Notice of Termination can be submitted. 38 a) Send copy to City Department of Transportation and Public Works, 39 Environmental Division,(817) 392-6088. 40 1.5 SUBMITTALS 41 A. SWPPP 42 1. Submit in accordance with Section 0133 00,except as stated herein. 43 a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City 44 as follows: 45 1) 1 copy to the City Project Manager 46 a) City Project Manager will forward to the City Department of 47 Transportation and Public Works,Environmental Division for review CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised July 1,2011 015713-3 DAP STORM WATER POLLUTION PREVENTION Page 3 of 3 1 B. Modified SWPPP 2 1. If the SWPPP is revised during construction,resubmit modified SWPPP to the City 3 in accordance with Section 0133 00. 4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 5 1.7 CLOSEOUT SUBMITTALS [NOT USED] 6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 7 1.9 QUALITY ASSURANCE [NOT USED] 8 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 9 1.11 FIELD [SITE] CONDITIONS [NOT USED] 10 1.12 WARRANTY [NOT USED] 11 PART 2- PRODUCTS [NOT USED] 12 PART 3- EXECUTION [NOT USED] 13 END OF SECTION 14 Revision Log DATE NAME SUMMARY OF CHANGE 15 CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised July 1,2011 01 60 00 DAP PRODUCT REQUIREMENTS Page 1 of 2 SECTION 0160 00 PRODUCT REQUIREMENTS PART1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. References for Product Requirements and City Standard Products List B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include,but are not necessarily limited to: 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 —General Requirements 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A list of City approved products for use is available through the City's website at: https://apes.fortworthtexas.Eov/ProiectResources/and following the directory path: 02-Construction Documents\Standard Products List A. Only products specifically included on City's Standard Product List in these Contract Documents shall be allowed for use on the Project. 1. Any subsequently approved products will only be allowed for use upon specific approval by the City. B. Any specific product requirements in the Contract Documents supersede similar products included on the City's Standard Product List. 1. The City reserves the right to not allow products to be used for certain projects even though the product is listed on the City's Standard Product List. C. Although a specific product is included on City's Standard Product List,not all products from that manufacturer are approved for use,including but not limited to,that manufacturer's standard product. D. See Section 0133 00 for submittal requirements of Product Data included on City's Standard Product List. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised March 20,2020 01 60 00 DAP PRODUCT REQUIREMENTS Page 2 of 2 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2- PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D.Johnson Modified Location of City's Standard Product List 4/7/2014 M.Domenech Revised for DAP application 03/20/2020 1 D.V.Magana Removed reference to Buzzsaw and noted that the City approved products list is accessible through the City's website. CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised March 20,2020 01 66 00-1 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 1 SECTION 0166 00 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Scheduling of product delivery 7 2. Packaging of products for delivery 8 3. Protection of products against damage from: 9 a. Handling 10 b. Exposure to elements or harsh environments 11 B. Deviations from this City of Fort Worth Standard Specification 12 1. None. 13 C. Related Specification Sections include,but are not necessarily limited to: 14 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 15 2. Division 1 —General Requirements 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES [NOT USED] 21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 22 1.5 SUBMITTALS [NOT USED] 23 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 24 1.7 CLOSEOUT SUBMITTALS [NOT USED] 25 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 26 1.9 QUALITY ASSURANCE [NOT USED] 27 1.10 DELIVERY AND HANDLING 28 A. Delivery Requirements 29 1. Schedule delivery of products or equipment as required to allow timely installation 30 and to avoid prolonged storage. 31 2. Provide appropriate personnel and equipment to receive deliveries. 32 3. Delivery trucks will not be permitted to wait extended periods of time on the Site 33 for personnel or equipment to receive the delivery. CITY OF FORT WORTH Eagle Ranch STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised April 7,2014 016600-2 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 1 4. Deliver products or equipment in manufacturer's original unbroken cartons or other 2 containers designed and constructed to protect the contents from physical or 3 environmental damage. 4 5. Clearly and fully mark and identify as to manufacturer,item and installation 5 location. 6 6. Provide manufacturer's instructions for storage and handling. 7 B. Handling Requirements 8 1. Handle products or equipment in accordance with these Contract Documents and 9 manufacturer's recommendations and instructions. 10 C. Storage Requirements 11 1. Store materials in accordance with manufacturer's recommendations and 12 requirements of these Specifications. 13 2. Make necessary provisions for safe storage of materials and equipment. 14 a. Place loose soil materials and materials to be incorporated into Work to prevent 15 damage to any part of Work or existing facilities and to maintain free access at 16 all times to all parts of Work and to utility service company installations in 17 vicinity of Work. 18 3. Keep materials and equipment neatly and compactly stored in locations that will 19 cause minimum inconvenience to other contractors,public travel, adjoining owners, 20 tenants and occupants. 21 a. Arrange storage to provide easy access for inspection. 22 4. Restrict storage to areas available on construction site for storage of material and 23 equipment as shown on Drawings,or approved by City's Project Representative. 24 5. Provide off-site storage and protection when on-site storage is not adequate. 25 a. Provide addresses of and access to off-site storage locations for inspection by 26 City's Project Representative. 27 6. Do not use lawns,grass plots or other private property for storage purposes without 28 written permission of owner or other person in possession or control of premises. 29 7. Store in manufacturers' unopened containers. 30 8. Neatly, safely and compactly stack materials delivered and stored along line of 31 Work to avoid inconvenience and damage to property owners and general public 32 and maintain at least 3 feet from fire hydrant. 33 9. Keep public and private driveways and street crossings open. 34 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to 35 satisfaction of City's Project Representative. 36 a. Total length which materials may be distributed along route of construction at 37 one time is 1,000 linear feet,unless otherwise approved in writing by City's 38 Project Representative. CITY OF FORT WORTH Eagle Ranch STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised April 7,2014 016600-3 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 ERECTION [NOT USED] 9 3.5 REPAIR/RESTORATION [NOT USED] 10 3.6 RE-INSTALLATION [NOT USED] 11 3.7 FIELD [oR] SITE QUALITY CONTROL 12 A. Tests and Inspections 13 1. Inspect all products or equipment delivered to the site prior to unloading. 14 B. Non-Conforming Work 15 1. Reject all products or equipment that are damaged,used or in any other way 16 unsatisfactory for use on the project. 17 3.8 SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTION 22 A. Protect all products or equipment in accordance with manufacturer's written directions. 23 B. Store products or equipment in location to avoid physical damage to items while in 24 storage. 25 C. Protect equipment from exposure to elements and keep thoroughly dry if required by 26 the manufacturer. 27 3.13 MAINTENANCE [NOT USED] 28 3.14 ATTACHMENTS [NOT USED] 29 END OF SECTION 30 CITY OF FORT WORTH Eagle Ranch STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised April 7,2014 01 66 00-4 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application 1 CITY OF FORT WORTH Eagle Ranch STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised April 7,2014 01 70 00-1 DAP MOBILIZATION AND REMOBILIZATION Page 1 of 4 1 SECTION 0170 00 2 MOBILIZATION AND REMOBILIZATION 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Mobilization and Demobilization 7 a. Mobilization 8 1) Transportation of Contractor's personnel, equipment, and operating supplies 9 to the Site 10 2) Establishment of necessary general facilities for the Contractor's operation 11 at the Site 12 3) Premiums paid for performance and payment bonds 13 4) Transportation of Contractor's personnel, equipment, and operating supplies 14 to another location within the designated Site 15 5) Relocation of necessary general facilities for the Contractor's operation 16 from 1 location to another location on the Site. 17 b. Demobilization 18 1) Transportation of Contractor's personnel, equipment, and operating supplies 19 away from the Site including disassembly 20 2) Site Clean-up 21 3) Removal of all buildings and/or other facilities assembled at the Site for this 22 Contract 23 c. Mobilization and Demobilization do not include activities for specific items of 24 work that are for which payment is provided elsewhere in the contract. 25 2. Remobilization 26 a. Remobilization for Suspension of Work specifically required in the Contract 27 Documents or as required by City includes: 28 1) Demobilization 29 a) Transportation of Contractor's personnel,equipment, and operating 30 supplies from the Site including disassembly or temporarily securing 31 equipment, supplies,and other facilities as designated by the Contract 32 Documents necessary to suspend the Work. 33 b) Site Clean-up as designated in the Contract Documents 34 2) Remobilization 35 a) Transportation of Contractor's personnel,equipment, and operating 36 supplies to the Site necessary to resume the Work. 37 b) Establishment of necessary general facilities for the Contractor's 38 operation at the Site necessary to resume the Work. 39 3) No Payments will be made for: 40 a) Mobilization and Demobilization from one location to another on the 41 Site in the normal progress of performing the Work. 42 b) Stand-by or idle time 43 c) Lost profits 44 3. Mobilizations and Demobilization for Miscellaneous Projects 45 a. Mobilization and Demobilization CITY OF FORT WORTH Eagle Ranch STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised April 7,2014 017000-2 DAP MOBILIZATION AND REMOBILIZATION Page 2 of 4 1 1) Mobilization shall consist of the activities and cost on a Work Order basis 2 necessary for: 3 a) Transportation of Contractor's personnel,equipment, and operating 4 supplies to the Site for the issued Work Order. 5 b) Establishment of necessary general facilities for the Contractor's 6 operation at the Site for the issued Work Order 7 2) Demobilization shall consist of the activities and cost necessary for: 8 a) Transportation of Contractor's personnel,equipment, and operating 9 supplies from the Site including disassembly for each issued Work 10 Order 11 b) Site Clean-up for each issued Work Order 12 c) Removal of all buildings or other facilities assembled at the Site for 13 each Work Oder 14 b. Mobilization and Demobilization do not include activities for specific items of 15 work for which payment is provided elsewhere in the contract. 16 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 17 a. A Mobilization for Miscellaneous Projects when directed by the City and the 18 mobilization occurs within 24 hours of the issuance of the Work Order. 19 B. Deviations from this City of Fort Worth Standard Specification 20 1. None. 21 C. Related Specification Sections include,but are not necessarily limited to: 22 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 23 2. Division 1 —General Requirements 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment 26 1. Mobilization and Demobilization 27 a. Measure 28 1) This Item is considered subsidiary to the various Items bid. 29 b. Payment 30 1) The work performed and materials furnished in accordance with this Item 31 are subsidiary to the various Items bid and no other compensation will be 32 allowed. 33 2. Remobilization for suspension of Work as specifically required in the Contract 34 Documents 35 a. Measurement 36 1) Measurement for this Item shall be per each remobilization performed. 37 b. Payment 38 1) The work performed and materials furnished in accordance with this Item 39 and measured as provided under"Measurement"will be paid for at the unit 40 price per each"Specified Remobilization"in accordance with Contract 41 Documents. 42 c. The price shall include: 43 1) Demobilization as described in Section 1.1.A.2.a.1) 44 2) Remobilization as described in Section 1.1.A.2.a.2) 45 d. No payments will be made for standby,idle time, or lost profits associated this 46 Item. CITY OF FORT WORTH Eagle Ranch STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised April 7,2014 017000-3 DAP MOBILIZATION AND REMOBILIZATION Page 3 of 4 1 3. Remobilization for suspension of Work as required by City 2 a. Measurement and Payment 3 1) This shall be submitted as a Contract Claim in accordance with Article 10 4 of Section 00 72 00. 5 2) No payments will be made for standby, idle time,or lost profits associated 6 with this Item. 7 4. Mobilizations and Demobilizations for Miscellaneous Projects 8 a. Measurement 9 1) Measurement for this Item shall be for each Mobilization and 10 Demobilization required by the Contract Documents 11 b. Payment 12 1) The Work performed and materials furnished in accordance with this Item 13 and measured as provided under"Measurement"will be paid for at the unit 14 price per each"Work Order Mobilization"in accordance with Contract 15 Documents. Demobilization shall be considered subsidiary to mobilization 16 and shall not be paid for separately. 17 c. The price shall include: 18 1) Mobilization as described in Section 1.1.A.3.a.1) 19 2) Demobilization as described in Section 1.1.A.3.a.2) 20 d. No payments will be made for standby,idle time, or lost profits associated this 21 Item. 22 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 23 a. Measurement 24 1) Measurement for this Item shall be for each Mobilization and 25 Demobilization required by the Contract Documents 26 b. Payment 27 1) The Work performed and materials furnished in accordance with this Item 28 and measured as provided under"Measurement"will be paid for at the unit 29 price per each"Work Order Emergency Mobilization"in accordance with 30 Contract Documents. Demobilization shall be considered subsidiary to 31 mobilization and shall not be paid for separately. 32 c. The price shall include 33 1) Mobilization as described in Section 1.1.A.4.a) 34 2) Demobilization as described in Section 1.1.A.3.a.2) 35 d. No payments will be made for standby,idle time, or lost profits associated this 36 Item. 37 1.3 REFERENCES [NOT USED] 38 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 39 1.5 SUBMITTALS [NOT USED] 40 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 41 1.7 CLOSEOUT SUBMITTALS [NOT USED] 42 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 43 1.9 QUALITY ASSURANCE [NOT USED] 44 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] CITY OF FORT WORTH Eagle Ranch STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised April 7,2014 01 70 00-4 DAP MOBILIZATION AND REMOBILIZATION Page 4 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION [NOT USED] 5 END OF SECTION 6 Revision Log DATE NAME SUMMARY OF CHANGE 4nl2014 M.Domenech Revised for DAP application 7 CITY OF FORT WORTH Eagle Ranch STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised April 7,2014 017123-1 CONSTRUCTION STAKING AND SURVEY Page 1 of 7 1 SECTION 017123 2 CONSTRUCTION STAKING AND SURVEY 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Requirements for construction staking and construction survey 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. See Changes(Highlighted in Yellow). 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 —General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Construction Staking 15 a. Measurement 16 1) This Item is considered subsidiary to the various Items bid. 17 b. Payment 18 1) The work performed and the materials furnished in accordance with this 19 Item are subsidiary to the various Items bid and no other compensation will 20 be allowed. 21 2. Construction Survey 22 a. Measurement 23 1) This Item is considered subsidiary to the various Items bid. 24 b. Payment 25 1) The work performed and the materials furnished in accordance with this 26 Item are subsidiary to the various Items bid and no other compensation will be 27 allowed. 28 3. As-Built Survey 29 a. Measurement 30 1) This Item is considered subsidiary to the various Items bid. 31 b. Payment 32 1) The work performed and the materials furnished in accordance with this 33 Item are subsidiary to the various Items bid and no other compensation will be 34 allowed. 35 1.3 REFERENCES 36 A. Definitions 37 1. Construction Survey-The survey measurements made prior to or while 38 construction is in progress to control elevation,horizontal position,dimensions and 39 configuration of structures/improvements included in the Project Drawings. CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised February 14,2018 01 71 23-2 CONSTRUCTION STAKING AND SURVEY Page 2 of 7 1 2. As-built Survey—The measurements made after the construction of the 2 improvement features are complete to provide position coordinates for the features 3 of a project. 4 3. Construction Staking—The placement of stakes and markings to provide offsets 5 and elevations to cut and fill in order to locate on the ground the designed 6 structures/improvements included in the Project Drawings. Construction staking 7 shall include staking easements and/or right of way if indicated on the plans. 8 4. Survey"Field Checks"—Measurements made after construction staking is 9 completed and before construction work begins to ensure that structures marked on 10 the ground are accurately located per Project Drawings. 11 B. Technical References 12 1. City of Fort Worth—Construction Staking Standards(available on City's Buzzsaw 13 website)—01 71 23.16.01—Attachment A Survey Staking Standards 14 2. City of Fort Worth- Standard Survey Data Collector Library(fxl)files(available 15 on City's Buzzsaw website). 16 3. Texas Department of Transportation(TxDOT) Survey Manual,latest revision 17 4. Texas Society of Professional Land Surveyors(TSPS),Manual of Practice for Land 18 Surveying in the State of Texas,Category 5 19 20 1.4 ADMINISTRATIVE REQUIREMENTS 21 A. The Contractor's selection of a surveyor must comply with Texas Government 22 Code 2254(qualifications based selection)for this project. 23 1.5 SUBMITTALS 24 A. Submittals, if required, shall be in accordance with Section 0133 00. 25 B. All submittals shall be received and reviewed by the City prior to delivery of work. 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 27 A. Field Quality Control Submittals 28 1. Documentation verifying accuracy of field engineering work,including coordinate 29 conversions if plans do not indicate grid or ground coordinates. 30 2. Submit"Cut-Sheets"conforming to the standard template provided by the City 31 (refer to 01 71 23.16.01 —Attachment A—Survey Staking Standards). 32 1.7 CLOSEOUT SUBMITTALS 33 B. As-built Redline Drawing Submittal 34 1. Submit As-Built Survey Redline Drawings documenting the locations/elevations of 35 constructed improvements signed and sealed by Registered Professional Land 36 Surveyor(RPLS)responsible for the work(refer to 01 71 23.16.01 —Attachment A 37 —Survey Staking Standards) . 38 2. Contractor shall submit the proposed as-built and completed redline drawing 39 submittal one(1)week prior to scheduling the project final inspection for City 40 review and comment.Revisions, if necessary, shall be made to the as-built redline 41 drawings and resubmitted to the City prior to scheduling the construction final 42 inspection. CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised February 14,2018 017123-3 CONSTRUCTION STAKING AND SURVEY Page 3 of 7 1 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 2 1.9 QUALITY ASSURANCE 3 A. Construction Staking 4 1. Construction staking will be performed by the Contractor. 5 2. Coordination 6 a. Contact City and Developer's Project Representative at least one week in 7 advance notifying the City of when Construction Staking is scheduled. 8 b. It is the Contractor's responsibility to coordinate staking such that 9 construction activities are not delayed or negatively impacted. 10 3. General 11 a. Contractor is responsible for preserving and maintaining stakes. If 12 Developer's Project Representative is required to re-stake for any reason,the 13 Contractor will be responsible for costs to perform staking. If in the opinion of 14 the City,a sufficient number of stakes or markings have been lost,destroyed 15 disturbed or omitted that the contracted Work cannot take place then the 16 Contractor will be required to stake or re-stake the deficient areas. 17 B. Construction Survey 18 1. Construction Survey will be performed by the Contractor. 19 2. Coordination 20 a. Contractor to verify that horizontal and vertical control data established in the 21 design survey and required for construction survey is available and in place. 22 3. General 23 a. Construction survey will be performed in order to construct the work shown 24 on the Construction Drawings and specified in the Contract Documents. 25 b. For construction methods other than open cut,the Contractor shall perform 26 construction survey and verify control data including,but not limited to,the 27 following: 28 1) Verification that established benchmarks and control are accurate. 29 2) Use of Benchmarks to furnish and maintain all reference lines and grades 30 for tunneling. 