Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Contract 61300-PM1
CSC No. 61300-PM1-U FoRTWORTH PROJECT MANUAL FOR THE CONSTRUCTION OF WATER, SANITARY SEWER, PAVING, DRAINAGE & STREET LIGHT IMPROVEMENTS FOR DEER CREEK MEADOWS, PHASE 8 City Project No. 104554 IPRC22-0167 FID# 30114-0200431-104554-EO7685 X- 27967 Mattie Parker Mayor David Cooke City Manager Christopher P. Harder, P.E. Director, Water Department Lauren L. Prieur, P.E. Director, Transportation and Public Works Department Prepared for The City of Fort Worth April, 2024 GMcivil Engineering & Surveying 2559 SW Grapevine Pkwy. Grapevine, Texas 76051 817.329.4373 04/15/2023 *. :* ........................... MATTEEW J BA ............... ............. OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 of 6 SECTION 00 0010 TABLE OF CONTENTS DEVELOPER AWARDED PROJECTS Division 00 - General Conditions Last Revised 1001113 layiia4ion ie Bidders 03/20/2020 nno�3 lastF,,etiors t Bidde :s 03/20/2020 00 41 00 Bid Fefm 04/02/2014 00 42 43 Proposal Form Unit Price 05/22/2019 0043 13 Bid Ben 04/02/2014 nno n�= Bidde :s Pf:eq, alifieatiea's 04/02/2014 00 45 12 Prequalification Statement 09/01/2015 0045 13 Bidde . Pfegtta1 f;,,, 4ei kW,&atiaa 03/09/2020 00 45 26 Contractor Compliance with Workers' Compensation Law 04/02/2014 00 45 40 Mine-ity Business EfAer-prise Gee 08/21/2018 00 52 43 Agreement 06/16/2016 00 61 25 Certificate of Insurance 07/01/2011 00 62 13 Performance Bond 01/31/2012 00 62 14 Payment Bond 01/31/2012 00 62 19 Maintenance Bond 01/31/2012 00 7200 Geneful Conditions 11/15/2017 007300 c,,,.,.io,,.,eata y r,,.,difi np 07/01/2011 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 013120 Pr-eieet Meet* — 07/01/2011 01 32 33 Preconstruction Video 08/30/2013 01 33 00 Submittals 08/30/2013 01 35 13 Special Project Procedures 08/30/2013 01 45 23 Testing and Inspection Services 03/20/2020 01 50 00 Temporary Facilities and Controls 07/01/2011 01 5526 Street Use Permit and Modifications to Traffic Control 07/01/2011 0157 13 Storm Water Pollution Prevention Plan 07/01/2011 01 60 00 Product Requirements 03/20/2020 01 66 00 Product Storage and Handling Requirements 04/07/2014 01 70 00 Mobilization and Remobilization 04/07/2014 01 71 23 Construction Staking 04/07/2014 01 74 23 Cleaning 04/07/2014 0177 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 Deer Creek Meadows Ph 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN#104554 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 6 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents NONE CITY OF FORT WORTH Deer Creek Meadows Ph 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN#104554 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 6 Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's website at: httD:Hfortworthtexas.2ov/tpw/contractors/ or httvs:Happs.fortworthtexas.2ov/Proi ectResources/ 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 03 34 16 Concrete Base Material for Trench Repair 12/20/2012 03 80 00 Modifications to Existing Concrete Structures 12/20/2012 Division 26 - Electrical 26 05 00 Common Work Results for Electrical 11/22/2013 2605 10 Demolition f Qeetfieal Systems 12/20/2012 26 05 33 Raceways and Boxes for Electrical Systems 12/20/2012 26 05 43 Underground Ducts and Raceways for Electrical Systems 07/01/2011 26 05 50 Communications Multi -Duct Conduit 02/26/2016 Division 31- Earthwork 31 1000 Site Clearing 12/20/2012 3123 16 Unclassified Excavation 01/28/2013 31�3 BefFe 01/28/2013 3'� �4 00 FmLanls 01/28/2013 31 25 00 Erosion and Sediment Control 12/20/2012 313600 Gabiens 12/20/2012 31 37 00 Riprap 12/20/2012 Division 32 - Exterior Improvements 37� Pei= . aaei4 Asphalt Paving n epa 12/20/2012 3201 18 Tempef ary A0oralt P.r.,:.. 12/20/2012 32 01 29 Concrete Paving Repair 12/20/2012 '27�3 Flexible Base C,,ufses 12/20/2012 32 1129 Lime Treated Base Courses 12/20/2012 32 1133 Eawyint Tra Boa Base r 12