31 3) Use of line and grades to establish the location of the pipe. 32 4) Submit to the City copies of field notes used to establish all lines and 33 grades,if requested,and allow the City to check guidance system setup prior 34 to beginning each tunneling drive. 35 5) Provide access for the City,if requested,to verify the guidance system and 36 the line and grade of the carrier pipe. 37 6) The Contractor remains fully responsible for the accuracy of the work and 38 correction of it,as required. 39 7) Monitor line and grade continuously during construction. 40 8) Record deviation with respect to design line and grade once at each pipe 41 joint and submit daily records to the City. 42 9) If the installation does not meet the specified tolerances(as outlined in 43 Sections 33 05 23 and/or 33 05 24),immediately notify the City and correct 44 the installation in accordance with the Contract Documents. 45 C. As-Built Survey 46 1. Required As-Built Survey will be performed by the Contractor. CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised February 14,2018 01 71 23-4 CONSTRUCTION STAKING AND SURVEY Page 4 of 7 1 2. Coordination 2 a. Contractor is to coordinate with City to confirm which features require as- 3 built surveying. 4 b. It is the Contractor's responsibility to coordinate the as-built survey and 5 required measurements for items that are to be buried such that construction 6 activities are not delayed or negatively impacted. 7 c. For sewer mains and water mains 12"and under in diameter,it is acceptable 8 to physically measure depth and mark the location during the progress of 9 construction and take as-built survey after the facility has been buried. The 10 Contractor is responsible for the quality control needed to ensure accuracy. 11 3. General 12 a. The Contractor shall provide as-built survey including the elevation and 13 location(and provide written documentation to the City)of construction 14 features during the progress of the construction including the following: 15 1) Water Lines 16 a) Top of pipe elevations and coordinates for waterlines at the following 17 locations: 18 (1) Minimum every 250 linear feet,including 19 (2) Horizontal and vertical points of inflection,curvature, 20 etc. 21 (3) Fire line tee 22 (4) Plugs, stub-outs,dead-end lines 23 (5) Casing pipe(each end)and all buried fittings 24 2) Sanitary Sewer 25 a) Top of pipe elevations and coordinates for force mains and siphon 26 sanitary sewer lines(non-gravity facilities)at the following locations: 27 (1) Minimum every 250 linear feet and any buried fittings 28 (2) Horizontal and vertical points of inflection, curvature, 29 etc. 30 3) Stormwater—Not Applicable 31 b. The Contractor shall provide as-built survey including the elevation and 32 location(and provide written documentation to the City)of construction 33 features after the construction is completed including the following: 34 1) Manholes 35 a) Rim and flowline elevations and coordinates for each manhole 36 2) Water Lines 37 a) Cathodic protection test stations 38 b) Sampling stations 39 c) Meter boxes/vaults(All sizes) 40 d) Fire hydrants 41 e) Valves(gate,butterfly, etc.) 42 f) Air Release valves(Manhole rim and vent pipe) 43 g) Blow off valves(Manhole rim and valve lid) 44 h) Pressure plane valves 45 i) Underground Vaults 46 (1) Rim and flowline elevations and coordinates for each 47 Underground Vault. 48 3) Sanitary Sewer 49 a) Cleanouts 50 (1) Rim and flowline elevations and coordinates for each CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised February 14,2018 017123-5 CONSTRUCTION STAKING AND SURVEY Page 5 of 7 1 b) Manholes and Junction Structures 2 (1) Rim and flowline elevations and coordinates for each 3 manhole and junction structure. 4 4) Stormwater—Not Applicable 5 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 6 1.11 FIELD [SITE] CONDITIONS [NOT USED] 7 1.12 WARRANTY 8 PART 2 - PRODUCTS 9 A. A construction survey will produce,but will not be limited to: 10 1. Recovery of relevant control points,points of curvature and points of intersection. 11 2. Establish temporary horizontal and vertical control elevations(benchmarks) 12 sufficiently permanent and located in a manner to be used throughout construction. 13 3. The location of planned facilities,easements and improvements. 14 a. Establishing final line and grade stakes for piers,floors,grade beams,parking 15 areas,utilities, streets,highways,tunnels, and other construction. 16 b. A record of revisions or corrections noted in an orderly manner for reference. 17 c. A drawing,when required by the client,indicating the horizontal and vertical 18 location of facilities, easements and improvements,as built. 19 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all 20 construction staking projects. These cut sheets shall be on the standard city template 21 which can be obtained from the Survey Superintendent(817-392-7925). 22 5. Digital survey files in the following formats shall be acceptable: 23 a. AutoCAD(.dwg) 24 b. ESRI Shapefile(.shp) 25 c. CSV file(.csv),formatted with X and Y coordinates in separate columns(use 26 standard templates,if available) 27 6. Survey files shall include vertical and horizontal data tied to original project 28 control and benchmarks,and shall include feature descriptions 29 PART 3 - EXECUTION 30 3.1 INSTALLERS 31 A. Tolerances: 32 1. The staked location of any improvement or facility should be as accurate as 33 practical and necessary. The degree of precision required is dependent on many 34 factors all of which must remain judgmental. The tolerances listed hereafter are 35 based on generalities and,under certain circumstances, shall yield to specific 36 requirements. The surveyor shall assess any situation by review of the overall plans 37 and through consultation with responsible parties as to the need for specific 38 tolerances. 39 a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft.vertical 40 tolerance. Horizontal alignment for earthwork and rough cut should not exceed 41 1.0 ft.tolerance. CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised February 14,2018 017123-6 CONSTRUCTION STAKING AND SURVEY Page 6 of 7 1 b. Horizontal alignment on a structure shall be within .0.1 ft tolerance. 2 c. Paving or concrete for streets, curbs, gutters,parking areas,drives,alleys and 3 walkways shall be located within the confines of the site boundaries and, 4 occasionally, along a boundary or any other restrictive line.Away from any 5 restrictive line,these facilities should be staked with an accuracy producing no 6 more than 0.05ft.tolerance from their specified locations. 7 d. Underground and overhead utilities, such as sewers, gas,water,telephone and 8 electric lines, shall be located horizontally within their prescribed areas or 9 easements.Within assigned areas,these utilities should be staked with an 10 accuracy producing no more than 0.1 ft tolerance from a specified location. 11 e. The accuracy required for the vertical location of utilities varies widely.Many 12 underground utilities require only a minimum cover and a tolerance of 0.1 ft. 13 should be maintained.Underground and overhead utilities on planned profile, 14 but not depending on gravity flow for performance, should not exceed 0.1 ft. 15 tolerance. 16 B. Surveying instruments shall be kept in close adjustment according to manufacturer's 17 specifications or in compliance to standards. The City reserves the right to request a 18 calibration report at any time and recommends regular maintenance schedule be 19 performed by a certified technician every 6 months. 20 1. Field measurements of angles and distances shall be done in such fashion as to 21 satisfy the closures and tolerances expressed in Part 3.1.A. 22 2. Vertical locations shall be established from a pre-established benchmark and 23 checked by closing to a different bench mark on the same datum. 24 3. Construction survey field work shall correspond to the client's plans. Irregularities 25 or conflicts found shall be reported promptly to the City. 26 4. Revisions,corrections and other pertinent data shall be logged for future reference. 27 28 3.2 EXAMINATION [NOT USED] 29 3.3 PREPARATION [NOT USED] 30 3.4 APPLICATION 31 3.5 REPAIR/RESTORATION 32 A. If the Contractor's work damages or destroys one or more of the control 33 monuments/points set by the Developer's Project Representative,the monuments shall be 34 adequately referenced for expedient restoration. 35 1. Notify City or Developer's Project Representative if any control data needs to be 36 restored or replaced due to damage caused during construction operations. 37 a. Contractor shall perform replacements and/or restorations. 38 b. The City or Developer's Project Representative may require at any time a 39 survey"Field Check"of any monument or benchmarks that are set be verified 40 by the Developer's Project Representative before further associated work can 41 move forward. CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised February 14,2018 017123-7 CONSTRUCTION STAKING AND SURVEY Page 7 of 7 1 3.6 RE-INSTALLATION [NOT USED] 2 3.7 FIELD [OR] SITE QUALITY CONTROL 3 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the 4 Developer's Project Representative in accordance with this Specification. This includes 5 easements and right of way, if noted on the plans. 6 B. Do not change or relocate stakes or control data without approval from the City. 7 3.8 SYSTEM STARTUP 8 A. Survey Checks 9 1. The City reserves the right to perform a Survey Check at any time deemed 10 necessary. 11 2. Checks by City personnel or 3'd party contracted surveyor are not intended to 12 relieve the contractor of his/her responsibility for accuracy. 13 14 3.9 ADJUSTING [NOT USED] 15 3.10 CLEANING [NOT USED] 16 3.11 CLOSEOUT ACTIVITIES [NOT USED] 17 3.12 PROTECTION [NOT USED] 18 3.13 MAINTENANCE [NOT USED] 19 3.14 ATTACHMENTS [NOT USED] 20 END OF SECTION 21 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D.Johnson Added instruction and modified measurement&payment under 1.2;added 8/31/2017 M.Owen definitions and references under 1.3;modified 1.6;added 1.7 closeout submittal requirements;modified 1.9 Quality Assurance;added PART 2—PRODUCTS; Added 3.1 Installers;added 3.5 Repair/Restoration;and added 3.8 System Startup. Removed"blue text";revised measurement and payment sections for Construction Staking and As-Built Survey;added reference to selection compliance with TGC 2/14/2018 M Owen 2254;revised action and Closeout submittal requirements;added acceptable depth measurement criteria;revised list of items requiring as-built survey"during"and "after"construction;and revised acceptable digital survey file format 22 CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised February 14,2018 01 74 23-1 DAP CLEANING Page 1 of 4 1 SECTION 0174 23 2 CLEANING 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Intermediate and final cleaning for Work not including special cleaning of closed 7 systems specified elsewhere 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include,but are not necessarily limited to: 11 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 —General Requirements 13 3. Section 32 92 13—Hydro-Mulching, Seeding and Sodding 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various Items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Scheduling 21 1. Schedule cleaning operations so that dust and other contaminants disturbed by 22 cleaning process will not fall on newly painted surfaces. 23 2. Schedule final cleaning upon completion of Work and immediately prior to final 24 inspection. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 STORAGE,AND HANDLING 31 A. Storage and Handling Requirements 32 1. Store cleaning products and cleaning wastes in containers specifically designed for 33 those materials. CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised April 7,2014 01 74 23-2 DAP CLEANING Page 2 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS 4 2.1 OWNER-FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 5 2.2 MATERIALS 6 A. Cleaning Agents 7 1. Compatible with surface being cleaned 8 2. New and uncontaminated 9 3. For manufactured surfaces 10 a. Material recommended by manufacturer 11 2.3 ACCESSORIES [NOT USED] 12 2.4 SOURCE QUALITY CONTROL [NOT USED] 13 PART 3 - EXECUTION 14 3.1 INSTALLERS [NOT USED] 15 3.2 EXAMINATION [NOT USED] 16 3.3 PREPARATION [NOT USED] 17 3.4 APPLICATION [NOT USED] 18 3.5 REPAIR/RESTORATION [NOT USED] 19 3.6 RE-INSTALLATION [NOT USED] 20 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING 24 A. General 25 1. Prevent accumulation of wastes that create hazardous conditions. 26 2. Conduct cleaning and disposal operations to comply with laws and safety orders of 27 governing authorities. 28 3. Do not dispose of volatile wastes such as mineral spirits,oil or paint thinner in 29 storm or sanitary drains or sewers. 30 4. Dispose of degradable debris at an approved solid waste disposal site. 31 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an 32 alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised April 7,2014 01 74 23-3 DAP CLEANING Page 3 of 4 1 6. Handle materials in a controlled manner with as few handlings as possible. 2 7. Thoroughly clean, sweep,wash and polish all Work and equipment associated with 3 this project. 4 8. Remove all signs of temporary construction and activities incidental to construction 5 of required permanent Work. 6 9. If project is not cleaned to the satisfaction of the City,the City reserves the right to 7 have the cleaning completed at the expense of the Contractor. 8 10. Do not burn on-site. 9 B. Intermediate Cleaning during Construction 10 1. Keep Work areas clean so as not to hinder health, safety or convenience of 11 personnel in existing facility operations. 12 2. At maximum weekly intervals,dispose of waste materials,debris and rubbish. 13 3. Confine construction debris daily in strategically located container(s): 14 a. Cover to prevent blowing by wind 15 b. Store debris away from construction or operational activities 16 c. Haul from site at a minimum of once per week 17 4. Vacuum clean interior areas when ready to receive finish painting. 18 a. Continue vacuum cleaning on an as-needed basis,until Final Acceptance. 19 5. Prior to storm events,thoroughly clean site of all loose or unsecured items,which 20 may become airborne or transported by flowing water during the storm. 21 C. Exterior(Site or Right of Way)Final Cleaning 22 1. Remove trash and debris containers from site. 23 a. Re-seed areas disturbed by location of trash and debris containers in accordance 24 with Section 32 92 13. 25 2. Sweep roadway to remove all rocks,pieces of asphalt, concrete or any other object 26 that may hinder or disrupt the flow of traffic along the roadway. 27 3. Clean any interior areas including,but not limited to,vaults,manholes, structures, 28 junction boxes and inlets. 29 4. If no longer required for maintenance of erosion facilities, and upon approval by 30 City,remove erosion control from site. 31 5. Clean signs, lights, signals, etc. 32 3.11 CLOSEOUT ACTIVITIES [NOT USED] 33 3.12 PROTECTION [NOT USED] 34 3.13 MAINTENANCE [NOT USED] 35 3.14 ATTACHMENTS [NOT USED] 36 37 38 39 40 CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised April 7,2014 01 74 23-4 DAP CLEANING Page 4 of 4 1 END OF SECTION 2 Revision Log DATE NAME SUMMARY OF CHANGE 4nl2014 M.Domenech Revised for DAP application 3 CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised April 7,2014 017719-1 DAP CLOSEOUT REQUIREMENTS Page 1 of 3 SECTION 01 7719 CLOSEOUT REQUIREMENTS PART1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. The procedure for closing out a contract B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include,but are not necessarily limited to: 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 —General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Guarantees,Bonds and Affidavits 1. No application for final payment will be accepted until all guarantees,bonds, certificates,licenses and affidavits required for Work or equipment as specified are satisfactorily filed with the City. B. Release of Liens or Claims 1. No application for final payment will be accepted until satisfactory evidence of release of liens has been submitted to the City. 1.5 SUBMITTALS A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised April 7,2014 01 77 19-2 DAP CLOSEOUT REQUIREMENTS Page 2 of 3 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] PART 2- PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 CLOSEOUT PROCEDURE A. Prior to requesting Final Inspection, submit: 1. Project Record Documents in accordance with Section 0178 39 2. Operation and Maintenance Data,if required,in accordance with Section 0178 23 B. Prior to requesting Final Inspection,perform final cleaning in accordance with Section 01 74 23. C. Final Inspection 1. After final cleaning,provide notice to the City Project Representative that the Work is completed. a. The City will make an initial Final Inspection with the Contractor present. b. Upon completion of this inspection,the City will notify the Contractor,in writing within 10 business days, of any particulars in which this inspection reveals that the Work is defective or incomplete. 2. Upon receiving written notice from the City, immediately undertake the Work required to remedy deficiencies and complete the Work to the satisfaction of the City. 3. Upon completion of Work associated with the items listed in the City's written notice,inform the City,that the required Work has been completed. Upon receipt of this notice,the City,in the presence of the Contractor,will make a subsequent Final Inspection of the project. 4. Provide all special accessories required to place each item of equipment in full operation. These special accessory items include,but are not limited to: a. Specified spare parts b. Adequate oil and grease as required for the first lubrication of the equipment c. Initial fill up of all chemical tanks and fuel tanks d. Light bulbs e. Fuses f. Vault keys g. Handwheels h. Other expendable items as required for initial start-up and operation of all equipment D. Notice of Project Completion CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised April 7,2014 017719-3 DAP CLOSEOUT REQUIREMENTS Page 3 of 3 1. Once the City Project Representative finds the Work subsequent to Final Inspection to be satisfactory,the City will issue a Notice of Project Completion(Green Sheet). E. Supporting Documentation 1. Coordinate with the City Project Representative to complete the following additional forms: a. Final Payment Request b. Statement of Contract Time c. Affidavit of Payment and Release of Liens d. Consent of Surety to Final Payment e. Pipe Report(if required) f. Contractor's Evaluation of City g. Performance Evaluation of Contractor F. Letter of Final Acceptance 1. Upon review and acceptance of Notice of Project Completion and Supporting Documentation,in accordance with General Conditions,City will issue Letter of Final Acceptance and release the Final Payment Request for payment. 3.5 REPAIR/RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised April 7,2014 017823-1 DAP OPERATION AND MAINTENANCE DATA Page 1 of 5 1 SECTION 0178 23 2 OPERATION AND MAINTENANCE DATA 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Product data and related information appropriate for City's maintenance and 7 operation of products furnished under Contract 8 2. Such products may include,but are not limited to: 9 a. Traffic Controllers 10 b. Irrigation Controllers(to be operated by the City) 11 c. Butterfly Valves 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include,but are not necessarily limited to: 15 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 —General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Schedule 24 1. Submit manuals in final form to the City within 30 calendar days of product 25 shipment to the project site. 26 1.5 SUBMITTALS 27 A. Submittals shall be in accordance with Section 0133 00. All submittals shall be 28 approved by the City prior to delivery. 29 1.6 INFORMATIONAL SUBMITTALS 30 A. Submittal Form 31 1. Prepare data in form of an instructional manual for use by City personnel. 32 2. Format 33 a. Size: 8 '/2 inches x 11 inches 34 b. Paper 35 1) 40 pound minimum,white, for typed pages 36 2) Holes reinforced with plastic, cloth or metal 37 c. Text: Manufacturer's printed data,or neatly typewritten CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised April 7,2014 01 78 23-2 DAP OPERATION AND MAINTENANCE DATA Page 2 of 5 1 d. Drawings 2 1) Provide reinforced punched binder tab,bind in with text 3 2) Reduce larger drawings and fold to size of text pages. 4 e. Provide fly-leaf for each separate product,or each piece of operating 5 equipment. 6 1) Provide typed description of product,and major component parts of 7 equipment. 8 2) Provide indexed tabs. 9 f. Cover 10 1) Identify each volume with typed or printed title"OPERATING AND 11 MAINTENANCE INSTRUCTIONS". 12 2) List: 13 a) Title of Project 14 b) Identity of separate structure as applicable 15 c) Identity of general subject matter covered in the manual 16 3. Binders 17 a. Commercial quality 3-ring binders with durable and cleanable plastic covers 18 b. When multiple binders are used,correlate the data into related consistent 19 groupings. 20 4. If available,provide an electronic form of the O&M Manual. 21 B. Manual Content 22 1. Neatly typewritten table of contents for each volume,arranged in systematic order 23 a. Contractor,name of responsible principal,address and telephone number 24 b. A list of each product required to be included,indexed to content of the volume 25 c. List,with each product: 26 1) The name,address and telephone number of the subcontractor or installer 27 2) A list of each product required to be included,indexed to content of the 28 volume 29 3) Identify area of responsibility of each 30 4) Local source of supply for parts and replacement 31 d. Identify each product by product name and other identifying symbols as set 32 forth in Contract Documents. 33 2. Product Data 34 a. Include only those sheets which are pertinent to the specific product. 35 b. Annotate each sheet to: 36 1) Clearly identify specific product or part installed 37 2) Clearly identify data applicable to installation 38 3) Delete references to inapplicable information 39 3. Drawings 40 a. Supplement product data with drawings as necessary to clearly illustrate: 41 1) Relations of component parts of equipment and systems 42 2) Control and flow diagrams 43 b. Coordinate drawings with information in Project Record Documents to assure 44 correct illustration of completed installation. 45 c. Do not use Project Record Drawings as maintenance drawings. 46 4. Written text,as required to supplement product data for the particular installation: 47 a. Organize in consistent format under separate headings for different procedures. 48 b. Provide logical sequence of instructions of each procedure. CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised April 7,2014 01 78 23-3 DAP OPERATION AND MAINTENANCE DATA Page 3 of 5 1 5. Copy of each warranty,bond and service contract issued 2 a. Provide information sheet for City personnel giving: 3 1) Proper procedures in event of failure 4 2) Instances which might affect validity of warranties or bonds 5 C. Manual for Materials and Finishes 6 1. Submit 5 copies of complete manual in final form. 7 2. Content,for architectural products,applied materials and finishes: 8 a. Manufacturer's data,giving full information on products 9 1) Catalog number, size,composition 10 2) Color and texture designations 11 3) Information required for reordering special manufactured products 12 b. Instructions for care and maintenance 13 1) Manufacturer's recommendation for types of cleaning agents and methods 14 2) Cautions against cleaning agents and methods which are detrimental to 15 product 16 3) Recommended schedule for cleaning and maintenance 17 3. Content,for moisture protection and weather exposure products: 18 a. Manufacturer's data,giving full information on products 19 1) Applicable standards 20 2) Chemical composition 21 3) Details of installation 22 b. Instructions for inspection,maintenance and repair 23 D. Manual for Equipment and Systems 24 1. Submit 5 copies of complete manual in final form. 25 2. Content,for each unit of equipment and system, as appropriate: 26 a. Description of unit and component parts 27 1) Function,normal operating characteristics and limiting conditions 28 2) Performance curves,engineering data and tests 29 3) Complete nomenclature and commercial number of replaceable parts 30 b. Operating procedures 31 1) Start-up,break-in,routine and normal operating instructions 32 2) Regulation,control, stopping, shut-down and emergency instructions 33 3) Summer and winter operating instructions 34 4) Special operating instructions 35 c. Maintenance procedures 36 1) Routine operations 37 2) Guide to "trouble shooting" 38 3) Disassembly,repair and reassembly 39 4) Alignment,adjusting and checking 40 d. Servicing and lubrication schedule 41 1) List of lubricants required 42 e. Manufacturer's printed operating and maintenance instructions 43 £ Description of sequence of operation by control manufacturer 44 1) Predicted life of parts subject to wear 45 2) Items recommended to be stocked as spare parts 46 g. As installed control diagrams by controls manufacturer 47 h. Each contractor's coordination drawings 48 1) As installed color coded piping diagrams CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised April 7,2014 01 78 23-4 DAP OPERATION AND MAINTENANCE DATA Page 4 of 5 1 i. Charts of valve tag numbers,with location and function of each valve 2 j. List of original manufacturer's spare parts,manufacturer's current prices,and 3 recommended quantities to be maintained in storage 4 k. Other data as required under pertinent Sections of Specifications 5 3. Content,for each electric and electronic system, as appropriate: 6 a. Description of system and component parts 7 1) Function,normal operating characteristics, and limiting conditions 8 2) Performance curves,engineering data and tests 9 3) Complete nomenclature and commercial number of replaceable parts 10 b. Circuit directories of panelboards 11 1) Electrical service 12 2) Controls 13 3) Communications 14 c. As installed color coded wiring diagrams 15 d. Operating procedures 16 1) Routine and normal operating instructions 17 2) Sequences required 18 3) Special operating instructions 19 e. Maintenance procedures 20 1) Routine operations 21 2) Guide to "trouble shooting" 22 3) Disassembly,repair and reassembly 23 4) Adjustment and checking 24 £ Manufacturer's printed operating and maintenance instructions 25 g. List of original manufacturer's spare parts,manufacturer's current prices,and 26 recommended quantities to be maintained in storage 27 h. Other data as required under pertinent Sections of Specifications 28 4. Prepare and include additional data when the need for such data becomes apparent 29 during instruction of City's personnel. 30 1.7 CLOSEOUT SUBMITTALS [NOT USED] 31 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 32 1.9 QUALITY ASSURANCE 33 A. Provide operation and maintenance data by personnel with the following criteria: 34 1. Trained and experienced in maintenance and operation of described products 35 2. Skilled as technical writer to the extent required to communicate essential data 36 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised April 7,2014 01 78 23-5 DAP OPERATION AND MAINTENANCE DATA Page 5 of 5 1 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2 - PRODUCTS [NOT USED] 5 PART 3 - EXECUTION [NOT USED] 6 END OF SECTION 7 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 CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised April 7,2014 017839-1 DAP PROJECT RECORD DOCUMENTS Page 1 of 4 1 SECTION 0178 39 2 PROJECT RECORD DOCUMENTS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Work associated with the documenting the project and recording changes to project 7 documents, including: 8 a. Record Drawings 9 b. Water Meter Service Reports 10 c. Sanitary Sewer Service Reports 11 d. Large Water Meter Reports 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include,but are not necessarily limited to: 15 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 —General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 23 1.5 SUBMITTALS 24 A. Prior to submitting a request for Final Inspection,deliver Project Record Documents to 25 City's Project Representative. 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE 30 A. Accuracy of Records 31 1. Thoroughly coordinate changes within the Record Documents,making adequate 32 and proper entries on each page of Specifications and each sheet of Drawings and 33 other Documents where such entry is required to show the change properly. 34 2. Accuracy of records shall be such that future search for items shown in the Contract 35 Documents may rely reasonably on information obtained from the approved Project 36 Record Documents. CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised April 7,2014 017839-2 DAP PROJECT RECORD DOCUMENTS Page 2 of 4 1 3. To facilitate accuracy of records,make entries within 24 hours after receipt of 2 information that the change has occurred. 3 4. Provide factual information regarding all aspects of the Work,both concealed and 4 visible,to enable future modification of the Work to proceed without lengthy and 5 expensive site measurement,investigation and examination. 6 1.10 STORAGE AND HANDLING 7 A. Storage and Handling Requirements 8 1. Maintain the job set of Record Documents completely protected from deterioration 9 and from loss and damage until completion of the Work and transfer of all recorded 10 data to the final Project Record Documents. 11 2. In the event of loss of recorded data,use means necessary to again secure the data 12 to the City's approval. 13 a. In such case,provide replacements to the standards originally required by the 14 Contract Documents. 15 1.11 FIELD [SITE] CONDITIONS [NOT USED] 16 1.12 WARRANTY [NOT USED] 17 PART 2 - PRODUCTS 18 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED] 19 2.2 RECORD DOCUMENTS 20 A. Job set 21 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no 22 charge to the Contractor, 1 complete set of all Documents comprising the Contract. 23 B. Final Record Documents 24 1. At a time nearing the completion of the Work and prior to Final Inspection,provide 25 the City 1 complete set of all Final Record Drawings in the Contract. 26 2.3 ACCESSORIES [NOT USED] 27 2.4 SOURCE QUALITY CONTROL [NOT USED] 28 PART 3 - EXECUTION 29 3.1 INSTALLERS [NOT USED] 30 3.2 EXAMINATION [NOT USED] 31 3.3 PREPARATION [NOT USED] 32 3.4 MAINTENANCE DOCUMENTS 33 A. Maintenance of Job Set 34 1. Immediately upon receipt of the job set,identify each of the Documents with the 35 title, "RECORD DOCUMENTS-JOB SET". CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised April 7,2014 017839-3 DAP PROJECT RECORD DOCUMENTS Page 3 of 4 1 2. Preservation 2 a. Considering the Contract completion time,the probable number of occasions 3 upon which the job set must be taken out for new entries and for examination, 4 and the conditions under which these activities will be performed, devise a 5 suitable method for protecting the job set. 6 b. Do not use the job set for any purpose except entry of new data and for review 7 by the City,until start of transfer of data to final Project Record Documents. 8 c. Maintain the job set at the site of work. 9 3. Coordination with Construction Survey 10 a. At a minimum clearly mark any deviations from Contract Documents 11 associated with installation of the infrastructure. 12 4. Making entries on Drawings 13 a. Record any deviations from Contract Documents. 14 b. Use an erasable colored pencil(not ink or indelible pencil),clearly describe the 15 change by graphic line and note as required. 16 c. Date all entries. 17 d. Call attention to the entry by a"cloud" drawn around the area or areas affected. 18 e. In the event of overlapping changes,use different colors for the overlapping 19 changes. 20 5. Conversion of schematic layouts 21 a. In some cases on the Drawings,arrangements of conduits,circuits,piping, 22 ducts, and similar items,are shown schematically and are not intended to 23 portray precise physical layout. 24 1) Final physical arrangement is determined by the Contractor, subject to the 25 City's approval. 26 2) However,design of future modifications of the facility may require 27 accurate information as to the final physical layout of items which are 28 shown only schematically on the Drawings. 29 b. Show on the job set of Record Drawings,by dimension accurate to within 1 30 inch,the centerline of each run of items. 31 1) Final physical arrangement is determined by the Contractor, subject to the 32 City's approval. 33 2) Show,by symbol or note,the vertical location of the Item("under slab", "in 34 ceiling plenum", "exposed",and the like). 35 3) Make all identification sufficiently descriptive that it may be related 36 reliably to the Specifications. 37 c. The City may waive the requirements for conversion of schematic layouts 38 where,in the City's judgment,conversion serves no useful purpose. However, 39 do not rely upon waivers being issued except as specifically issued in writing 40 by the City. 41 B. Final Project Record Documents 42 1. Transfer of data to Drawings 43 a. Carefully transfer change data shown on the job set of Record Drawings to the 44 corresponding final documents, coordinating the changes as required. 45 b. Clearly indicate at each affected detail and other Drawing a full description of 46 changes made during construction, and the actual location of items. 47 c. Call attention to each entry by drawing a"cloud" around the area or areas 48 affected. CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised April 7,2014 017839-4 DAP PROJECT RECORD DOCUMENTS Page 4 of 4 1 d. Make changes neatly, consistently and with the proper media to assure 2 longevity and clear reproduction. 3 2. Transfer of data to other Documents 4 a. If the Documents,other than Drawings,have been kept clean during progress of 5 the Work, and if entries thereon have been orderly to the approval of the City, 6 the job set of those Documents,other than Drawings,will be accepted as final 7 Record Documents. 8 b. If any such Document is not so approved by the City, secure a new copy of that 9 Document from the City at the City's usual charge for reproduction and 10 handling,and carefully transfer the change data to the new copy to the approval 11 of the City. 12 3.5 REPAIR/RESTORATION [NOT USED] 13 3.6 RE-INSTALLATION [NOT USED] 14 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 15 3.8 SYSTEM STARTUP [NOT USED] 16 3.9 ADJUSTING [NOT USED] 17 3.10 CLEANING [NOT USED] 18 3.11 CLOSEOUT ACTIVITIES [NOT USED] 19 3.12 PROTECTION [NOT USED] 20 3.13 MAINTENANCE [NOT USED] 21 3.14 ATTACHMENTS [NOT USED] 22 END OF SECTION 23 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP Application 24 CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS—DEVELOPER AWARDED PROJECTS 103763 Revised April 7,2014 APPENDIX GC-4.02 Subsurface and Physical Conditions GG 4.06 Hazardous Environmental Condition at Site G*G 6.0-7 Wage Rates GR-01 60 00 Product Requirements CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 103763 Revised July 1,2011 GC-4.02 Subsurface and Physical Conditions THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 103763 Revised July 1,2011 GEOTECHNICAL EXPLORATION EAGLE RANCH 11 Off Robertson Drive and Lake Country Drive Fort Worth, Texas ALPHA Report No. W213300 December 14, 2021 Prepared for: ONM LIVING,LLC 1038 Texan Trail Grapevine, Texas Attention: Mr. Kelly Dykes Prepared By: ALPHA #XTESTING WHERE IT ALL BEGINS ALPHAfItTESTINGGeotechnical 5058 Brush Creek Road Tel:817-496-5600 Construction Materials Fort Wo?ih, Texas 76119 Fax:817-496-5608 Environmental www.alphatesting.com WHERE IT ALL BEGINS TBPE Firm No.813 December 14, 2021 ONM Living,LLC 1038 Texan Trail Grapevine, Texas Attention: Mr. Kelly Dykes Re: Geotechnical Exploration Eagle Ranch 11 Off Robertson Drive and Lake Country Drive Fort Worth, Texas ALPHA Report No. W213300 Attached is the report of the geotechnical exploration performed for the project referenced above. This study was authorized by Mr. Kelly Dykes on October 27, 2021 and performed in accordance with ALPHA Proposal No. 87066, dated October 18, 2021. This report contains results of field explorations and laboratory testing and an engineering interpretation of these with respect to available project characteristics. The results and analyses were used to develop recommendations to aid design and construction of foundations and private pavement. ALPHA TESTING, LLC appreciates the opportunity to be of service on this project. If we can be of further assistance, please contact our office. Sincerely, ���►���� r�-0'A�e OF T� 11��lI ALPHA TESTING, LLC. or*±e _ :* -BRIAN J. HOYT........ ✓ [�✓V� December 14,2021 ` I Karina Cohuo Brian J. Hoyt, P.E. Geotechnical Project Manager Regional Manager BJH/kc Copies: (1-PDF)Client TABLE OF CONTENTS ALPHA REPORT NO. W213300 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 and Pond............................................................................................. 3 6.2 Slab-on-Grade Foundations....................................................................................4 6.3 Post-Tensioning Institute, Design of Post-Tensioned Slabs-on-Grade................... 4 6.4 Independent Drilled Piers for Slab Foundations in Deep Fill Areas ...................... 5 6.4.1 Straight-Shaft Piers ..................................................................................... 5 6.4.2 Helical Piers................................................................................................ 6 6.5 Drainage and Other Considerations........................................................................ 7 7.0 GENERAL CONSTRUCTION PROCEDURES AND GUIDELINES............................. 8 7.1 Site Preparation and Grading.................................................................................. 8 7.2 Foundation Excavations.......................................................................................... 9 7.3 Fill Compaction .................................................................................................... 10 7.4 Utilities.................................................................................................................. 11 7.5 Groundwater......................................................................................................... 12 8.0 LIMITATIONS................................................................................................................. 12 APPENDIX A-1 Methods of Field Exploration Boring Location Plan—Figure I B-1 Methods of Laboratory Testing Logs of Borings Key to Soil Symbols and Classifications ALPHA Report No. W213300 1.0 PURPOSE AND SCOPE The purpose of this geotechnical exploration is for ALPHA TESTING, LLC(ALPHA)to evaluate for ONM Living, LLC (Client) some of the physical and engineering properties of subsurface materials at selected locations on the subject site with respect to formulation of appropriate geotechnical design parameters for the proposed construction. The field exploration was accomplished by securing subsurface samples from widely spaced test borings performed across the expanse of the site. Engineering analyses were performed from results of the field exploration and results of laboratory tests performed on representative samples. Also included are general comments pertaining to reasonably anticipated construction problems and recommendations concerning earthwork and quality control testing during construction. This information can be used to evaluate subsurface conditions and to aid in ascertaining construction meets project specifications. Recommendations provided in this report were developed from information obtained in test borings depicting subsurface conditions only at the specific boring locations and at the particular time designated on the logs. Subsurface conditions at other locations may differ from those observed at the boring locations, and subsurface conditions at boring locations may vary at different times of the year. The scope of work may not fully define the variability of subsurface materials and conditions that are present on the site. The nature and extent of variations between borings may not become evident until construction. If significant variations then appear evident, our office should be contacted to re-evaluate our recommendations after performing on-site observations and possibly other tests. 2.0 PROJECT CHARACTERISTICS It is proposed to construct a residential subdivision (Eagle Ranch 11) generally located on the northeast corner of Robertson Road and Prentiss Drive in Fort Worth, Texas. A site plan illustrating the general outline of the property is provided as Figure 1, the Boring Location Plan, in the Appendix. At the time the field exploration was performed, the site generally consisted of a vacant tract of land with scattered trees. An existing pond is located in the vicinity of Boring 13. Historical aerial images available from Google Earth®indicate grading/clearing occurred in the vicinity of Borings 1 through 10 and 20. No information regarding previous development on the site was provided to US. Review of grading plans prepared by Shield Engineering Group, PLLC (Sheets 21, 22 and 23, dated December 2021) indicate the site generally slopes down from the center of the site towards the west down to a drainage area in the east area of the site about 46 ft (Approximate Elevation: 823 ft to Approximate Elevation: 777 ft) and from the northwest down to the same drainage area about 33 ft(Approximate Elevation: 810 ft to Approximate Elevation: 777 ft). These grading plans also indicate cuts of up to 20 ft and fills of up to 18 ft will be required to achieve final grade in the building pad areas. 1 ALPHA Report No. W213300 ///\L 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. We understand the new structures will be supported with slab-on-grade foundations designed for potential movements of 4'/Z inches or less. No below-grade slabs are planned. 3.0 FIELD EXPLORATION Subsurface conditions on the site were explored by drilling a total of 18 test borings (20 borings proposed)to a depth of about 20 ft each. Borings 2 and 3 were not performed due to inaccessibility in the drainage area described in Section 2.0. The test borings were drilled in general accordance with ASTM Standard D 420 using standard rotary drilling equipment. The approximate location of each test boring is shown on the Boring Location Plan, Figure 1, 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 Log of Boring sheets included in the Appendix. The boring logs contain our Field Technician's and Engineer's interpretation of conditions believed to exist between actual samples retrieved. Therefore, these boring logs contain both factual and interpretive information. Lines delineating subsurface strata on the boring logs are approximate and the actual transition between strata may be gradual. 4.0 LABORATORY TESTS Selected samples of the subsurface materials were tested in the laboratory to evaluate their engineering properties as a basis in providing recommendations for foundation design and earthwork construction. A brief description of testing procedures used in the laboratory can be found in Methods of Laboratory Testing, Section B-1 of the Appendix. Individual test results are presented on the Log of Boring 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 Fort Worth Limestone and Duck Creek formation and close to the Kiamichi Formation. These formations generally consist of limestone with marl(limey shale)layers. Residual overburden soils associated with this formation generally consist of clays with low to high shrink/swell potential. Subsurface conditions encountered in most of the borings generally consisted of clay to depths of about '/2 ft to 9 ft below the existing ground surface underlain by limestone and/or shale extending to the 20 ft termination depth of the borings. Subsurface conditions encountered in Borings 8, 13 and 14 generally consisted of alternating layers of clay, shaly clay, limestone and shale extending to the 20 ft termination depth of the borings. Limestone was encountered at the surface in Boring 11 and extended to the 20 ft termination depth of the boring. More detailed stratigraphic information is presented on the attached Log of Boring sheets. Most of the subsurface materials encountered in the borings are relatively impermeable and are anticipated to have a relatively slow response to water movement. Therefore, several days of observation would be required to evaluate actual groundwater levels within the depths explored. 2 ALPHA Report No. W213300 #X Also, the groundwater level at the site is anticipated to fluctuate seasonally depending on the amount of rainfall, prevailing weather conditions and subsurface drainage characteristics. No free groundwater was encountered in the borings. However, it is common to encounter seasonal groundwater from natural fractures within the clayey matrix, at the soil/rock (limestone and/or shale) interface, or from fractures in the rock (limestone and/or shale), particularly during or after periods of precipitation. If more detailed groundwater information is required, monitoring wells or piezometers can be installed. Further details concerning subsurface materials and conditions encountered can be obtained from the Log of Boring sheets provided in the Appendix. 6.0 DESIGN RECOMMENDATIONS The following design recommendations were developed on the basis of the previously described Project Characteristics (Section 2.0) and General Subsurface Conditions (Section 5.0). If project criteria should change, our office should conduct a review to determine if modifications to the recommendations are required. Further, it is recommended our office be provided with a copy of the final plans and specifications for review prior to construction. The following recommendations are based on 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 contacted before performing other cutting and filling on site to verify appropriate design parameters are utilized for final foundation design. Also, our office should be provided with final grading plans to verify our recommendations. 6.1 Existing Fill and Pond As discussed in Section 2.0,site grading operations may have been performed at this site.Although not encountered in the borings, existing fill material may be present on the property in areas that were not explored. If compaction records for existing fill cannot be obtained, the existing fill should be considered as uncontrolled fill. Uncontrolled fill is generally not considered suitable for support of 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 7.3. 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 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. As discussed in Section 2.0, a pond was observed in the vicinity of Boring 13. Ponds should be dewatered and de-mucked so that all organic,soft and unsuitable materials are removed and a firm native subgrade is exposed prior to backfilling. The depth of the pond was not known at the time of this study. Even if the pond backfill is properly compacted, fills in excess of about 10 ft are still subject to settlements over time of up to about I to 2 percent of the total fill thickness. This should be considered when backfilling ponds below structures sensitive to settlement. 3 ALPHA Report No. W213300 6.2 Slab-on-Grade Foundations 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 undisturbed cuts in native clay, on fill material placed as recommended in Section 7.3 or on limestone. 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 capacity. 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. Our findings indicate slab foundations constructed at final grades as shown on the referenced grading plans are subject to potential seasonal movements of about 3 inches. 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 30 or less. If the plasticity index of material used to raise the grade is higher than 30, potential movements could be higher than our estimates. Slab foundations constructed above deep fills could experience settlements greater than 3 inches as discussed in Section 6.4. 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. 6.3 Post-Tensioning Institute Desi n of Post-Tensioned Slabs-on-Grade Table A contains information for design of the post-tensioned, slab-on-grade foundation. Design parameters were evaluated based on the conditions encountered in the borings and using information and correlations published by PTI Third Edition and VOLFLO 1.5 computer program provided by Geostructural Too] Kit, Inc. (GTI). TABLE A PTI Design Parameters Potential Seasonal Movement=3 inches EDGE LIFT CENTER LIFT Edge Moisture Distance, ft(em) 4.3 9.0 Differential Soil Movement, inches(ym) 2.0(swell) 1.3 (shrink) 4 ALPHA Report No. W213300 ' 6.4 Independent Drilled Piers for Slab Foundations in Deep Fill Areas Significant thicknesses of fill (more than 17 ft)are planned for slab foundations in some lots in the vicinity of Boring 13. For building pads with planned fills deeper than 17 ft, a system of independent drilled piers should be constructed below the slab-on-grade foundations to reduce the potential for long-term settlements. Lots with more than 17 ft of planned fill are delineated on the Boring Location Plan, Figure 1, with heavy black outline. Please Note: Due to the difference in potential movement between the piers and the slab-on-grade foundation, piers should be independent and not structurally connected to the slab-on-grade foundation. In addition, the structural engineer should appropriately design the slab-on-grade to consider the possibility portions of the slab are supported only by the piers in the event the on-site soils shrink/settle and pull away from the slab. Post Tension Institute (PTI) design parameters provided in Section 6.3 of this report are valid only for slab-on-grade systems fully supported on soil and do not take into consideration any portion of the slab or grade beams being fully or partially suspended on piers due to shrinkage or swelling of on-site soils. Differential movements can also occur between the pier supported foundations and connecting flatwork and utilities. This should be considered when designing foundations and connections. A b%z layer of weathered limestone was encountered in Boring 13 at a depth of about %ft below the existing ground surface. A layer of shaly clay was then encountered which was underlain by shale extending to the 20 ft boring termination depth. Thicker and harder layers of limestone were encountered near the surface in adjacent borings. Due to the extreme variation in subsurface conditions over relatively short distances in the vicinity of Boring 13, we recommend test piers be performed in front and behind the building pads prior to construction to verify subsurface conditions at each lot and constructability of the selected pier system. Recommendations for straight shaft piers and helical piers are provided in Section 6.4.1 and Section 6.4.2, respectively. 6.4.1 Strai!ht-Shaft Piers Independent drilled piers could consist of straight shaft piers bearing at least 3 ft into competent or weathered tan limestone. Weathered limestone was encountered at a depth of about %Z ft below the existing ground surface in Boring 13 in the general vicinity of the lots with significant thicknesses of fill requiring independent drilled piers. Drilled piers bearing at least 3 ft into competent limestone (and also into the underlying shaly clay and/or shale) can be dimensioned using a net allowable bearing pressure of 6.0 ksf and skin friction (in compression) of 1.0 ksf. Uplift resistance can be computed using a net allowable skin friction value of 0.8 ksf. The upper 3 ft of limestone should be neglected in computing skin friction. The allowable bearing pressure value has a factor of safety of 3 considering general bearing capacity failure and the skin friction values have a factor of safety of at least 2. Normal elastic settlement of piers under loading is estimated at less than about 1 inch. At least two (2)pier shaft diameters should remain between the bottom of our borings and the bottom of the pier to use the recommended end bearing value. If the minimum clearance is not provided, end bearing should be neglected and the piers designed as friction 5 ALPHA Report No. W213300 11tX piles only. In any case, piers should not extend deeper than out borings (20 ft below existing grade before grading). Straight shaft piers should be sufficiently embedded into the limestone and underlying materials and should be designed with full length reinforcing steel to resist the uplift pressure (soil-to-pier adhesion) due to potential soil swell along the shaft from post construction heave and other uplift forces applied by structural loadings. The magnitude of uplift adhesion due to soil swell along the pier shaft cannot be defined accurately and can vary according to the actual in-place moisture content of the soils during construction. It is estimated this uplift adhesion will not exceed about 1.4 kips per sq ft. This soil adhesion is approximated to act uniformly over the portion of the pier shaft in contact with clayey soils to a maximum depth of 12 ft below the ground surface. 6.4.2 Helical Piers Helical piers could be considered as an alternative to drilled, straight-shaft piers. Helical piers are a manufactured foundation element consisting of a centralized steel shaft and one or more helical bearing plates. The helical plates are formed with a uniform-pitch screw thread, and the pier is installed by rotating it into the ground to the desired depth or refusal. The helical plate(s) provides end bearing resistance due to gravity loads and uplift resistance due to swelling of high shrink-swell active clays such as encountered at the boring locations. Helical piers should bear on weathered or competent limestone. Piers with only a single helix should be used for this application. The minimum helix diameter must be sized to prevent the bearing surface from being over-stressed and to develop sufficient uplift capacity to overcome the potential uplift forces acting on the pier. The helix portion should be at least three (3) times the width of the shaft. Normal elastic settlement of helical piers under loading is estimated at less than about 1 inch. Load capacity of helical piers bearing on weathered or competent limestone can be calculated by summing the allowable end bearing pressure of 12 kips per sq ft. Each helical pier should be designed to resist the uplift pressure(soil-to-pier adhesion)due to potential soil swell along the shaft from post construction heave and other uplift forces applied by structural loadings. The magnitude of uplift adhesion due to soil swell along the helical pier shaft cannot be defined accurately and can vary according to the actual in- place moisture content of the soils during construction. It is estimated this uplift adhesion will not exceed about 1.4 kips per sq ft to a depth of about 10 ft below the ground surface. From our experience, helical piers are frequently designed and installed by specialty contractors. Helical piers should be designed by a professional engineer and should be installed per the manufacturer's requirements. Helical piers should be load tested to verify the pier is capable of supporting the design load. Load tests can also be utilized to maximize the foundation load, thereby reducing the number of piers. We recommend performing at least one helical pier load test. ALPHA would be pleased to assist in design, implementation, and evaluation of a pier load test if desired. 6 ALPHA Report No. W213300 r 6.5 Drainage and Other Considerations Adequate drainage should be provided to reduce seasonal variations in the moisture content of foundation soils. All pavement and sidewalks within 5 ft of the buildings should be sloped away from the structure to prevent ponding of water around the foundation. Final grades within 5 ft of the structure should be adjusted to slope away from the structure at a minimum slope of 2 percent. Maintaining positive surface drainage throughout the life of the structures is essential. In areas with pavement or sidewalks adjacent to the new building, a positive seal must be maintained between the structure and the pavement or sidewalk to minimize seepage of water into the underlying supporting soils. Post-construction movement of pavement and flatwork is common. Normal maintenance should include 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 10 feet from the completed structure. • Large trees and shrubs should not be allowed closer to the foundation than a horizontal distance equal to roughly one-half of their mature height due to their significant moisture demand upon maturing. • Moisture conditions should be maintained"constant"around the edge of the slab. Ponding of water in planters,in unpaved areas,and around joints in paving and sidewalks can cause slab movements beyond those predicted in this report. • Planter box structures placed adjacent to the buildings should be provided with a means to assure concentrations of water arc not available to the subsoil stratigraphy. • The root systems from any existing trees at this site will have dried and desiccated the surrounding clay soils, resulting in soil with near-maximum swell potential. Clay soils surrounding tree root mats within the building areas or areas to be covered with grade slabs (including,but not limited to, flatwork,pavement,equipment pads,etc.)should be removed to a depth of at least 1 ft below the root ball and compacted in-place with moisture and density control as described in Section 7.3. Trench backfill for utilities should be properly placed and compacted as outlined in Section 7.4 and in accordance with requirements of local City standards. Since granular bedding backfill is used for most utility lines, the backfilled trench should not become a conduit and allow access for surface or subsurface water to travel toward the new structures. Concrete cut-off collars or clay plugs should be provided where utility lines cross building lines to prevent water from traveling in the trench backfill and entering beneath the structures. ALPHA Report No. W213300 7.0 GENERAL CONSTRUCTION PROCEDURES AND GUIDELINES Variations in subsurface conditions could be encountered during construction. To permit correlation between test boring data and actual subsurface conditions encountered during construction, it is recommended a registered Professional Engineering firm be retained to observe construction procedures and materials. Some construction problems, particularly degree or magnitude, cannot be anticipated until the course of construction. The recommendations offered in the following paragraphs are intended not to limit or preclude other conceivable solutions, but rather to provide our observations based on our experience and understanding of the project characteristics and subsurface conditions encountered in the borings. 7.1 Site Preparation and Gradin Limestone was encountered within 4 ft of the ground surface in most of the borings and we expect limestone will be encountered during general excavation and grading in some areas of the site. From our experience, this limestone can be hard and difficult to excavate. Rock excavation methods (including, but not limited to rock teeth, rippers,jack hammers, or sawcutting) may be required to remove the limestone. Crushing equipment may be required to process 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. Grading operations may have been performed in the past at this site as discussed in Section 2.0. Although not encountered in the borings, existing fill may be encountered during construction. Existing fill materials could 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, lateral extent and composition of uncontrolled fill at this site. ALPHA would be pleased to provide this service if desired. All areas supporting slab foundations, pavement, flatwork, or areas to receive new fill should be properly prepared. • After completion of the necessary stripping, clearing, and excavating and prior to placing any required fill, the exposed soil subgrade should be carefully evaluated by probing and testing. Any undesirable material (organic material, wet, soft, or loose soil) still in place should be removed. • The exposed soil subgrade should be further evaluated by proof-rolling with a heavy pneumatic tired roller, loaded dump truck or similar equipment weighing approximately 20 tons to check for pockets of soft or loose material hidden beneath a thin crust of possibly better soil. 8 ALPHA Report No. W213300 • Proof-rolling procedures should be observed routinely by a Professional Engineer, or his designated representative. Any undesirable material (organic material, wet, soft, or loose soil) exposed during the proof-roll should be removed and replaced with well-compacted material as outlined in Section 7.3. • Prior to placement of any fill, the exposed soil subgrade should then be scarified to a minimum depth of 6 inches and recompacted as outlined in Section 7.3. If fill is to be placed on existing slopes (natural or constructed) steeper than six horizontal to one vertical (6:1), the fill materials should be benched into the existing slopes in such a manner as to provide a minimum bench-key width of five (5) ft. This should provide a good contact between the existing soils and new fill materials, reduce potential sliding planes, and allow relatively horizontal lift placements. Even if fill is properly compacted as recommended in Section 7.3, fills in excess of about 10 ft are still subject to settlements over time of up to about 1 to 2 percent of the total fill thickness. This should be considered when planning or placing deep fills. Slope stability analysis of embankments (natural or constructed) was not within the scope of this study. The contractor is responsible for designing any excavation slopes, temporary sheeting or shoring. Design of these structures should include any imposed surface surcharges. Construction site safety is the sole responsibility of the contractor, who shall also be solely responsible for the means, methods and sequencing of construction operations. The contractor should also be aware that slope height, slope inclination or excavation depths (including utility trench excavations) should in no case exceed those specified in local, state and/or federal safety regulations, such as OSHA Health and Safety Standard for Excavations, 29 CFR Part 1926, or successor regulations. Stockpiles should be placed well away from the edge of the excavation and their heights should be controlled so they do not surcharge the sides of the excavation. Surface drainage should be carefully controlled to prevent flow of water over the slopes and/or into the excavations. Construction slopes should be closely observed for signs of mass movement, including tension cracks near the crest or bulging at the toe. If potential stability problems are observed, a geotechnical engineer should be contacted immediately. Shoring, bracing or underpinning required for the project (if any) should be designed by a professional engineer registered in the State of Texas. Due to the nature of the clay soils found near the surface at the borings,traffic of heavy equipment (including heavy compaction equipment)may create pumping and general deterioration of shallow soils. Therefore, some construction difficulties should be anticipated during periods when these soils are saturated. 7.2 Foundation Excavations All foundation excavations should be properly monitored to verify loose, soft, or otherwise undesirable materials are removed and foundations will bear on satisfactory material. Surface runoff should be drained away from excavations and not allowed to pond in the bottom of the excavation. The exposed foundation soils should not be allowed to become excessively dry or wet 9 ALPHA Report No. W213300 r before placement of concrete. 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, pier excavations should be slightly widened and deepened, or a new design penetration made, in order to provide a fresh bearing surface. Slab foundation excavations should be cleaned and slightly deepened. All pier shafts should be at least 1-ft in diameter to facilitate clean-out of the base and proper monitoring. Concrete placed in pier holes should be directed through a tremie, hopper, or equivalent. Placement of concrete should be vertical through the center of the shaft without hitting the sides of the pier or reinforcement to reduce the possibility of segregation of aggregates. Concrete placed in piers should have a minimum slump of 5 inches (but not greater than 7 inches) to avoid potential honey-combing. Observations during pier drilling should include, but not necessarily be limited to, the following items: Verification of proper bearing strata and consistency of subsurface stratification with regard to the boring logs, Confirmation the minimum required penetration into the bearing strata is achieved, Complete removal of cuttings from bottom of pier holes, Proper handling of any observed water seepage and sloughing of subsurface materials, No more than 2 inches of standing water should be permitted in the bottom of pier holes prior to placing concrete, and Verification of pier diameter and steel reinforcement. No free groundwater was encountered in the borings. However, the risk of encountering groundwater during pier drilling is increased during or after periods of precipitation. Where submersible pumps or bailing cannot control groundwater, temporary casing may be required to control seepage. The casing should be properly seated below the depth of seepage, and all groundwater and soil should be removed prior to beginning the design penetration. As casing is extracted, care should be taken to maintain a positive head of plastic concrete and minimize the potential for intrusion of water seepage. A separate bid item should be provided for casing on the contractor bid schedule. 7.3 Fill Compaction Clay soils used for general fill with a plasticity index equal to or greater than 25 should be compacted to a dry density between 93 and 98 percent of standard Proctor maximum dry density (ASTM D 698). The compacted moisture content of the clays during placement should be within the range of+2 to +6 percentage points of the material's optimum moisture. 10 ALPHA Report No. W213300 11tX Clay soils with a plasticity index below 25 should be compacted to a dry density of at least 95 percent of standard Proctor maximum dry density (ASTM D 698) and within the range of 1 percentage point below to 3 percentage points above the material's optimum moisture content. Clay fill should be process and the largest particle or clod should be less than 6 inches prior to compaction. 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 or pool/deck, 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 fill/backfill below 10 ft should be compacted to at least 100 percent of standard Proctor maximum dry density (ASTM D 698) and within — 2 to +2 percentage points of the material's optimum moisture content. The portion of the fill/backfill shallower than 10 ft should be compacted as outlined above. Compaction should be accomplished by placing fill in about 8-inch thick loose lifts and compacting each lift to at least the specified minimum dry density. Field density and moisture content tests should be performed on each lift. 7.4 Utilities Where utility lines are deeper than 10 ft, the fillfbackfill 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 iffill 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. ]I ALPHA Report No. W213300 1� 7.5 Groundwater Groundwater was not encountered in the borings. However, from our experience, groundwater could be encountered during general excavation at this site. The risk of encountering seepage is increased during or after periods of precipitation. Standard sump pit and pumping procedures should be adequate to control seepage on a local basis for relatively shallow excavations. In any areas where cuts are made, attention should be given to possible seasonal water seepage that could occur through natural cracks and fissures in the newly exposed stratigraphy. The risk of seepage is increased where limestone is exposed in excavations and slopes or is near final grade. In these areas, subsurface drains may be required to intercept seasonal groundwater seepage. The need for these or other de-watering devices should be carefully addressed during construction. Our office could be contacted to visually observe the final grades to evaluate the need for such drains. 8.0 LIMITATIONS Professional services provided in this geotechnical exploration were performed,findings obtained, and recommendations prepared in accordance with generally accepted geotechnical engineering principles and practices. The scope of services provided herein does not include an environmental assessment of the site or investigation for the presence or absence of hazardous materials in the soil,surface water or groundwater. ALPHA,upon written request, can be retained to provide these services. ALPHA is not responsible for conclusions, opinions or recommendations made by others based on this data. Information contained in this report is intended for the exclusive use of the Client (and their designated design representatives), and is related solely to design of the specific 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 Iimitations 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. 12 APPENDIX ALPHA Report No. W213300 11tit A-1 METHODS OF FIELD EXPLORATION Using standard rotary drilling equipment, a total of 18 test borings were performed for this geotechnical exploration at the approximate locations shown on the Boring Location Plan, Figure 1. The boring locations were staked by using a handheld GPS device or by pacing/taping and estimating right angles from landmarks which could be identified in the field and as shown on the site plan provided during this study. The locations of the test borings shown on the Boring Location Plan are considered accurate only to the degree implied by the methods used to define them. Relatively undisturbed samples of the cohesive subsurface materials were obtained by hydraulically pressing 3-inch O.D. thin-wall sampling tubes into the underlying soils at selected depths (ASTM D 1587). These samples were removed from the sampling tubes in the field and evaluated visually. One representative portion of each sample was sealed in a plastic bag for use in fixture visual evaluation and possible testing in the laboratory. The Texas Cone Penetration (TCP) test was used to assess the apparent in-place strength characteristics of the rock type materials. The TCP test consists of a 3-inch diameter steel cone driven by a 170-pound hammer dropped 24 inches (340 ft-pounds of energy) and is the basis for TxDOT strength correlations. Depending on the resistance (strength) of the materials, either the number of blows of the hammer required to provide 12 inches of penetration, or the inches of penetration of the cone due to 100 blows of the hammer are recorded on the field logs and are shown on the Log of Boring sheets as "TX Cone" (reference: TxDOT Test Method TEX 132-E). Logs of the borings are included in the Appendix. The logs show visual descriptions of subsurface strata encountered using the Unified Soil Classification System. Sampling information, pertinent field data, and field observations are also included. Samples not consumed by testing will be retained in our laboratory for at least 14 days and then discarded unless the Client requests otherwise. 1 LAKE COUNTRY DRIVE - ,I j — 1 y ►fat a oocn n�u�•� 9 + + i <'t C2nC� i { tz I N � 1 M m 7 I� 6 11J �J F If W " tz Oil li 5 + t : • I �;' rfir' �►`.. -�yc ._" _.J G L l 1 2 �sn t.S rrtw-w.11 I I I ��yy�r��� LA 1enryyyl' f L„I f 1 , Irl �GIiL P I I f�-1'1 flail-- 1 r td rt 11 i• ;, al l W • I rl IYI V F� • �i, �i I r, All oil I �_ � =bp�l • I � :� � i I :4 L_ 3,Oo is r px = e rn tin Y I I z 9 � i If II r- Fr + _Lj ; o rIyK )E•y _ Ilo—/lLje ALPHA Report No. W213300 l� 13-1 METHODS OF LABORATORY TESTING Representative samples were evaluated and classified by a qualified member of the Geotechnical Division and the boring logs were edited as necessary. To aid in classifying the subsurface materials and to determine the general engineering characteristics, natural moisture content tests (ASTM D 2216), Atterberg-limit tests (ASTM D 4318) and dry unit weight determinations were performed on selected samples. In addition, unconfined compressive strength tests (ASTM D 2166)and pocket-penetrometer tests were conducted on selected soil samples to evaluate soil shear strength. Results of these laboratory tests are provided on the Log of Boring sheets. In addition to the Atterberg-limit tests, the expansive properties of the clay soils were further analyzed by absorption swell tests. The swell test is performed by placing a selected sample in a consolidation machine and applying either the approximate current or expected overburden pressure and then allowing the sample to absorb water. When the sample exhibits very little tendency for further expansion, the height increase is recorded and the percent free swell and total moisture gain calculated. Results of the absorption swell tests are provided on the attached Log of Boring sheets. 5058 Brush Creek Rd. BORING NO.: 1 ALPHA TESTING Fort Worth, Texas 76119 Sheet 1 of 1 Phone:817-496-5600 Fax: 817-496-5608 PROJECT NO.: W213300 WHERE IT ALL BEGINS www.alphatesting.conr Client: ONM Living,LLC Location: Fort Worth,Texas Project: Eagle Ranch 11 Surface Elevation: Start Date: 11/18/2021 End Date: 11/18/2021 West: Drilling Method: CONTINUOUS FLIGHT AUGER North. Hammer Drop(lbs I In): 170/24 Q, GROUND WATER OBSERVATIONS 4 v N a, d z _ x QOn Rods(ft): NONE ,o o a; U� w .� d E J c o C ZAfler Drilling(ft): DRY a iCf c o o f c v, mo yAfter Hours(ft): E �a 0 a° c 2 a-C4 �► y c) of c c c�a cn 'o m a 0. MATERIAL DESCRIPTION Light Brown CLAY with limestone fragments 4.5 2.8 122 9 32 15 17 2.0 Tan LIMESTONE with clay seams and layers 100/ 3.50" 100/ 5 2" 100/ 10 2.50" 12.0 Gray LIMESTONE 100/ 15 0.50" 9 00/ 20 20.0 0.25" TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 4 A L PH A //X XTEST I N G Fort Worth, T Phone:817-49e6-565 00 Sheet 1 0 1 Fax: 817-496-5608 PROJECT NO.: W2 1 3300 WHERE IT ALL BEGINS ti+'vw.alphatesting.coin Client: ONM Living,LLC Location:. Fort Worth,Texas Project: Eagle Ranch 11 Surface Elevation: Start Date: 11/22/2021 End Date: 11/22/2021 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(lbs!In): 170/24 GROUND WATER OBSERVATIONS �, o fn y CL E m L m m O a ,+ O . m 2On Rods(ft): NONE Z, m E r = ZAfter Drilling ft : DRY m >0 m 3 "m �a chi c J J n a g( ) a oW c� o e r-c ao �a U v_ " m CD 16 yAfter_Hours(ft): E ci c e`~ Q`� tq MATERIAL DESCRIPTION Light Brown CLAY with calcareous deposits and limestone fragments 4.5+ 3.0 116 11 40 21 19 1 0 Tan LIMESTONE with clay seams and layers 100/ 1.50" 100/ 5 1" 100/ 10 4.50" 15 1301 16.0 Gray SHALE 100/ 20 20.0 1.25" TEST BORING TERMINATED AT 20 FT 5058 Brush Creek lid. BORING NO.: 5 ALPHA #XTESTING Phone:e:817 Texas 9 Sheet 1 of 1 Phone:817-496-5600 Fax: 817-496-5608 PROJECT NO.: W213300 WHERE IT ALL BEGINS www.alphatesting.cour Client: ONM Living,LLC Location: Fort Worth,Texas Project: Eagle Ranch 11 Surface Elevation: Start Date: 11/22/2021 End Date: 11/22/2021 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(lbs!In): 170/24 a, GROUND WATER OBSERVATIONS 4, o 2— y E m t _ x ; o Q, a co q O m rn> O0 m m EOn Rods(ft): NONE Z� o a, c� c�� •iU) a� m E E w ZAfter Drilling(ft): DRY o >O o o E a Q1 roo �,Q 0 c> m a a m After_Hours(ft): E U d o o N v m y rn cn �a Su, 'z° C J o_ a MATERIAL DESCRIPTION Z Brown CLAY with limestone fragments 4.5+ g 31 15 16 1.0 Tan LIMESTONE with clay seams and layers 100/ 4.25" 100/ 5 1.50" 1001 10 1.25" 14.0 Gray LIMESTONE 100/ 15 0,50" 100/ 20 20.0 0.50" TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 6 ForALPHA #NJESTING Phone: e:817Worth, Texas 00 Sheet 1 0 1 Phone.•817-496-5600 Fax: 817-496-5608 PROJECT NO.: W213300 WHERE IT ALL BEGINS ww.alpha[esting.conj Client: ONM Living,LLC Location: Fort Worth,Texas Project:__ Eagle Ranch 11 Surface Elevation: Start Date: 11/29/2021 End Date: 11/29/2021 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(lbs 1 In): 170124 CL a a, GROUND WATER OBSERVATIONS o } _ _ m m -VOn Rods(ft): NONE > �� o d 0�� A m y E c 8-0L ZAfter Drilling(ft): DRY 50 o E �� o u 2^ a G Q. O(X CZ 02 C C o (� v m m f0 7After Hours(ft): E m U a: c 0.E N v Q m �, a- MATERIAL DESCRIPTION FOX Tan CLAY with limestone seams 10 28 15 13 78 50/ 13 5 3" 9.0 Tan LIMESTONE with clay seams and layers 100/ 10 1" 100/ 15 0.75" 18.0 Gray LIMESTONE 100/ 20 20 0 0.25" TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 7 ALPHA /# TESTING Fort worth. Texas Sheet 1 a 1 Phone:817-496-5600 00 Far: 817496-5608 PROJECT NO.: W213300 WHERE IT ALL BEGINS www.alphatesting.coin Client:_ ONM Living,LLC Location: Fort Worth,Texas Project. Eagle Ranch 11 Surface Elevation: Start Date: 11/24/2021 End Date: 11/24/2021 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(lbs I in): 170124 CL GROUND WATER OBSERVATIONS .o y E rn o E� t x NONE T o to m U� c m 'm c � S[On Rods(ft): a a ZAfter Drilling(ft): DRY 6 o Z U� 0o o p da a mAa) After Hours(ft): o yw N U a o Er s c a z MATERIAL DESCRIPTION Brown CLAY with limestone fragments 4 5+ 13 1.0 Tan LIMESTONE with clay seams and layers 1001 2" 1001 5 1.50" 1001 10 1.75" 12.0 Gray LIMESTONE 100/ 15 0.50, 1001 20 2a.a 0.50" TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 8 ALPHA #tNTESTING Fort Worth, Texas $ eet 1 of 1 Phone. 817-446-SG00 DD Far: 817-446-5608 PROJECT NO.: W213300 WHERE IT ALL BEGINS www.alphalesting.com Client:__ ONM Living,LLC Location: Fort Worth,Texas Project: Eagle Ranch 11 Surface Elevation: Start Date: 11/24/2021 End Date: 11/24/2021 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs!in): 170/24 GROUND WATER OBSERVATIONS a a.5 y E� m t w J NONE a o T O y a>> °� m QOn Rods(ft): Z[] o,� v� 'd E E o n a ZAfter Drilling(ft): DRY a oO 0 o E c roo Z a d `—' o �Afier Hours(ft): m U� rl o 2 e o cn r ri ?CO z MATERIAL DESCRIPTION Brawn CLAY with limestone fragments 4.5+ 13 37 17 20 83 3.0 Tan LIMESTONE with clay seams and layers 1001 5 1" 10 1 / 1001 15 2" 16.0 Tan SHALY CLAY 17.0 Gray SHALE 100/ 20 20.0 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd BORING NO.: 9 A L PH A #tkTEST I N G Fort Worth, Texas 76119 Sheet 1 of 1 Phone:817-496-5600 Far: 817-496-5608 PROJECT NO.: W213300 WHERE IT ALL BEGINS Wyk'walphatesting.com Client: ONM Living,LLC Location: Fort Worth Texas Project:_. Eagle Ranch 11 Surface Elevation: Start Date: 11/24/2021 End Date: 11/24/2021 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(lbs l in): 170/24 CD GROUND WATER OBSERVATIONS m .5 y E� y t o _ _ x m QOn Rods(ft): NONE > c, U my m m E c o t t oQ � c mhZAfter Drilling(ft): DRY a E 0 o a 0 2 a 7 c @ o� o N zAfi er Hours(fi): zm =3 o e o - w of X CD z CD MATERIAL DESCRIPTION Brown CLAY with limestone fragments 4.5+ 12 47 18 29 1.0 Tan LIMESTONE with clay seams and layers 100/ 2.50" 1001 5 1.75" 100/ 10 11. 14.0 Tan and Gray SHALE 100/ 15 5.75" 17.0 Gray SHALE 1001 20 20.0 2.25" TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 10 ALPHA #XTESTING Fort e.,Worth,817 Texas 00 Sheet 1 O Phone.,817-496-5600 f I Fax: 817-496-5608 PROJECT NO.: W213300 WHERE IT ALL BEGINS wwwalphatesting.com Client: ONM Living,LLC Location: Fort Worth,Texas Project: Eagle Ranch 11 Surface Elevation: Start Date: 11/23/2021 End Date: 11/23/2021 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs 1 in): 170/24 o, GROUND WATER OBSERVATIONS m a g N E,� 4) z o _ x m NONE T `m cis �'•� m E 9 e o On Rods(ft): �o o y �,, m E c a a *-After Drilling(ft): DRY a oC3 o o m mo a a o m o R After_ Hours(ft): E m� �j- a° as p`' c` m N to in x c Qin °o FL Z � cca MATERIAL DESCRIPTION a. Brown CLAY with limestone fragments 0.5 3.5 11 Tan LIMESTONE with clay seams and layers 100/ 3.50" 1001 5 1" 1001 10 0.75" 12.0 Gray LIMESTONE 100/ 15 0.25" 20 20.0 0�� TEST BORING TERMINATED AT 20 FT 5058 Brush CreelcRd BORING NO.: 11 A L P H A# TESTING Fort Worth, Texas Sheet 1 0 1 PhPhone:817-496-5600 00 Fax: 817-496-5608 PROJECT NO.: W213300 WHERE IT ALL BEGINS www.alphatesling.c'oin Client: ONM Living,LLC Location: Fort Worth,Texas Project: Eagle Ranch 11 Surface Elevation: Start Date: 11/18/2021 End Date: 11/18/2021 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs!In): 170124 o, GROUND WATER OBSERVATIONS �, o ti � �, Z _ x m NONE o m U� e'� 'a+ E c o QOn Rods(ft): _ N� Y UL-*After Drilling(ft): DRY a >0 =o o E ID rn 2 JAfter Hours(ft): E a° o d a o a. o`" U N MATERIAL DESCRIPTION ~a- a a Tan LIMESTONE with clay seams and layers 6 1�0/ 100/ 5 3.50" 1001 10 0.50" 1001 15 0.75" 18.0 Gray LIMESTONE 1001 20 20.0 0-25" TEST BORING TERMINATED AT 20 FT 5058Brush Creek Rd BORING NO.: 12 ALPHA t Rhone:817-496-56 00 TESTING Fort Worth, Texas Sheet 1 of 1- Far: 817496-5608 PROJECT NO.: W213300 WHERE IT ALL BEGINS www'.alphatesting.com Client: ONM Living,LLC Location: Fort Worth,Texas Project: Eagle Ranch 11 Surface Elevation: Start Date: 11/18/2021 End Date: 11/18/2021 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(lbs 1 in): 170124 rn GROUND WATER OBSERVATIONS m 8.5 y E m r x CL o C� QOn Rods(ft): NONE �, o y m U� mm .� E >= c o a a ZAfter Drilling(ft): DRY rj ° E °o � a 2 'TAfter Hours(ft): E 'te Cq p a " 3 CO o vl FX- ` "r� Z j R J ii a MATERIAL DESCRIPTION a Brown CLAY 3,0 21 47 18 2$ 1.0 Tan LIMESTONE with clay seams and layers 100/ 0.25" 1001 5 1.50" 100/ 10 0.75" 100/ 15 15.0 2.75" Gray SHALE L100/ 20 20.0 2.50" TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd BORING NO.: 13 ALPHA # TESTING Fort Worth, Texas96-5 heel 1 0 1 Phone:817-496-560000 Far: 817-496-5608 PROJECT NO.: W213300 WHERE IT ALL BEGINS wwm.alphatesting.conn Client: ONM Living,LLC Location: Fort Worth,Texas Project: Eagle Ranch 11 Surface Elevation: Start Date: 11/22/2021 End Date: 11/22/2021 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs I in): 170/24 GROUND WATER OBSERVATIONS 0-1 _0 w CL _ m CL m J QOn Rods(ft): NONE o N m U2 c 'd E 9 c CL o "2 ?moma� ` oZAfter Drilling(ft): DRY a d c Ti U CO COL oo" J m � z r—nm 0- MATERIAL DESCRIPTION Brown CLAY with limestone fragments 0.5 4.5+1 11 Tan WEATHERED LIMESTONE with clay seams and layers 100/ 6.25" 5 5. 12 7.0 Tan and Gray SHALY CLAY 4.5+ 11 40 16 24 10 38 4.5+ 6.3 115 18 15 17.0 Gray SHALE 140/ 20 20.0 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 14 A L PH A # TESTING Fort e:81h, Texas 76119 Sheet 1 0 1 Phone:817-496-5600 Fax.- 817-496-5608 PROJECT NO.: W213300 WHERE IT ALL BEGINS awvw•alphatesting.com Client: ONM Living,LLC Location: Fort Worth,Texas f Project: Eagle Ranch 11 Surface Elevation: Start Date: 11/22/2021 End Date: 11/22/2021 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(lbs 1 In): 170/24 GROUND WATER OBSERVATIONS �, o a N E� a+ t '_ _ x m NONE T a m d U rn2 Z C .9 v o QOn Rods(ft): m� 3 Y m vt N(A �� c � � c �_ a a ZAffer Drilling(ft): DRY a o{'J ° a E �, �$ �Q o o m o `n After_Hours(ft): E �� U� -m o d a-cJ �v m` Q m y c� N - z j a ii MATERIAL DESCRIPTION Brown CLAY with limestone fragments 15 1.0 Tan LIMESTONE with clay seams and layers 100/ 2" 5 100/ 10 10.0 5.75" Gray SHALY CLAY 15 4.5+ 18 5.7 15A Gray SHALE 100/ 3" 130/ 20 20.0 TEST BORING TERMINATED AT 20 FT 5058Brush Creek Rd. BORING NO.: 15 A L P H A TESTING Fort Worth, Texas 76119 heet 1 0 1 Phone:817-496-5600 Fax: 817-496-5608 PROJECT NO.: W213300 WHERE IT ALL BEGINS www•alphatesting.com Client:_ ONM Living,LLC Location:_ Fort Worth,Texas Project: Eagle Ranch 11 Surface Elevation: Start Date: 11/22/2021 End Date: 11/22/2021 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs 1 In): 170/24 GROUND WATER OBSERVATIONS a E � 8-0_ m m NONE a d U."a'. c2 c E a Z70n Rods{ft?: F o y �- m E c = U G7 e 0 'C].c N C:= C J J a Q ZAfter Drilling{ft): DRY a oW o� o o ,��-c aao �a U m '7After Hours{ft): E 0 O-- (L c E �" o c� d 0— m oo'n =� CL a MATERIAL DESCRIPTION Light Brown CLAY with limestone fragments 0.5 7 Tan LIMESTONE with clay seams and layers 100/ 1.25" 100/ 5 0.75" 100/ 10 14.0 Gray LIMESTONE 100/ 15 0.25" 100/ 20 20.0 0.50" TEST BORING TERMINATED AT 20 FT wh Creek ALPHA fNtTESTING 50588rnh, Texas76 BORING NO.• 16 Fort e:817 Texas 00 Sheet 1 of 1 Phone:817-446-5600 Fax; 817-496-5608 PROJECT NO.: W213300 WHERE IT ALL BEGINS www.alphatesling.cont Client: ONM Living,LLC Location: Fort Worth Texas Project: Eagle Ranch 11 Surface Elevation: Start Date: 11/29/2021 End Date: 11/29/2021 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(lbs 1 In): 170/24 rn GROUND WATER OBSERVATIONS .5 y E �, o x m O a o 0) o w rn> rn c _ 0 SZOn Rods(ft): NONE v c 55 E E c e a a ZAfter Drilling(ft): DRY o o(3I o o E a, (0 a o 2 p vAfter�Hours(ft): E �� 0 0- d d� o m `—' co X a c S rn ° z C , a cn MATERIAL DESCRIPTION a Brown CLAY with limestone fragments 1.0 21 46 22 24 Tan LIMESTONE with clay seams and layers 1001 7.75" 100/ 1001 10 1,50" 15 100/ 1. 17,0 Gray LIMESTONE kk 100/ 20 20.0 0,25" TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 17 ALPHA #XTESTING Fort e:81h, Texas 00 Sheet 1 of 1 Phone:817-496-5600 Far: 817-496-5608 PROJECT NO.: W213300 WHERE IT ALL BEGINS www.alphatesting.com Client: ONM Living,LLC Location:_ Fort Worth,Texas Project: Eagle Ranch 11 Surface Elevation: Start Date: 11/29/2021 End Date: 11/29/2021 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(lbs 1 In): 170124 _ GROUND WATER OBSERVATIONS a N L _ x m O a o U) O N 0)7 ? S7On Rods(ft): NONE m E J o r ZAfter Drilling(ft): DRY >C7 w o 0 E 0 rn Mo o a m p, G n d� '_0 02 c C o �a U ci rj f0 7After Hours(ft): E m U 0- c �`m o" Q � (7 �a t � 'Z D J n ii MATERIAL DESCRIPTION Brown CLAY Tan LIMESTONE with clay seams and layers 1.0 3,5 14 550" 1001 5 1" 1001 10 1.50" 12.0 Gray LIMESTONE 100/ 15 0,50" 100/ 20 20.0 0.50" TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 18 ALPHA /#\ TESTING Port Phonee::8 171 Texas-496-5600 Sheet 1 of 1 Far: 817-496-5608 PROJECT NO.: W213300 WHERE IT ALL BEGINS www.alphatesting.com Client: „ONM Living.LLC _ Location: Fort Worth,Texas Project: Eagle Ranch 11 Surface Elevation: Start Date: 11/29/2021 End Date: 11/29/2021 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(lbs!In): 170/24 GROUND WATER OBSERVATIONS v c y a _ _ a� d E x fl) O m rn .R L7On Rods(fl): NONE P Z-a o m v� c E E o a n ZAfter Drilling(ft): DRY a oc3 o oE a)rno o o s m 0 ro NFAfter Hours(ft): E d� U a a� �` a w [7 - w a ri o z° ? MATERIAL DESCRIPTION Brown CLAY 4.5+ 13 36 18 18 2.0 Tan LIMESTONE with clay seams and layers 1Q0/ 2.75" 100/ 5 1 1001 10 1" 100/ 15 2" 18.0 Gray SHALE 100/ 20 20.0 L 2" TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.• 19 ALPHA TESTING Fort Worth, Texas 76119 Phone:817-496-5600 heet 1 0 1 Far: 817-496-5608 PROJECT NO.: W213300 WHERE IT ALL BEGINS www.alphatesfing.com Client: ONM Living,LLC Location: Fort Worth,Texas Project: Eagle Ranch 11 Surface Elevation: Start Date: 11/24/2021 End Date: 11/24/2021 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(lbs I In): 170/24 CL GROUND WATER OBSERVATIONS �-� N E rn aL 8 E� 0 m mm� NONE T o to m Uv c'•g '� c _7On Rods(ft): Z o m m. c J � o L = _ g� ) DRY d >0 05 Q E w� vyio chi o v Z` = a ZAfter Drilling ft; o c_ o E c o, �,a a `m 2 a�r� U� tl m aN Ov U v N rn After Hours(ft): E _ _ _ MATERIAL DESCRIPTION Brown CLAY with limestone fragments 4.5+ 14 45 20 1 25 3.0 Tan LIMESTONE with clay seams and layers 50/ 5" 5 100/ 1. 100/ 10 1.25" 13.0 Tan and Gray SHALE 15 40! — i I 17.0 Gray SHALE 100/ 20 20.0 3 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. BORING NO.: 20 A L P H A #NTEST I N G Fors Worth, Texas 19 Sheet 1 0 1 !'hone:817-496-5600 00 Fav 817-496-5608 PROJECT NO.: W213300 WHERE IT ALL BEGINS www.alphaleslrng.canr Client: ONM Living,LLC Location: Fort Worth,Texas Project:_ Eagle Ranch 11 Surface Elevation: Start Date: 11/24/2021 End Date: 11/24/2021 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(lbs 1 in): 170/24 GROUND WATER OBSERVATIONS �, E� m t _ _ x m V On Rods(ft): NONE ZQ o y CDU� a m E E oCL ZAfter Drilling(ft): DRY a oa oa o a, aN o! L) y After Hours(ft): E 0 U�- a.- C 2 o _v m N U) fn X C C U!!) a C J a. �a a ? Z 0 MATERIAL DESCRIPTION Light Brown CLAY with limestone fragments 10 1.0 Tan LIMESTONE with clay seams and layers 100/ 1.50" 100/ 5 1" 100/ 10 1" 12.0 Gray LIMESTONE 100/ 15 0,50" 1a0/ 20 20.0 0.50" TEST BORING TERMINATED AT 20 FT ALPHA #XTESTING r KEY TO SOIL SYMBOLS WHERE IT ALL BEGINS AND CLASSIFICATIONS SOIL&ROCK SYMBOLS RELATIVE DENSITY OF COHESIONLESS SOILS (blowstt) ® (CH),High Plasticity CLAY VERY LOOSE 0 TO 4 LOOSE 5 TO 10 ® (CL),Low Plasticity CLAY MEDIUM 11 TO 30 DENSE 31 TO 50 (SC),CLAYEY SAND VERY DENSE OVER 50 (SP),Poorly Graded SAND (SW),Well Graded SAND SHEAR STRENGTH OF COHESIVE SOILS is (SM),SILTY SAND VERY SOFT LESS THAN 0.25 SOFT 0.25 TO 0.50 ® (ML),SILT FIRM 0.50 TO 1.00 STIFF 1.00 TO 2.00 ® (MH),Elastic SILT VERY STIFF 2.00 TO 4.00 HARD OVER 4.00 ® LIMESTONE ® SHALE 1 MARL RELATIVE DEGREE OF PLASTICITY(PI) LOW 4 TO 15 SANDSTONE MEDIUM 16 TO 25 F1071 HIGH c n (GP),Poorly Graded GRAVEL VERY HIGH 26 TO 35 OVER 35 •' (GW),Well Graded GRAVEL ® (GC),CLAYEY GRAVEL (GM),SILTY GRAVEL RELATIVE PROPORTIONS o TRACE 1 TO 10 (OL),ORGANIC SILT LITTLE 11 TO 20 SOME 21 TO 35 ® (OH),ORGANIC CLAY AND 36 TO 50 FILL SAMPLING SYMBOLS PARTICLE SIZE IDENTIFICATION DIAMETER ■ SHELBY TUBE(3"OD except where BOULDERS 8.0"OR LARGER noted otherwise) COBBLES 3.0"TO 8.0" ® SPLIT SPOON(2"OD except where COARSE GRAVEL 0.75"TO 3.0" noted otherwise) FINE GRAVEL 5.0 mm TO 3.0" TAUGER SAMPLE COURSE SAND 2.0 mm TO 5.0 mm MEDIUM SAND 0.4 mm TO 5.0 mm TEXAS CONE PENETRATION FINE SAND 0.07 mm TO 0.4 mm SILT 0,002 mm TO 0.07 mm ROCK CORE(2"ID except where CLAY LESS THAN 0.002 mm noted otherwise) AL P H A /N, JESTING Geotechnical 5058 Brush Creek Road Tel:817-496-5600 Construction Materials Fort Worth, Texas 76119 Fax:817-496-5608 Environmental www.alphatesting.corn WHERE IT ALL BEGINS TBPE Firma No.813 December 28, 2021 ONM Living, LLC 1038 Texan Trail Grapevine, Texas Attention: Mr. Kelly Dykes Re: Pavement Recommendations Eagle Ranch 11 Off Roberston Drive and Lake Country Drive Fort Worth, Texas ALPHA Report No. W213300-A Submitted herein arc the recommended pavement sections for the proposed subdivision (Eagle Ranch 11) generally located on the northeast corner of Robertson Road and Prentiss Drive in Fort Worth, Texas. This study was authorized by Mr. Kelly Dykes on October 27, 2021 and performed in accordance with ALPHA Proposal No. 87066 dated October 18, 2021. The purpose of this study is to develop pavement sections for the planned streets in the subject subdivision in accordance with the City of Fort Worth Pavement Design Manual (January 2015). We understand the proposed streets within the subdivision could be classified as "Residential- Urban", "Collector" or"Arterial", as described in the referenced manual. PURPOSE AND SCOPE The purpose of this geotechnical exploration is for ALPHA TESTING, LLC (ALPHA) to evaluate for ONM Living, LLC (Client) some of the physical and engineering properties of subsurface materials at selected locations on the subject site with respect to formulation of appropriate geotechnical design parameters for the proposed pavement. The field exploration was accomplished by securing subsurface samples from widely spaced test borings performed across the expanse of the site. Engineering analyses were performed from results of the field exploration and results of laboratory tests performed on representative samples. Also included are general comments pertaining to reasonably anticipated construction problems and recommendations concerning earthwork and quality control testing during construction. This information can be used to evaluate subsurface conditions and to aid in ascertaining construction meets project specifications. Recommendations provided in this report were developed from information obtained in test borings depicting subsurface conditions only at the specific boring locations and at the particular time designated on the logs. Subsurface conditions at other locations may differ from those observed at the boring locations, and subsurface conditions at boring locations may vary at different times of the year. The scope of work may not fully define the variability of subsurface materials and conditions that are present on the site. Dallas-Fort Worth -Houston -San Antonio ALHA Report No. W213300-A #X 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. SUMMARY OF RECOMMENDATIONS Table A contains a summary of pavement section requirements for proposed streets at the subject project. TABLE A Summary of Pavement Section Requirements Street Classification Residential-Urban Collector Arterial PCC Pavement Thickness(m)placed 6 7,�2 10 on lime stabilized subgrade soil 28-day Concrete Compressive Strength(psi) 3,600 3,600 3,600 Subgrade Treatment 6 inches Lime 8 inches Lime 8 inches Lime Application Rate(lbs per sq yd) 30 36 36 Reinforcing Bat-No. 3 3 4 Reinforcing Bar Spacing (in) 18 18 18 Recommendations and analyses used to develop the summary in Table A are provided further in this report. FIELD EXPLORATION Subsurface conditions on the site were explored by drilling a total of 18 test borings (20 borings proposed) to a depth of about 20 ft each. Borings 2 and 3 were not performed due to inaccessibility in the drainage area described in Section 2.0 of the referenced report. The test borings were performed in general accordance with ASTM D 420 using standard rotary drilling equipment. The approximate location of each boring is shown on the attached Boring Location Plan, Figure 1. Subsurface types encountered during the field exploration are presented on the attached Log of Boring sheets (boring logs). These 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. 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 pavement sections design and earthwork construction. The following laboratory tests were performed to facilitate pavement section recommendations: 2 ALHA Report No. W213300-A • Atterberg-Limits (ASTM D 4318) • Unconfined Compressive Strength (ASTM D 2166) • Sulfate Content (TX-145-E Part II) • Lime Series (Plasticity Index vs. Lime Content) 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 Fort Worth Limestone and Duck Creek formation and close to the Kiamichi Formation. These formations generally consist of limestone with marl (limey shale) layers. Residual overburden soils associated with this formation generally consist of clays with low to high shrink/swell potential. Subsurface conditions encountered in most of the borings generally consisted of clay to depths of about '/2 ft to 9 ft below the existing ground surface underlain by limestone and/or shale extending to the 20 ft termination depth of the borings. Subsurface conditions encountered in Borings 8, 13 and 14 generally consisted of alternating layers of clay, shaly clay, limestone and shale extending to the 20 ft termination depth of the borings. Limestone was encountered at the surface in Boring 11 and extended to the 20 ft termination depth of the boring. More detailed stratigraphic information is presented on the attached Log of Boring sheets. Most of the subsurface materials encountered in the borings are relatively impermeable and are anticipated to have a relatively slow response to water movement. Therefore, several days of observation would be required to evaluate actual groundwater levels within the depths explored. Also, the groundwater level at the site is anticipated to fluctuate seasonally depending on the amount of rainfall, prevailing weather conditions and subsurface drainage characteristics. No free groundwater was encountered in the borings. However, it is common to encounter seasonal groundwater from natural fractures within the clayey matrix, at the soil/rock (limestone and/or shale) interface, or from fractures in the rock (limestone and/or shale), particularly during or after periods of precipitation. If more detailed groundwater information is required, monitoring wells or piezometers can be installed. Further information concerning subsurface materials and conditions encountered can be obtained from the attached boring logs. ENGINEERING ANALYSIS AND RECOMENDATIONS Calculations used to determine the required pavement thickness are based only on the physical and engineering properties of the materials and conventional thickness determination procedures. Related civil design factors such as subgrade drainage, shoulder support, cross-sectional configurations, surface elevations,joint design and environmental factors will significantly affect the service life and must be included in preparation of the construction drawings and specifications but were not included in the scope of this study. Normal periodic maintenance will be required for all pavement to achieve the design life of the pavement system. 3 ALHA Report No. W213300-A Pavement Subgrade Preparation Based on review of the borings, it is expected the pavement subgrade could consist of clay or similar onsite materials used for grading the site. Limestone could be exposed at the surface in some areas. Since the subgrade conditions and required treatments could vary along the proposed road alignment, ALPHA should be retained to observe construction to verify conditions are as expected. Also, we should be provided with the final grading plan for review prior to construction to verify or modify in writing the recommendations contained in this report. The exposed clayey surface soils should be scarified to a depth of 6 inches and 8 inches for Residential Urban and Collector/Arterial streets, respectively and mixed with a minimum 30 lbs per sq yard of hydrated lime (by dry soil weight) for Residential Urban streets and 36 lbs per sq yard for Collector and Arterial streets in conformance with TxDOT Standard Specifications Item 260. The recommended application rate for Residential-Urban streets is the minimum required by the City of Fort Worth. The recommended application rate for Collector/Arterial streets equates to about 6 percent based on a dry soil unit weight of 100 pcf. The results of lime series tests performed on representative clay samples are attached(Figure 2). We recommend lime stabilization procedures extend at least 1 ft beyond the edge of the pavement to reduce effects of seasonal shrinking and swelling upon the extreme edges of pavement. The soil-lime mixture should be compacted to at least 95 percent of standard Proctor maximum dry density (ASTM D 698) and within the range of 0 to 4 percentage points above the mixture's optimum moisture content. In all areas where hydrated lime is used to stabilize subgrade soil, routine Atterberg-limit tests should be performed to verify the resulting plasticity index of the soil-lime mixture is at/or below 15. Mechanical lime stabilization of the pavement subgrade soil will not prevent normal seasonal movement of the underlying untreated materials. Pavement and other flatwork constructed at final grades could experience soil-related potential seasonal movements of about 3 inches as discussed in the referenced foundation report (ALPHA Report No. W213300). Lime stabilization of the pavement subgrade is not required where the pavement subgrade consists of limestone. In pavement areas where limestone is exposed after final subgrade elevation is achieved, on-site lime stabilized clay cuttings, on-site processed limestone cuttings, or flexible base material could be used as a leveling course (as needed) to provide a smooth surface for placement of the pavement. A California Bearing Ratio (CBR) test was not performed for this specific project. Based on our experience with similar projects, we anticipate the CBR for native subgrade material is estimated to be between 2.0 and 3.0. Following improvement with lime, the CBR value for the lime stabilized clayey soils is expected to be at least 10. Portland Cement Concrete Pavement Section Using the 1993 AASHTO pavement design procedures (WinPAS computer program distributed by American Concrete Pavement Association), the following design parameters were used in analyses of the PCC pavement section. 4 ALHA Report No. W213300-A • Compressive strength of concrete 3,600 psi at 28 days • Modulus of Elasticity 4,000,000 psi • Modulus of Rupture 620 psi • Modulus of Subgrade Reaction* 280 pci • Load Transfer Co-efficient 3.0 • Drainage Coefficient 1.0 • Initial PSI 4.5 • Terminal PSI for 2.0 (Residential Urban) 2.25 (Collector) 2.5 (Arterial) • Standard Deviation 0.39 • Reliability 85 percent *Subgrade prepared with lime stabilization, or graded limestone as discussed in the previous section. Using the Street Classification of"Residential-Urban" as described in the referenced Fort Worth Pavement Design Manual, it is estimated annual traffic volume will be about 35,000 Equivalent Single Axle Loads (ESALs) in one direction over a 25-year design life with 0.5 percent annual traffic growth. Based on this, we estimate the cumulative ESALs over the design life of the Residential Urban street pavement to be about 930,000. Using the Street Classification of "Collector" as described in the referenced Fort Worth Pavement Design Manual, the annual traffic volume will be about 100,000 Equivalent Single Axle Loads (ESALs) in one direction over a 25-year design life with 1.5 percent annual traffic growth. Based on this, we estimate the cumulative ESALs over the design life of the pavement to be about 3,000,000. Using the Street Classification of"Arterial" as described in the referenced Fort Worth Pavement Design Manual, the annual traffic volume will be about 300,000 Equivalent Single Axle Loads (ESALs) in one direction over a 30-year design life with 2.5 percent annual traffic growth. Based on this, we estimate the cumulative ESALs over the design life of the pavement to be about 13,000,000. If the actual expected traffic volume is different than used for our analysis herein, our office should be provided with the actual expected traffic volume so that we can re-evaluate our recommendations. Based on the subgrade preparations recommended herein, the projected traffic volume and stated design parameters, a minimum 6-inch section of Portland cement concrete is required for Residential Urban classified streets, a minimum 7'/z-inch section of Portland cement concrete is required for Collector classified streets and a minimum 10-inch section of Portland cement concrete is required for Arterial classified streets at this project. 5 ALHA Report No. W213300-A #X PCC should have a minimum 3,600 psi compressive strength at 28 days. The concrete section should be placed over a properly prepared subgrade as discussed herein. Concrete should be designed with 5 ± 1 percent entrained air. Reinforcing steel for concrete pavement should be in accordance with Table 4.1 of the referenced Pavement Design Manual. Joints and saw-cutting in concrete should be in accordance with Section Four of the referenced Pavement Design Manual. Drainage and Maintenance Routine maintenance, including sealing of cracks and joints should be performed over the life of the pavement. Adequate drainage should be provided to reduce seasonal variations in the moisture content of subgrade soils. Maintaining positive surface drainage throughout the life of the pavement is essential. Soluble Sulfates A total of two (2) samples obtained from the borings were tested for soluble sulfate concentrations. Results of the laboratory testing (TxDOT Test Method TEX-145-E Part II) are summarized in Table B. TABLE B Soluble Sulfates Sample Boring Depth, Soluble Sulfate, No. No. ft Material Type mg/Kg( m) 1 7 0-1 Brown CLAY with limestone fragments 19 2 16 0-1 Brown CLAY with limestone fragmetns 21 Based on the results of laboratory testing, the soluble sulfate content measured in the samples tested is considered relatively low (<3,000 ppm). It should be noted that concentrations of soluble sulfates in soil are typically very localized and concentrations in other areas of the site could vary significantly. Therefore, it is recommended sulfate sampling/testing be performed along the pavement subgrade during construction. During construction, experienced geotechnical personnel should make close observations for possible sulfate reactions. GENERAL CONSTRUCTION PROCEDURES AND RECOMMENDATIONS 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. 6 ALHA Report No. W213300-A Site Preparation and Gradinu Limestone was encountered at the surface in Borings 37 and 48 and within 4 ft of the ground surface in several of the borings. We expect limestone will encountered during grading and general excavation at this site. From our experience, this limestone can be hard and difficult to excavate. Rock excavation methods (including, but not limited to rock teeth, rippers, jack hammers, or sawcutting) may be required to remove the limestone. Crushing equipment may be required to process 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. All areas supporting pavement 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 25 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 the Fill Compaction section. 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 the Fill Compaction section. If fill is to be placed on existing slopes (natural or constructed) steeper than six horizontals 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 the Fill Compaction section, fills in excess of about 10 ft are still subject to settlements over time of up to about 1 to 2 percent of the total fill thickness. This should be considered when planning or placing deep fills. Slope stability analysis of embankments (natural or constructed) and global stability analysis for retaining walls was not within the scope of this study. The contractor is responsible for designing any excavation slopes, temporary sheeting or shoring. Design of these structures should include any imposed surface surcharges. Construction site safety is the sole responsibility of the contractor, who shall also be solely responsible for the means, methods and sequencing of construction operations. The contractor should also be aware that slope height, slope inclination or excavation depths (including utility trench excavations) should in no case exceed those specified in local, state and/or federal safety regulations, such as OSHA Health and Safety Standard for Excavations, 29 CFR Part 1926, or successor regulations. Stockpiles should be 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 7 ALHA Report No. W213300-A #X 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 most of the borings, traffic of heavy equipment (including heavy compaction equipment) may create pumping and general deterioration of shallow soils. Therefore, some construction difficulties should be anticipated during periods when these soils are saturated. Fill Compaction The following compaction recommendations pertain to general filling and site grading. The pavement subgrade should be prepared as discussed in the Pavement Subgrade Preparation section. Clay soils 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 soils 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. Clay soils 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 minimurn 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 pavement, 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. Clayey soils used as fill should be processed and the largest particle or clod should be less than 6 inches prior to compaction. Where mass fills are deeper than 10 ft, the fill/backfill below 10 ft should be compacted to at least 100 percent of standard Proctor maximum dry density (ASTM D-698) and within 2 percentage points of the material's optimum moisture content. The portion of the fill/backfill shallower than 10 ft should be compacted as outlined herein. 8 ALHA Report No. W213300-A #X 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. In general site grading areas where final fill slopes will be four horizontals to one vertical (4:1) or steeper and greater than 5 ft in height, field density and moisture content tests should be performed on each lift. Utilities Where utility lines are deeper than 10 ft, the fill/backfill below 10 ft should be compacted to at least 100 percent of standard Proctor maximum dry density (ASTM D 698) and within —2 to +2 percentage points of the material's optimum moisture content. The portion of the fill/backfill shallower than 10 ft should be compacted as previously outlined. Density tests should be performed on each lift (maximum 12-inch thick) and should be performed as the trench is being backfillcd. Even iffill 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. Groundwater Groundwater- was not encountered in the borings. However, from our experience, shallow groundwater could be encountered in excavations for pavement, 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. 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. 9 ALHA Report No. W213300-A 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 same. ALPHA TESTING, LLC 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 on the cover page of this report. No parry 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 TESTING, LLC is not responsible for damages resulting from workmanship of designers or contractors and 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. 10 ALHA Report No. W213300-A CLOSURE We appreciate the opportunity to be of service. Please contact us with any questions or comments. Sincerely, F ALPHA TESTING, LLC 0* '•'• •'* *1� ::....5 1AN J. HOYT....,. ....................... ........ . 115748 . Oc December 28,2021 I Karina Cohuo Brian J. Hoyt, P.E. Geotechnical Project Manager Regional Manager BJH/kc Copies: (1-PDF) Client Attachments: Boring Location Plan—Figure 1 Mechanical Lime Series—Figure 2 WinPAS Analysis Results Log of Borings Key to Soil Symbols and Classifications II LAKE COUNTRY DRIVE `- - II Y vkY1 y � N Fri � III Fr—i� Fri _ =f O � II !� ■I: � `y I II ll II r f + Y 5 4 I .Y yy' rc 7 LI I ' N d p y chi, �� � �� i �' � ,�!`• � � � C••) 14i �;'7`—'� F�: ���FMrei 1 y Z 5AL1 600,0 I it tf" � ;5��_•� � ���Z II t ;� ALPHA / TESTING WHERE IT ALL BEGINS Geotechnical . Construction Materials . Environmental . TBPE Firm No.813 REPORT OF MECHANICAL LIME SERIES RESULTS Project No: W213300 Date: 12/08/21 % Lime 0% 2% 4% 6% 8% PI 19 12 10 9 6 70 65 60 55 50 45 40 FL 35 30 25 20 15 10 5 0 0% 1% 2% 3% 4% 5% 6% 7% 8% 9% 10% 11% 12% 13% 14% 15% Percent Dry Weight of Lime FIGURE 2 WinPAS Pavement Thickness Design According to 1993 AASHTO Guide for Design of Pavements Structures American Concrete Pavement Association Rigid Design Inputs Agency: City of Fort Worth Company: Alpha Testing Inc. Contractor: Project Description: Residential Pavement Analysis Location: Fort Worth, TX Rigid Pavement Design/Evaluation PCC Thickness 5.91 inches Load Transfer,J 3.00 Design ESALs 930,000 Mod.Subgrade Reaction, k 280 psi/in Reliability 85.00 percent Drainage Coefficient, Cd 1.00 Overall Deviation 0.39 Initial Serviceability 4.50 Modulus of Rupture 620 psi Terminal Serviceability 2.00 Modulus of Elasticity 4,000,000 psi Modulus of Subgrade Reaction (k-value) Determination Resilient Modulus of the Subgrade 0.0 psi Resilient Modulus of the Subbase 0.0 psi Subbase Thickness 0.00 inches Depth to Rigid Foundation 0.00 feet Loss of Support Value(0,1,2,3) 0.0 Modulus of Subgrade Reaction 280.00 psi/in Thursday, April 23, 2015 1:12:04PM Engineer: WinPAS Pavement Thickness Design According to 1993 AASHTO Guide for Design of Pavements Structures American Concrete Pavement Association Rigid Design Inputs Agency: City of Fort Worth Company: Alpha Testing Inc. Contractor: Project Description: Collector Pavement Analysis Location: Fort Worth, TX Rigid Pavement Design/Evaluation PCC Thickness 7.52 inches Load Transfer,J 3.00 Design ESALs 3,000,000 Mod.Subgrade Reaction, k 280 psi/in Reliability 85.00 percent Drainage Coefficient, Cd 1.00 Overall Deviation 0.39 Initial Serviceability 4.50 Modulus of Rupture 620 psi Terminal Serviceability 2.25 Modulus of Elasticity 4,000,000 psi Modulus of Subgrade Reaction (k-value) Determination Resilient Modulus of the Subgrade 0.0 psi Resilient Modulus of the Subbase 0.0 psi Subbase Thickness 0.00 inches Depth to Rigid Foundation 0.00 feet Loss of Support Value(0,1,2,3) 0.0 Modulus of Subgrade Reaction 280.00 psi/in Thursday, April 23, 2015 1:11:04PM Engineer: WinPAS Pavement Thickness Design According to 1993 AASHTO Guide for Design of Pavements Structures American Concrete Pavement Association Rigid Design Inputs Agency: City of Fort Worth Company: Alpha Testing Inc. Contractor: Project Description: Arterial Pavement Analysis Location: Fort Worth, TX Rigid Pavement Design/Evaluation PCC Thickness 9.87 inches Load Transfer,J 3.00 Design ESALs 13,000,000 Mod.Subgrade Reaction, k 280 psi/in Reliability 85.00 percent Drainage Coefficient, Cd 1.00 Overall Deviation 0.39 Initial Serviceability 4.50 Modulus of Rupture 620 psi Terminal Serviceability 2.50 Modulus of Elasticity 4,000,000 psi Modulus of Subgrade Reaction (k-value) Determination Resilient Modulus of the Subgrade 0.0 psi Resilient Modulus of the Subbase 0.0 psi Subbase Thickness 0.00 inches Depth to Rigid Foundation 0.00 feet Loss of Support Value(0,1,2,3) 0.0 Modulus of Subgrade Reaction 280.00 psi/in Thursday, April 23, 2015 1:09:59PM Engineer: So58Br'ushCr'eekRd. BORING NO.: 1 A L P H A #XTEST I N G Fart e:817 96-560 "9 Phone:817-�?96-5600 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W213300 WHERE IT ALL BEGINS www.alphatesting.corrr Client: ONM Living, LLC Location: Fort Worth,Texas Project: Eagle Ranch 11 Surface Elevation: Start Date: 11/18/2021 End Date: 11/18/2021 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs I in): 170/24 a GROUND WATER OBSERVATIONS -�n E� m L a _ X m ( ) NONE T > `m o �On Rods ft : o Y m TAfter Drilling(ft): DRY >CJ C.o o E a, �o n o —' m n Q a o0 o.0 a s _ c c- p` U c in 2 3 o 7After Hours(ft): 0 U" - o 2 a O a c0 cn J Z) MATERIAL DESCRIPTION Light Brown CLAY with limestone fragments 4.5 2.8 122 9 32 15 17 2.0 Tan LIMESTONE with clay seams and layers 100/ 3.50" 100/ 5 2, 100/ 10 2.50" 12.0 Gray LIMESTONE 100/ 15 0.50" 100/ 20 20.0 0.25" TEST BORING TERMINATED AT 20 FT So58Br'ushCr'eekRd. BORING NO.: 4 A L P H A #XTEST I N G Fart e:817 96-560 "9 Phone:817-�?96-5600 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W213300 WHERE IT ALL BEGINS www.alphatesting.corrr Client: ONM Living, LLC Location: Fort Worth,Texas Project: Eagle Ranch 11 Surface Elevation: Start Date: 11/22/2021 End Date: 11/22/2021 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs I in): 170/24 a GROUND WATER OBSERVATIONS -�n E� m L a _ X m ( ) NONE T > `m o �On Rods ft : o Y m TAfter Drilling(ft): DRY >CJ C.o o E a, �o n o —' m n Q a o0 o.0 a s _ c c- p` U c in 2 3 o 7After Hours(ft): 0 U" - o 2 a O a c0 cn J MATERIAL DESCRIPTION Light Brown CLAY with calcareous deposits and 4.5+ 3.0 116 11 40 21 19 limestone fragments 1 0 Tan LIMESTONE with clay seams and layers 100/ 1.50" 100/ 5 1 100/ 10 4.50" 100/ 15 3" 16.0 Gray SHALE 100/ 20 20.0 1 1.25" TEST BORING TERMINATED AT 20 FT So58Br'ushCr'eekRd. BORING NO.: 5 A L P H A /� T E S T I N G Fart e:817 96-560 "9 Phone:817-�?96-5600 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W213300 WHERE IT ALL BEGINS www.alphatesting.corrr Client: ONM Living, LLC Location: Fort Worth,Texas Project: Eagle Ranch 11 Surface Elevation: Start Date: 11/22/2021 End Date: 11/22/2021 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs I in): 170/24 a GROUND WATER OBSERVATIONS -�n E� m L a _ X m ( ) NONE T > `m �On Rods ft : o 3 Y am -05 'n c ZAfter Drilling(ft): DRY >a (D.2 o f a, �o n o —' m n Q a o� oa a s _ c c- p` U c in 2 3 o 7After Hours(ft): 0 U" " o 2 a `m a c0 cn O J FL MATERIAL DESCRIPTION Brown CLAY with limestone fragments 4.5+ 9 31 15 16 1.0 Tan LIMESTONE with clay seams and layers 100/ 4.25" 100/ 5 1.50" 100/ 10 1.25" 14.0 Gray LIMESTONE 100/ 15 0.50" 100/ 20 20.0 0.50" TEST BORING TERMINATED AT 20 FT 5058Br'ushCr'eekRd. BORING NO.: 6 A L P H A #XTEST I N G Fart e:817 96-560 "9 Phone:817-�?96-5600 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W213300 WHERE IT ALL BEGINS www.alphatesting.corrr Client: ONM Living, LLC Location: Fort Worth,Texas Project: Eagle Ranch 11 Surface Elevation: Start Date: 11/29/2021 End Date: 11/29/2021 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs I in): 170/24 a GROUND WATER OBSERVATIONS -�n E� m L a _ X m ( ) NONE T > `m o �On Rods ft : o Y m TAfter Drilling(ft): DRY >CJ C.o o E a, �o n o —' m n Q a o0 o.0 a s _ c c- p` U c in 2 3 o 7After Hours(ft): 0 U" - o 2 a O a c0 cn J Z) MATERIAL DESCRIPTION Tan CLAY with limestone seams 10 28 15 13 78 50/ 13 5 3, 9.0 Tan LIMESTONE with clay seams and layers 100/ 10 1 100/ 15 0.75" 18.0 Gray LIMESTONE 100/ 20 20.0 0.25" TEST BORING TERMINATED AT 20 FT So58Br'ushCr'eekRd. BORING NO.: 7 A L P H A /� T E S T I N G Fart e:817 96-560 "9 Phone:817-�?96-5600 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W213300 WHERE IT ALL BEGINS www.alphatesting.corrr Client: ONM Living, LLC Location: Fort Worth,Texas Project: Eagle Ranch 11 Surface Elevation: Start Date: 11/24/2021 End Date: 11/24/2021 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs I in): 170/24 a GROUND WATER OBSERVATIONS -�n E� m L a _ X m ( ) NONE T > `m �On Rods ft : o 3 Y am -05 'n c ZAfter Drilling(ft): DRY >a (D.2 o f a, �o n o —' m n Q a o� oa a s _ c c- p` U c in 2 3 o 7After Hours(ft): 0 U" " o 2 a `m a c0 cn O J FL MATERIAL DESCRIPTION Brown CLAY with limestone fragments 4.5+ 13 1.0 Tan LIMESTONE with clay seams and layers 100/ 2' 100/ 5 100/ 10 1.75" 12.0 Gray LIMESTONE 100/ 15 0.50" 100/ 20 20.0 0.50" TEST BORING TERMINATED AT 20 FT 5058Br'ushCr'eekRd. BORING NO.: 8 A L P H A #XTEST I N G Fart e:817 96-560 "9 Phone:817-�?96-5600 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W213300 WHERE IT ALL BEGINS www.alphatesting.corrr Client: ONM Living, LLC Location: Fort Worth,Texas Project: Eagle Ranch 11 Surface Elevation: Start Date: 11/24/2021 End Date: 11/24/2021 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs I in): 170/24 a GROUND WATER OBSERVATIONS -�n E� m L a _ X m ( ) NONE T > `m o �On Rods ft : o Y m TAfter Drilling(ft): DRY >CJ C.o o E a, �o n o —' m n Q a o0 o.0 a s _ c c- p` U c in 2 3 o 7After Hours(ft): 0 U" - o 2 a O a c0 cn J MATERIAL DESCRIPTION Brown CLAY with limestone fragments 4.5+ 13 37 17 20 83 3.0 Tan LIMESTONE with clay seams and layers 100/ 5 1 100/ 10 1.25" 100/ 15 2" 16.0 Tan SHALY CLAY 17.0 Gray SHALE 100/ 20 20.0 Y TEST BORING TERMINATED AT 20 FT So58Br'ushCr'eekRd. BORING NO.: 9 A L P H A /� T E S T I N G Fart e:817 96-560 "9 Phone:817-�?96-5600 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W213300 WHERE IT ALL BEGINS www.alphatesting.corrr Client: ONM Living, LLC Location: Fort Worth,Texas Project: Eagle Ranch 11 Surface Elevation: Start Date: 11/24/2021 End Date: 11/24/2021 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs I in): 170/24 a GROUND WATER OBSERVATIONS -�n E� m L a _ X m ( ) NONE T > `m �On Rods ft : o 3 Y am -05 'n c ZAfter Drilling(ft): DRY >a (D.2 o f a, �o n o —' m n Q a o� oa a s _ c c- p` U c in 2 3 o 7After Hours(ft): 0 U" " o 2 a `m a c0 cn O J FL MATERIAL DESCRIPTION Brown CLAY with limestone fragments 4.5+ 12 47 18 29 1.0 Tan LIMESTONE with clay seams and layers 100/ 2.50" 100/ 5 1.75" 100/ 10 1 14.0 Tan and Gray SHALE 100/ 15 5.75" 17.0 Gray SHALE 100/ 20 20.0 2.25" TEST BORING TERMINATED AT 20 FT So58Br'ushCr'eekRd. BORING NO.: 10 A L P H A /� T E S T I N G Fart e:817 96-560 "9 Phone:817-�?96-5600 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W213300 WHERE IT ALL BEGINS www.alphatestingcorrr Client: ONM Living, LLC Location: Fort Worth,Texas Project: Eagle Ranch 11 Surface Elevation: Start Date: 11/23/2021 End Date: 11/23/2021 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs I in): 170/24 a GROUND WATER OBSERVATIONS -�n E� m L a _ X m ( ) NONE T > `m �On Rods ft : o 3 Y am -05 'n c ZAfter Drilling(ft): DRY >a (D.2 o f a, �o n o —' m n Q a o� oa a s _ c c- p` U c in 2 3 o 7After Hours(ft): 0 U" " o 2 a `m a co cn O J FL MATERIAL DESCRIPTION Brown CLAY with limestone fragments 0.5 3.5 11 Tan LIMESTONE with clay seams and layers 100/ 3.50" 100/ 5 1 100/ 10 0.75" 12.0 Gray LIMESTONE 100/ 15 0.25" 100/ 20 20.0 0.50" TEST BORING TERMINATED AT 20 FT So58Br'ushCr'eekRd. BORING NO.: 11 A L P H A /� T E S T I N G Fart e:817 96-560 "9 Phone:817-�?96-5600 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W213300 WHERE IT ALL BEGINS www.alphatesting.corrr Client: ONM Living, LLC Location: Fort Worth,Texas Project: Eagle Ranch 11 Surface Elevation: Start Date: 11/18/2021 End Date: 11/18/2021 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs I in): 170/24 a GROUND WATER OBSERVATIONS -�n E� m L a _ X m ( ) NONE T > `m �On Rods ft : o 3 Y am -05 'n c ZAfter Drilling(ft): DRY >a (D.2 o f a, �o n o —' m n Q a o� oa a s _ c c- p` U c in 2 3 o 7After Hours(ft): 0 U" " o 2 a `m a c0 cn O JFL Z) MATERIAL DESCRIPTION Tan LIMESTONE with clay seams and layers 6 100/ 4" 100/ 5 3.50" 100/ 10 0.50" 100/ 15 0.75" 18.0 Gray LIMESTONE 100/ 20 20.0 0.25" TEST BORING TERMINATED AT 20 FT So58Br'ushCr'eekRd. BORING NO.: 12 A L P H A /� T E S T I N G Fart e:817 96-560 "9 Phone:817-�?96-5600 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W213300 WHERE IT ALL BEGINS www.alphatesting.corrr Client: ONM Living, LLC Location: Fort Worth,Texas Project: Eagle Ranch 11 Surface Elevation: Start Date: 11/18/2021 End Date: 11/18/2021 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs I in): 170/24 a GROUND WATER OBSERVATIONS -�n E� m L a _ X m ( ) NONE T > `m �On Rods ft : o 3 Y am -05 'n c ZAfter Drilling(ft): DRY >a (D.2 o f a, �o n o —' m n Q a o� oa a s _ c c- p` U c in 2 3 o 7After Hours(ft): 0 U" " o 2 a `m a c0 cn O J FL MATERIAL DESCRIPTION Brown CLAY 3.0 21 47 19 28 1.0 Tan LIMESTONE with clay seams and layers 100/ 0.25" 100/ 5 1.50" 100/ 10 0.75" 100/ 15 15.0 2.75" Gray SHALE 100/ 20 20.0 1 2.50" TEST BORING TERMINATED AT 20 FT So58Br'ushCr'eekRd. BORING NO.: 13 A L P H A #XTEST I N G Fart e:817 96-560 "9 Phone:817-�?96-5600 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W213300 WHERE IT ALL BEGINS www.alphatesting.corrr Client: ONM Living, LLC Location: Fort Worth,Texas Project: Eagle Ranch 11 Surface Elevation: Start Date: 11/22/2021 End Date: 11/22/2021 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs I in): 170/24 a GROUND WATER OBSERVATIONS -�n E� m L a _ X m ( ) NONE T > `m o �On Rods ft : o Y m TAfter Drilling(ft): DRY >CJ C.o o E a, �o n o —' m n Q a o0 o.0 a s _ c c- p` U c in 2 3 o 7After Hours(ft): 0 U" - o 2 a O a c0 cn J MATERIAL DESCRIPTION Brown CLAY with limestone fragments 0.5 4.5+ 11 Tan WEATHERED LIMESTONE with clay seams and layers 100/ 6.25" 50/ 12 5 5" 7.0 Tan and Gray SHALY CLAY 4.5+ 11 40 16 24 10 38 4.5+ 6.3 115 18 15 17.0 Gray SHALE 100/ 20 20.0 4" TEST BORING TERMINATED AT 20 FT So58Br'ushCr'eekRd. BORING NO.: 14 A L P H A /� T E S T I N G Fart e:817 96-560 "9 Phone:817-�?96-5600 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W213300 WHERE IT ALL BEGINS www.alphatesting.corrr Client: ONM Living, LLC Location: Fort Worth,Texas Project: Eagle Ranch 11 Surface Elevation: Start Date: 11/22/2021 End Date: 11/22/2021 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs I in): 170/24 a GROUND WATER OBSERVATIONS -�n E� m L a _ X m ( ) NONE T > `m �On Rods ft : o 3 Y am -05 'n c ZAfter Drilling(ft): DRY >a (D.2 o f a, �o n o —' m n Q a o� oa a s _ c c- p` U c in 2 3 o 7After Hours(ft): 0 U" " o 2 a `m a c0 cn O J FL Z) MATERIAL DESCRIPTION Brown CLAY with limestone fragments 15 1.0 Tan LIMESTONE with clay seams and layers 100/ 2' 5 100/ 10 10.0 5.75" Gray SHALY CLAY 4.5+ 18 5.7 15 15.0 Gray SHALE 100/ 3" 100/ 20 20.0 Y TEST BORING TERMINATED AT 20 FT So58Br'ushCr'eekRd. BORING NO.: 15 A L P H A #XTEST I N G Fart e:817 96-560 "9 Phone:817-�?96-5600 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W213300 WHERE IT ALL BEGINS www.alphatesting.corrr Client: ONM Living, LLC Location: Fort Worth,Texas Project: Eagle Ranch 11 Surface Elevation: Start Date: 11/22/2021 End Date: 11/22/2021 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs I in): 170/24 a GROUND WATER OBSERVATIONS -�n E� m L a _ X m ( ) NONE T > `m o �On Rods ft : o Y m TAfter Drilling(ft): DRY >CJ C.o o E a, �o n o —' m n Q a o0 o.0 a s _ c c- p` U c in 2 3 o 7After Hours(ft): 0 U" - o 2 a O a c0 cn J Z) MATERIAL DESCRIPTION Light Brown CLAY with limestone fragments 0.5 7 Tan LIMESTONE with clay seams and layers 100/ 1.25" 100/ 5 0.75" 100/ 10 1 14.0 Gray LIMESTONE 100/ 15 0.25" 100/ 20 20.0 0.50" TEST BORING TERMINATED AT 20 FT So58Br'ushCr'eekRd. BORING NO.: 16 A L P H A #XTEST I N G Fart e:817 96-560 "9 Phone:817-�?96-5600 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W213300 WHERE IT ALL BEGINS www.alphatesting.corrr Client: ONM Living, LLC Location: Fort Worth,Texas Project: Eagle Ranch 11 Surface Elevation: Start Date: 11/29/2021 End Date: 11/29/2021 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs I in): 170/24 a GROUND WATER OBSERVATIONS -�n E� m L a _ X m ( ) NONE T > `m o �On Rods ft : o Y m TAfter Drilling(ft): DRY >CJ C.o o E a, �o n o —' m n Q a o0 o.0 a s _ c c- p` U c in 2 3 o 7After Hours(ft): 0 U" - o 2 a O a c0 cn J Z) MATERIAL DESCRIPTION Brown CLAY with limestone fragments 21 46 22 24 1.0 Tan LIMESTONE with clay seams and layers 100/ 7.75" 100/ 5 4" 100/ 10 1.50" 100/ 15 1 17.0 Gray LIMESTONE 100/ 20 20.0 0.25" TEST BORING TERMINATED AT 20 FT So58Br'ushCr'eekRd. BORING NO.: 17 A L P H A /� T E S T I N G Fart e:817 96-560 "9 Phone:817-�?96-5600 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W213300 WHERE IT ALL BEGINS www.alphatesting.corrr Client: ONM Living, LLC Location: Fort Worth,Texas Project: Eagle Ranch 11 Surface Elevation: Start Date: 11/29/2021 End Date: 11/29/2021 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs I in): 170/24 a GROUND WATER OBSERVATIONS -�n E� m L a _ X m ( ) NONE T > `m �On Rods ft : o 3 Y am -05 'n c ZAfter Drilling(ft): DRY >a (D.2 o f a, �o n o —' m n Q a o� oa a s _ c c- p` U c in 2 3 o 7After Hours(ft): 0 U" " o 2 a `m a c0 cn O J FL MATERIAL DESCRIPTION Brown CLAY 3.5 14 1.0 Tan LIMESTONE with clay seams and layers 50/ 5.50" 100/ 5 1 100/ 10 1.50" 12.0 Gray LIMESTONE 100/ 15 0.50" 100/ 20 20.0 0.50" TEST BORING TERMINATED AT 20 FT So58Br'ushCr'eekRd. BORING NO.: 18 A L P H A /� T E S T I N G Fart e:817 96-560 "9 Phone:817-�?96-5600 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W213300 WHERE IT ALL BEGINS www.alphatesting.corrr Client: ONM Living, LLC Location: Fort Worth,Texas Project: Eagle Ranch 11 Surface Elevation: Start Date: 11/29/2021 End Date: 11/29/2021 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs I in): 170/24 a GROUND WATER OBSERVATIONS -�n E� m L a _ X m ( ) NONE T > `m �On Rods ft : o 3 Y am -05 'n c ZAfter Drilling(ft): DRY >a (D.2 o f a, �o n o —' m n Q a o� oa a s _ c c- p` U c in 2 3 o 7After Hours(ft): 0 U" " o 2 a `m a c0 cn O J FL Z) MATERIAL DESCRIPTION RA Brown CLAY 4.5+ 13 36 18 18 2.0 Tan LIMESTONE with clay seams and layers 100/ 2.75" 100/ 5 1 100/ 10 1 100/ 15 2" 18.0 Gray SHALE 100/ 20 20.0 2" TEST BORING TERMINATED AT 20 FT 5058Br'ushCr'eekRd. BORING NO.: 19 A L P H A /� T E S T I N G Fart e:817 96-560 "9 Phone:817-�?96-5600 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W213300 WHERE IT ALL BEGINS www.alphatesting.corrr Client: ONM Living, LLC Location: Fort Worth,Texas Project: Eagle Ranch 11 Surface Elevation: Start Date: 11/24/2021 End Date: 11/24/2021 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs I in): 170/24 a GROUND WATER OBSERVATIONS -�n E� m L a _ X m ( ) NONE T > `m �On Rods ft : o 3 Y am -05 'n c ZAfter Drilling(ft): DRY >a (D.2 o f a, �o n o —' m n Q a o� oa a s _ c c- p` U c in 2 3 o 7After Hours(ft): 0 U" " o 2 a `m a c0 cn O J FL MATERIAL DESCRIPTION Brown CLAY with limestone fragments 4.5+ 14 45 20 25 3.0 Tan LIMESTONE with clay seams and layers 50/ 5" 5 100/ 1" 100/ 10 1.25" 13.0 Tan and Gray SHALE 50/ 15 4" 17.0 Gray SHALE 100/ 20 20.0 Y TEST BORING TERMINATED AT 20 FT So58Br'ushCr'eekRd. BORING NO.: 20 A L P H A /� T E S T I N G Fart e:817 96-560 "9 Phone:817-�?96-5600 Sheet 1 of 1 Fax: 817-496-5608 PROJECT NO.: W213300 WHERE IT ALL BEGINS www.alphatesting.corrr Client: ONM Living, LLC Location: Fort Worth,Texas Project: Eagle Ranch 11 Surface Elevation: Start Date: 11/24/2021 End Date: 11/24/2021 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs I in): 170/24 a GROUND WATER OBSERVATIONS -�n E� m L a _ X m ( ) NONE T > `m �On Rods ft : o 3 Y am -05 'n c ZAfter Drilling(ft): DRY >a (D.2 o f a, �o n o —' m n Q a o� oa a s _ c c- p` U c in 2 3 o 7After Hours(ft): 0 U" " o 2 a `m a c0 cn O J FL Z) MATERIAL DESCRIPTION Light Brown CLAY with limestone fragments 10 1.0 Tan LIMESTONE with clay seams and layers 100/ 1.50" 100/ 5 1 100/ 10 1 12.0 Gray LIMESTONE 100/ 15 0.50" 100/ 20 20.0 0.50" TEST BORING TERMINATED AT 20 FT A L P H A /X TESTING KEY TO SOIL SYMBOLS WHERE IT ALL BEGINS AND CLASSIFICATIONS SOIL&ROCK SYMBOLS RELATIVE DENSITY OF COHESIONLESS SOILS (blows/ft) ® (CH),High Plasticity CLAY VERY LOOSE 0 TO 4 ® LOOSE 5 TO 10 (CL),Low Plasticity CLAY MEDIUM 11 TO 30 DENSE 31 TO 50 (SC),CLAYEY SAND VERY DENSE OVER 50 (SP),Poorly Graded SAND (SW),Well Graded SAND SHEAR STRENGTH OF COHESIVE SOILS (tsf) (SM),SILTY SAND VERY SOFT LESS THAN 0.25 SOFT 0.25 TO 0.50 IN (ML),SILT FIRM 0.50 TO 1.00 STIFF 1.00 TO 2.00 ® (MH),Elastic SILT VERY STIFF 2.00 TO 4.00 HARD OVER 4.00 F9 LIMESTONE ® SHALE/MARL RELATIVE DEGREE OF PLASTICITY(PI) LOW 4 TO 15 SANDSTONE MEDIUM 16 TO 25 HIGH 26 TO 35 o (GP),Poorly Graded GRAVEL VERY HIGH OVER 35 (GW),Well Graded GRAVEL (GC),CLAYEY GRAVEL RELATIVE PROPORTIONS M I II I d (GM),SILTY GRAVEL TRACE 1 TO 10 (OL),ORGANIC SILT LITTLE 11 TO 20 SOME 21 TO 35 ® (OH),ORGANIC CLAY AND 36 TO 50 Eu FILL SAMPLING SYMBOLS PARTICLE SIZE IDENTIFICATION (DIAMETER) ■ SHELBY TUBE(3"OD except where BOULDERS 8.0"OR LARGER noted otherwise) COBBLES 3.0"TO 8.0" SPLIT SPOON(2"OD except where COARSE GRAVEL 0.75"TO 3.0" noted otherwise) FINE GRAVEL 5.0 mm TO 3.0" AUGER SAMPLE COURSE SAND 2.0 mm TO 5.0 mm Ill��i❑III MEDIUM SAND 0.4 mm TO 5.0 mm TEXAS CONE PENETRATION FINE SAND 0.07 mm TO 0.4 mm ❑ SILT 0.002 mm TO 0.07 mm ROCK CORE(2"ID except where CLAY LESS THAN 0.002 mm noted otherwise) GR-01 60 00 Product Requirements THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH EAGLE RANCH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 103763 Revised July 1,2011 CITY OF FORT WORTH FORT WORTH, WATER DEPARTMENT STANDARD PRODUCT LIST Updated:03/29/2022 Note:All water or sewer pipe lar er than 15 inch diameter shall be approved for use b the Water Department on a project specific basis.S ecial bedding may be required for some i es. dm=Mmi Water&Sewer-Manholes&Bases/Components 33-39-10(Rev 2/3/16) 0723/97 33 05 13 Urethane H ilic Waters Asahi Ko K.K. Adeka Ultra-Seal P-201 ASTM D2240/D412/D792 0426/00 33 05 13 Offset Joint for 4'Diam.MH Hlanew Concrete Products Drawing No.35-0048-001 0426/00 33 05 13 Profile Gasket for 4'Diam MH Press-Seal Gasket Cup. 250-4G Gasket ASTM C-43/C-361 SS MH 126199 33 05 13 HDPE Manhole Ad'uetment Rin s Iadtech,Inc HOPE Adjustment RingTraffic and Non-traffic area 5/13/05 33 05 13 Manhole External Wr Canusa-CPS WrapidSeal Manhole Encapsulation Systeso Water&Sewer-Manholes&Bases/Fiberglass 33-39-13(1/8/13) 12&99 1 33 39 13 IF'ber]ass Manhole Fluid Containment,Inc. Flowtite ASTM 3753 Non-traffic area 08/30/06 33 39 13 Fber]ass Manhole L.P.Manufacturing Non-traffic area Water&Sewer-Manholes&Bases/Frames&Covers/Rectaneular 33-05-13(Rev 2/3/16) 33 05 13 IMachole Frames and Covers I Western Iron Works,Bass&Hays Foundry 1 1001 24"x40"WD Water&Sewer-Manholes&Bases/Frames&Covers/Standard(Round) 33-05-13(Rev 2/3/16) 33 05 13 Manhole Frames and Covers Western Iron Works,Bass&Hays Foundry 30024 24"Dia. 33 05 13 Manhole Frames and Covers McKinley Iron Works Inc. A 24 AM 24"Dia. 0824/18 33 05 13 Manhole Frames and Covers Neenah Poor R-1272 ASTM A48&AASHTO M306 24"Dia. 0824/18 330513 Manhole Pramee and Covers Neenah Fora R-165-1M(Hinged) ASTM A48&AASHTO M306 24"Dia. 0824/18 33 05 13 Manhole Frames and Covers Neenah Foun NP 1274 ASTM A48&AASHTO M306 30"Dia. 0824/18 33 05 13 Manhole FramesFoundry and Covers Neenah Fo R-1743-1M d ASTM A48&AASHTO M306 30"dia 33 05 13 Manhole Frames and Covers Si ation MH-144N 33 05 13 Manhole Frames and Covers Si ation MH-143N 33 05 13 Manhole Frames and Covers Pont-A-Mousson GTS-STD 24"dia. 33 05 13 Manhole Frames and Covers Neenah Casting 24"dia 10/31/06 33 05 13 Manhole Frames and Covers(Hinged) Poverseal Hinged d Ductile Iron Manhole ASTM A536 24"Dia. 725/03 33 05 13 Manhole Frames and Covers Saint-Gobain Pipelines arrinsJ exus RR32-R8FS 30"Dia. 01/31/06 33 05 13 30"Dia.MH Ring and Cover East Jordan Iron Works V 1432-2 and V 1483 Desi s AASHTO M306-04 30"Dia. 11/02/10 33 05 13 30"Dia.MH Ring and Cover Si ation MH1651FWN&MH16502 30"Dia 07/19/11 33 05 13 30"Dia.MH Ring and Cover Star Pie Products MH32FTWSS-DC 30"Dia 08/10/11 33 05 13 30"Dia.MH Ring and Cover Accucast 220700 Heavy Duty with Gasket Ring 30"Dia 30"ERGO XL Assembly 10/14/13 33 05 13 30"Dia.MH Itin and Cover 'n ed&Lockable East Jordan Iron Works with Can Lock/MPIC/T-Gasket ASSHTO M105&ASTM A536 30"Dia 06/01/17 340513 30"Dia.MH Itin and Cover 'n ed&Lockable CI SIP Industries 2280 32" ASTM A 48 30"Dia. CAP-ONE-30-FTW,Composite,w/Lock 09/16tl9 33 05 13 30"Dia.MH Ringand Cover Com osite Access Products L.P. w/o HEn 30"Dia. 10/0721 3305 13 30"Dia.MH Ringand Cover Trumbull Manufacturing 32" 0"Frame and Cover 30"Dia. Water&Sewer-Manholes&Bases/Frames&Covers/Water Tight&Pressure Tight 33-05-13(Rey 2/3/16 33 05 13 Manhole Frames and Covers Pont-A-Mousson Pamti ht 24"Dia. 33 05 13 Manhole Frames and Covers Neenah Casting 24"Dia. 33 05 13 Manhole Frames and Covers Western Iron Works Bass&Hay,Poor 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. 0420/01 33 05 13 Manhole Frames and Covers (SIP)Serampore Industries Private Ltd. 300-24-23.75 Ring and Cover ASTM A 48 24"Dia. Water&Sewer-Manholes&Bases/Precast Concrete(Rev 1/9113) 33 39 10 Manhole Precast Concrete H o Conduit SPL Item#49 ASTM C 478 48" 33 39 10 Manhole Precast Concrete Wall Concrete Pi Co.Inc. ASTM C-443 48" 0923/96 33 39 10 Manhole Precast Concrete Concrete Product Inc. 48"I.D.Manhole w/32"Cone ASTM C 478 48"w/32"cone 05/08/18 33 39 10 Manhole Precast Concrete The Turner Company 48"60"I.D.Manhole w/32"Cone ASTM C 478 48"60" 1027/06 33 39 10 Manhole Precast Concrete Oldcastle Precast Inc. 48"I.D.Manhole w/24"Cone ASTM C 478 48"Dim w 24"Ring 06/09/10 33 39 10 Manhole Precast 'nforced Pol Concrete pip.HJS osite Reinforced Polymer Concrete ASTM C-76 48"to 72" 09/06/19 33 39 20 Manhole Precast Concrete Fortema F e and Precast 60"&72"I.D.Manhole w/32"Cone ASTM C-76 60"&72" 10/0721 323 Manhole Precast Concrete Porterra Pie and Precast 48"I.D.Manhole w/32"Cone ASTM C-77 48" 10/0721 333992220 Manhole Precast aced Pol Concrete Ammrock 48"&60"I.D.Manhole w/32"Cone 48"&60" 10/0721 1 33 39 20 IManhol.,Precast 'd Polymer&PVC Predl Systerns 48"&60"I.D.Manhole w/32"Cone 48"&60"Non Traffic Areas Water&Sewer-Manholes&Bases/Rehab S stems/Cementitious E1-14 Manhole Rehab Systerns 0423/01 E1-14 Manhole Rehab Systerns Standard Cement Materials Inc. Reliner MSP E1-14 Manhole Rehab S tams AP/M Permaform 420/01 E1-14 Manhole Rehab S tam stroax Conuiany Strong Seal MS2A Rehab Systere, 5/12/03 E1-14 Manhole Rehab S tam(Liner) Pol-tri lex Technolo'es MH revair product to stop infiltration ASTM D5813 08/30/06 General Concrete Repair P1exKrete Technologies Vinyl Polyester Repair Product Mrsc.Use Water&Sewer-Manholes&Bases/Rehab S stems/NonCementitious 0520/96 E1-14 Manhole Rehab S tams Sprayrog, SprayWall Polyurethurce Coating ASTM D639/D790 E1-14 Manhole Rehab Systerns Sun Coast For Exterior Coating of Concrete 12/14/01 Coating for Corrosion ro,aica xterior ERTECH Series 20230 and 2100(Asphatic Hmulsion Structures Only 01/31/06 Coatin s for Corrosion Protection Chesterton Am 791,SIBB,Sl,S2 Acid Resistance Test Sewer Applications 8/282006 Coatin s for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications 08/30/06 Coatin s for Corrosion Protection Citadel SLS-30 Solids E ox Sewer Applications 33 OS 16,33 39 I.' RR&C Dampprcofing Non-Fibered Spray Por Exterior Coating ofConcrete 03/19/18 33 39 20 Coatin for Coaosion rotection xterlor Sherwin Williams Grade As hazic Emulsion Structures Onl 'From Original Standard Products List 1 CITY OF FORT WORTH FORT WORTH, WATER DEPARTMENT STANDARD PRODUCT LIST Updated:03/29/2022 Note:All water or sewer pipe lar er than 15 inch diameter shall be approved for use b the Water Department on a project specific basis.Special beddingmaybe required for some i es. iiw Water&Sewer-Manhole Inserts-Field Operations Use Only(Rev 2/3/16) 33 05 13 Manhole Insert KnutsonEnterprises Made to Order-Plastic ASTM D 1248 For 24"dia 33 05 13 Manhole Insert South Western Paclaging 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"dig 0923/96 33 05 13 Manhole Insert Southwestern Pacldng&Seals,Inc. Lifesaver-Stainless Steel For 24"dia. 09/23/96 33 05 13 Manhole Insert Southwestern Pacldng&Seals,Inc. TetherLok-Stainless Steel For 24"dia Water&Sewer-Pipe Casing Spacers 33-05-24(07/01/13) 11/04/02 Steel Hand Casing Spacers Advanced Products and Systems,Inc. Carbon Steel Spacers,Model SI 02/02/93 Stainless Steel Casing Spacer Advanced Products and Systems,Inc. Stainless Steel Spacer,Model SSI 0422187 Casing Spacers Cascade Waterworks Manufacturing Casing Spacers 09/14/10 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 P—seal 4810 P—chock Up to 48" 03/19/18 Casing Spacers BWM SS-12 Casing Spacer(Stainless Steel) 03/19/18 Casing Spacers BWM FB-12 Casing Spacer(Coated Carbon Steel) for Nonyressme Pipe and Grouted Casing 032922 33 05 13 Casing Spacers CCI Pipeline Systems CSC12,CSS12 Water&Sewer-Pi es/Ductile Iron 33-11-10 1/8/13 • 33 1110 Ductile Iron Pipe Griffin Pipe Products,Co. Super Hell-Tite Ductile Iron Pressure Pipe, AW WA C150 C151 3„thru 24„ 08/24/18 33 1110 Ductile Iron Pipe American Ductile Iron Pipe Co. American Fastite Pipe(Hell Spigot) AW WA C150,C151 4"thm 30" 08/24/18 33 1110 Ductile Iron Pipe American Ductile Iron Pipe Co. American Flex Ring(Restrained Joint) AW WA C150,C151 4"thru 30' • 33 1110 Ductile Iron Pipe U.S.Pipe and Foundry Co. AW WA C150,C151 • 33 1110 Ductile Iron Pipe McWane Cast Iron Pipe Co. AW WA C150,C151 Water&Sewer-Utility Line Marker(08/24/20181 Sewer-Coatings/Epoxy 33-39-60(01/08/13) 07/25/02 IEP Lining Systern Sauereisen,Inc SewerGard 210RS LA Corn #210-1.33 12/14/01 Ep Lining Systern Ertech Technical Coatings Eraxh 2030 and 2100 Series 04/14/05 Interim Ductile Iron Pipe Coating Induron Protecto 401 ASTM B-117 Ductile Iron Pipe Only 01/31/06 lCoatings for Corrosion Protection Chesterton Am 791,SIBB,Sl,S2 Acid Resistance Test Sewer Applications 8/282006 lCoatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications Sewer-Coatings/Polyurethane Sewer-Combination Air Valves 0525/18 33-31-70 1 Air Release Valve A.M.USA,Inc. D025LTP0 Com site Hod 2" Sewer-Pipes/Concrete El-04 Conc.Pipe,Reinforced Wall Concrete Pipe Co.Inc. ASTM C 76 EI-04 Conc.Pipe,Reinforced Hydro Conduit Corporatim Class HI T&G,SPL Item#77 ASTM C 76 El-04 JConc.Pipe,Reinforced Hanson Concrete Products pipe ASTM C 76 El-04 JConc.Pipe,Reinforced Concrete Pipe&Products Co.Inc. ASTM C 76 Sewer-Pipe Enlarement System(Method)33-31-23(01/18/13) PIM S tam PIM Corporation Pol ease PIM Corp.,Piscata Way,N.J. Approved Previousl McConnell Syatern, McLat Construction Pol lease Houston,Texas AMroved Previousl TRS System Trenchless lacement System Polyethylen, Calgary,Canada AMroved Previousl JIL Sewer-Pipe/Fiberelass Reinforced Pipe 33-31-13(1/8/13) 721/97 3331 13 Cent.Cast Fiberglass Hobas Pipe USA,Inc. Hobas Pie(Non-Pressure) ASTM D326703754 0322110 3331 13 Fber lass Pie RP Ammon Bondstrand RPMP Pie ASTM D326203754 04/0921 Glass-Fiber Reinforced Polynair Pi Th eon Pi Gr 1'h eon Pie lowtite ASTM D32671D3754 4/14/05 Po] m Modified Concrete Pi Amitech USA MeyerPolycrete Pie ASTM C33,A276,F477 8"to 102",Class V 06/09/10 El-9 lReinforced.Polynair Concrete Pipe US Coniposite Pie Reinforced Polyina Concrete Pipe ASTM C-76 Sewer-Pilles/HDPE 33-31-23(1B/131 Hi sity polysthylan,pip. Phillips Driscopipe,Inc. Opticoare Ductile Polyethylen,Pie ASTM D 1248 8" ifigh-d—ity polyethylene pip e Plaice Inc. ASTM D 1248 8" IE hdensit 1 lane pip e Polly Pip.,Inc. ASTM D 1248 8" High-d—ity polysthylan,pip. CSR Hydro Cooduit/Pipelicie Systeres McConnell Pie Enlar errant ASTM D 1248 Sewer-Pipes/PVC(Pressure Sewer)33-11-12(4/1/13) 12/02/11 33-11-12 DR-14 PVC Pressme Pipe Pipelife Jetstream PVC Pressure Pipe AW WA C900 4"thru 12" 1022/14 33-11-12 DR-14 PVC Pressure Pipe Royal Building Products Royal Seal PVC Pressure Pipe AW WA C900 4"thru 12" 'From Original Standard Products List 2 WORTH r CITY OF FORT WORTH Y 1 FORT O R H, WATER DEPARTMENT STANDARD PRODUCT LIST Updated:03/29/2022 Note:All water or sewer pipe larger than 15 inch diameter shall be a roved for use by the Water Department on a project specific basis.Special beddin ma be required for some pipes. Approl�=asssification W Manufacturer Model No. V National SpMAMW Size Sewer-Pi es/PVC*33-31-20 7/1/13 33-31-20 PVC Sewer Pie J-M Manufaclurin Co.Inc.QM le SDR-26 ASTM D 3034 4"-15" 12/23/97• 33-31-20 PVC Sewer Pie Diamond Plastics Corporation SDR-26 ASTM D 3034 4"thru 15" 33-31-20 PVC Sewer Pie Lamson Vylon Pie ASTM F 789 4"thru 15" 01/18/18 33-31-20 PVC Sewer Pie vinyltech PVC Pi Gravity Sewt;r ASTM D3034 4"thro 15" 11/11/98 33-31-20 PVC Sewn Pie Diamond Plastics Corpowation "S"Gravity Sewer Pie ASTM F 679 18"to 27" 33-31-20 PVC Sewer Pie J-M Manu&cturirut Co Inc.QM Eagle) SDR 26/35 PS 115/46 ASTM F 679 18"-28" 09/11/12 33-31-20 PVC Sewer Pie Pi elife Jet Stream SDR-26 and SDR-35 ASTM F679 18" 05/06/05 33-31-20 jPVC Solid Wall Pipe Diamond Plastics Corporation SDR 26/35 PS 115/46 ASTM P-679 18"to 48" 04127/06 33-31-20 PVC Sewer Fittings Hamo SDR-26 and SDR-35 Gasket Fittings ASTM D-3034 D-1784 etc 4"-15" 33-31-20 PVC Sewer Fittings Plastic Trends,Inc.(Wesdake) Gasketed PVC Sewer Main Fittings ASTM D 3034 3/19/2018 33 31 20 PVC Sewt;r Pip, Pipalifis Jet Stream SDR 35 ASTM F679 18"-24" 3/19/2018 33 31 20 PVC Sewt;r Pip, Pipalifis Jet Stream SDR 26 ASTM D3034 4"-15" 3/29/2019 33 31 20 Gasketed Fittings(PVC) GPK Products Inc. SDR 26 ASTM D3034/F-679 4"-15" 10/21/2020 33 31 20 PVC Sewt;r Pit, NAP ,,Hake SDR 26 ASTM D3034 4"-15" 10/22/2020 33 31 20 PVC Sewt;r Pi Sandenson Pi C SDR 26 ASTM D3034 4"-15" 10/21/2020 1 333120 1PVC Seat;r Pit, NAP estlake SDR26/35 PS 115/46 ASTM F679 18"-36" Sewer-Pi es/Rehab/CIPP 33-31-12 01/18/13 Cored in Place Pi Maituform Texark Inc ASTM F 1216 05/03/99 Cured in Place Pi National Envirotech Group National Liner SPL Item#27 ASTM F-1216/1)-5813 05/29/96 JCurai in Place Pit, Reynolds Indlnliner Techno] er USA Inlinar Technology ASTM F 1216 Sewer-Pines hab/Fold&Form Fold and Form Pipe Cullum Pipe Systars,Inc. 11/03/98 Fold and Form Pip, Insituform Technologies,Inc. Insituform'NuPI." ASTM F-1504 Fold and Form Pie American Pie&Plastics Inc. Demo.Purpose Only 12/04/00 Fold and Form Pie Ultraliner Ultraliner PVC Alloy Pi eliner ASTM F-1504 1871 1867 06/09/03 Fold and Form Pie Ivfillar Pi.line Cap. Method ASTM F-1504 F-1947 U to 18"diameter Sewer-Pi es/O en Profile Lar a Diameter ow- 09/26191 E100-2 PVC Sewer Pie Ribbed Lamson V lon Pip, Carlon V lon H.C.Closed Profile Pie ASTM F 679 18"to 48" 09/26/91 E100-2 PVC Sewer Pie Ribbed Extrusion Technologies,Inc. Ultra-Rib Open Profile Sewer Pie ASTM F 679 18"to 48" E100-2 PVC Sewer Pie Ribbed U onor ETI Company 11/10tl0 100-2 Polypropylene S—r Pie Double Wall Advanced Drainage Systems ADS SaniTite HP Double Wall(Corrugated) ASTM F 2736 24"-30" 11/10/10 100-2 Polypropylene S—r I9 a Tri le Wall Advanced Drainage Systans ADS SaniTite HP Triple Wall Pie ASTM F 2764 30"to 60" 05/16/11 Steel Reinforced Polyethylene Pie C-Tech Construction Products Dumnarx ASTM F 2562 24"to 72" Water-Annurtenances 33-12-10 07/01/13 01/18/18 33-12-10 Double Strap Saddle Romac 202NS Nylon Coated AW WA C800 1"-2"SVC up to 24"Pipe 08/28/02 Double Strap Saddle Smith Blair #317 Nylon Coated Double Strap Saddle 07/23/12 33-12-10 Double Strap Service Saddle Mueller C—Pny DR2S Double SS Strap DI Saddle AW WA C800 1"-2"SVC up to 24"Fire 10/27/87 Curb Stops-Ball Meter Valves McDonald 6100M 6100MT&610MT 3/4"and P. 10/27/87 Curb Stops-Ball Meter Valves McDonald 4603E 4604E 61 OOK 6100TM and 6101M 19V and 2" FB600-7NL,FB1600-7-NI„FV23-777-W-NI, 5/25/2018 33-12-10 Curb Stops-Ball Mete[Valves Ford Meter Box Co.,Inc. 122-77NL AW WA C800 2" FB600-6-NI,FB1600-6-NI„FV23666-W- 5/25/2018 33-12-10 Curb Stops-Ball Mete[Valves Ford Meter Box Co.,Inc. NL,L2266NL AW WA C800 1-1/2" FB6006-NL,FB1600-4-NI,Bl1-444-WR- 5/25/2018 33-12-10 Curb S s-Hall Meter Valves Ford Meter Box Co.Inc. NL B22444-WR- L28-44NL AW WA C800 1" B-25000N,B-24277N-3,B-20200N-3,H- AW WA C800,ANSP 61, 5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Mueller Co.Ltd 15000N H-1552N HI42276N ANSVNSF 372 2" B-25000N,B-20200N-3,B-24277N-3,H- AW WA C800,ANSP 61, 5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Mueller Co.,Ltd 15000N,H-14276N,H-15525N ANSVNSF 372 1-1/2" B-25000N,B-20200N-3,H-15000N,H- AW WA C800,ANSF 61, 5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Mueller Co.Ltd 15530N ANSI/NSF 372 1" 01@6/00 Coated Tapping Saddle with Double SS Straps JCM Industries Inc. #406 Double Hand 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 AW WA C-223 Up to 30"w/12"Out 03/29/22 33=12-25 Tapping Sleeve Coated a Stainless Steel JCM Industries Inc. 415 Tapping Sleeve AW WA C-223 Conde Pip,Only 05/10/1 1 Tapping Sleeve Stainless Steel Poverseal 3490AS lane&3490MJ 4"-8"and 16" 02/29/12 33=12-25 Tapping Sleeve Coated Steel Romac PTS 420 AW WA C-223 Up to 42"w/24"Out 02/29/12 33=12=25 Tapping Sleeve Stainless Steel Romac SST Stainless Steel AW WA C-223 Up to 24"w/12"Out 02/29/12 33=12=25 Tapping Sleeve Stainless Steel Romac SST DI Stainless Steel AW WA C-223 Up to 30"w/12"Out 05/10/11 Joint air Clamp Poverseal 3232 Hell Joint Repair Clamp 4"to 30" Plastic Meter Box w/Composite Lid DPW Plastics Inc. DPW37C-12_1HPAPPTW Plastic Meter Box w/Composite Lid DPW Plastics Inc. DPW39C-12_1HPAPPTW 08/30/06 Plastic Meter Box w/Composite Lid DPW Plastics Inc. DFW65C-14-IEPAF FTW Class"A" Con¢ete Meter Box Bass&Ha CMB37-B12 I I18 LID-9 Conde Meter Box Bass&Hays CMB-18-Dual 1416 LID-9 Conde Meter Box Bass&Hays CMB65-1365 1527 LID-9 Water-Bolts.Nuts.and Gaskets 33-11-05(01/08/131 'From Original Standard Products List 3 WORTH r CITY OF FORT WORTH Y 1 FORT O R H, WATER DEPARTMENT STANDARD PRODUCT LIST Updated:03/29/2022 Note:All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water De artment on a roject s ecific basis.S ecial beddin ay be required for some pi es. Water-Combination Air Release 33-31-70 @1/08/13) * E1-11 Combination Air Release Valve GA Industries,Inc. Empire Air and Vacuum Valve,Model 935 ASTM A 126 Class B,ASTM A 1"&2" 240-float,ASTM A 307-Cover Bolts E1-11 Combination Air Release Valve Maltiplm 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" Water-Dry Barrel Fire H drants 33-12-40 O1/15/14 10/01/87 E-1-12 Dry Barrel Fire Hydrant American-DarlingValve Drawing Nos.90-18606 94-18560 AW WA C-502 03/31/88 E-1-12 Dry Barrel Fire Hydrant American Darling Valve Shop Drawing No.94-18791 AW WA C-502 09/30/87 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Shop Drawing No.D-19895 AW WA C-502 01/12/93 E-1-12 Dry Barrel Fire Hydrant American AVK Company Model 2700 AW WA C-502 OB/24/88 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Drawings D20435 D20436 B20506 AW WA C-502 E-1-12 Dry Barrel Fire Hydrant ITT Kennedy Valve Shop Drawing No.D-80783FW AW WA C-502 09/24/87 E-1-12 1Dry Barrel Fire Hydrant M&H Valve Company Shop Drawing No.13476 AW WA C-502 Shop Drawings No.6461 10/14/87 E-1-12 Dry Barrel Fire Hydrant Mueller Con A-423 Centurion AW WA C-502 Shop Drawing PH-12 01/15/88 E1-12 Barrel Fire Hydrant Mueller Com A-423 Su er Centurion 2. AW WA C-502 10/09/87 E-1-12 Dry Barrel Fire Hydrant U.S.Pipe&Foundry Shop Drawing No.960250 AW WA C-502 09/16/87 E-IA2 Dry Barrel Fire Hydrant Waterous Company Shop Drawing No.SK740803 AW WA C-502 08/12/16 33A240 Dry Barrel Fire Hydrant EJ(East Jordan Iron Works WaurMaster 5CD250 Water-Meters 02/05/93 E101-5 Detector Check Meter Ames Cora Model 1000 Detector Check Valve AW WA C550 4"-10" 08/05/04 Ma etic Drive Vertical Turbine Hersey Magnetic,Drive Vertical AW WA C701,Class 1 3/4"-6" Water-Pines/PVC(Pressure Water)33-31-70(01/08/13) AW WA C900,AW WA C605, 01/18/18 33-11-12 PVC Pressure Pie Vie tech PVC Pie DR14 ASTMD1784 4"-12" 3/192018 33 1112 PVC Pressure Pie Pipeaif6 Jet Stream DR14 AW WA C900 4"-12" 3/192018 33 1112 PVC Pressure Pie Pipeaif6 Jet Stream DID 8 AW WA C900 16"-1" 5252018 33 11 12 PVC Pressure Pie Diamond Plastics Corporation DR 14 AW WA C900 4"-12" 5252018 33 11 12 PVC Pressure Pie Diamond Plastics Corporation DR 18 AW WA C900 16"14" AW WA C900-16 12/62018 33 1112 PVC Pressure Pipe J-M Manufacturing Ca,Inc d/b/a JM Eagle DR 14 UL 1285 4"18" ANSI/NSF 61 FM 1612 AW WA C900-16 12/62018 33 1112 PVC Pressure Pipe J-M Manufacturing Ca,Inc d/b/a JM Eagle DR 18 UL 1285 16„-24" ANSI/NSF 61 FM 1612 9/62019 33 1112 PVC Pressure Pipe Underground Solutions Inc. DR14 Fusible PVC AW WA C900 4"-8" 9/62019 33 1112 PVC Pressure Pipe NAPCO(Westlake) DR18 AW WA C900 16"-24" 9/62019 33 1112 PVC Pressure Pipe NAPCO(Westlake) DR14 AW WA C900 4"-12" 9/62019 33 11 12 PVC Pressure Pipe Sanderson Pipe Corp. DR14 AW WA C900 4"-12" Water-Pines/Valves&Fittings/Ductile Iron Fittings 33-11-11(01/08/13) OEM 07/23/92 El-07 Ductile Iron Fittings Star Pipe Products,Inc. Mechanical Joint Fittings AW WA C153&C110 El-07 Ductile Iron Fittings Griffin Pipe Products,Co. Mechanical Joint Fittings AW WA C 110 El-07 Ductile Iron Fittings mcwaterryier Pipe Union Utilities Division Mechanical Joint Fittings,SSB Class 350 AW WA C 153,C 110,C III 08/11/98 El-07 Ductile Iron Fittings Si ,Co. Mechanical Joint Fittings,SSB Class 351 AW WA C 153,C 110,C 112 02/26/14 El-07 MJ Fittin s Accucast Class 350 C-153 MJ Fittings AW WA C153 4"-12" 05/14/98 El-07 Ductile Iron Joint Restraints Ford Meter Box Co./Uni-Flan a Uni-Flange Series 1400 AW WA C111/C153 4"to 36" 05/14/98 E1-24 PVC Joint Restraints Ford Meter Box Co./Uni-Flan a Uni-Flange Series 1500 Circle-Lack AW WA C111/C153 4"to 24" 11/09/04 El-07 IDuctile Iron Joint Restraints One Bolt,Inc. One Bolt Restrained Joint Fitting AW WA 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) AW WA 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) AW WA C111/C116/C153 4"to 24" 08/05/04 El-07 Mechanical Joint Retainer Glands(PVC) Si ,Co. Sigma One-Lok SLC4-SLCIO AW WA C111/C153 4"to 10" 03/06/19 33-11-11 Mechanical Joint Retainer Glands(PVC) Si ,Co. Sigma One-Lok SLCS4-SLCS12 AW WA C111/C153 4"to 12" 08/05/04 El-07 Mechanical Joint Retainer Glands(PVC) Si ,Co. Sigma One-Lok SLCE AW WA C111/C153 12"to 24" 08/10/98 El-07 MJ Fittings(DIP) Si ,Co. Sigma One-Lok SLDE AW WA C153 4"-24" 10/12/10 E1-24 Interim Restrained Joint Systm S&B Techncial Products Bulldog System(Diamond Lok 21&JM ASTM F-1624 4"to 12" 08/16/06 El-07 IMechanical Joint Fittings SIP Industries Steam a Mechanical Joint Fittings AW WA C153 4"to 24" 11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products,Inc. PVC Stargrip Series 4000 ASTM A536 AW WA CI I I 11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products,Inc. DIP Stargrip Series 3000 ASTM A536 AW WA CI I I 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries Scam a EZ Grip Joint Restraint(EZD)Black For DIP ASTM A536 AW WA CI I I Y-41" 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore) EZ Grip Joint Restraint(EZD)Red for C900 ASTM A536 AW WA CI I I 4"-12" DR14 PVC Pipe 03/19/16 33-11-11 Mechanical Joint Retainer Glands SIP Industriee(Serampore) EZ Grip Joint Restraint(EZD)Red for C900 ASTM A536 AW WA CI I I 16"-24" DR18 PVC Pipe 'From Original Standard Products List 4 WORTH r CITY OF FORT WORTH Y 1 FORT O R H, WATER DEPARTMENT STANDARD PRODUCT LIST Updated:03/29/2022 Note:All water or sewer pipe larger than 15 inch diameter shall be a roved for use by the Water Department on a project specific basis.Special beddin ma be required for some pipes. 11 i ii EopamfacturerJL i1 i. F National SpMAMW Water-Pi es/Valves&Fittings/Resilient Seated Gate Valve*33-12-20 05/13/15 Resilient Wedged Gate Valve w/no Gms American Flow Control Series 2500 Drawin #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 94-2024 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 lResilient Wedge Gate Valve American AVK Comp- American AVK Resilient Seaded GV AWWA C509 4"to 12" 01/24/02 E1-26 Resilient Wedge Gate Valve American AVK Comp- 20"and smaller E1-26 Resilient Seated Gate Valve Kenned 4"-12" E1-26 Resilient Seated Gate Valve M&H 4"-12" E1-26 Resilient Seated Gate Valve Mueller Co. 4"-12" 11/0"9 Resilient Wed,Gate Valve Mueller Co. Seder A2361 SD 6647 AWWA C515 16" 01/23/03 Resilient Wed,Gate Valve M.U.Co. Seder A2360 for 18"-24" SD 6709 AWWA C515 24"and smaller 05/13/05 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@8/88 E1-26 lResilient 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" 11/0"9 E1-26 Resilient Wedge Gate Valve Clow Valve Co. Clow RW Valve SD D-21652 AWWA C515 24"and smaller 11/29/04 Resilient Wedge Gate Valve Clow Valve Co. Clow 30"&36"C-515 AWWA C515 30"and 36" ote 3 11/30/12 Resilient Wedge Gate Valve Clow Valve Co. Clow Valve Mode12638 AWWA C515 24"to 48"(Note 3 05/0"1 E1-26 Resilient Seated Gate Valve Stood—Valves&Fittings AWWA C 509,ANSI 420-stem, 4"-12" ASTM A 276 Type 304-Bolts& E1-26 Resilient Seated Gate Valve U.S.Pipe and Foundry Co. Mettosee1250,m sate SPL#74 3"to 16" 10/26/16 33-12-20 Resilient Seated Gate Valve BJ(East Jordan Iron Works EJ FI—Maffier Gm Valve&Boxes 08124/18 Matto Gate Valve Matto-Norte 225 MR AWWA/ANSI C115/An21.15 4"to 16" Water-Pi es/Valves&Fittings/Rubber Seated Butte rfl Valve 33-12-21 07/10/14 E1-30 Rubber Seated Butterfly Valve HenryPratt Co. AWWA C-504 24" E1-30 Rubber Seated BUtwfly Valve Mueller Co. AWWA C-504 24"and smaller 1/11/99 E1-30 Rubber Seated Butterfly Valve Dezurik Valves Co. AWWA C-504 24"and lacer 06/12/03 E1-30 Valmatic American Butterfly Valve Valmatic Valve and Manufact-na Corp. Valmatic American Butterfly Valve. AWWA C-504 Up to 94"diameter 04/06/07 E1-30 Rubber Seated Butterfly Valve M&H Valve M&H Style 4500&1450 AWWA C-504 24"to 48" 03/19/18 33 1221 Rubber Seated Butterfly Valve G.A.Industries Golden Anderson AWWA C504 Buttafly Valve AWWA C-504 30"-54" Water-Pol eth lene Encasement 33-11-10 Ol/08/13 05/12/05 E1-13 Pot we Encasment Flexsol Paclaging Fulton En rises AW WA C105 8 mil LLD 05/12/05 E1-13 Po] lene Encasment Mountain States Plastics and AEP Ind Standard Hardware AW WA C105 6 mil LLD 05/12/05 E1-13 Pol lens Encasment AEP Industries Bullstron Cowtown Bolt&Gasket AW WA C105 6 mil LLD 09/06/19 33-11-11 Iftlythylen.Ecasment Northtown Products Inc. PE Encasement for DIP AW WA C105 8 mil LLD Water-SaMgling Station 3/12/96 lWater Sampling Station Water Plus B20 Water Samplingstation Water-Automatic Flusher HG&A-IN-2-BRN-LPRR(Pmtable) 10/21/20 Automated Flushing Systm MueHer Hydroguard HG2-A-IN-2-PVC-018-L ermanent 04/09/21 Automated Flushing System Kupferle Foundry Company Eclipse#9800wc 04/09/21 Automated Flushing System Kupferle Foundry Company Eclipse#9700(Portable) 'From Original Standard Products List 5 s 0 a Q C7 U >, C7 y a � .. � Y v = 0m. <a <a .,? .o .,R oR oR J7 A A m n A W y y o o 5 0 0 0 o 0 o G o G G G ,?? y y U o o G o .y- _ y G W W U U U U U U U U n U 'v �? 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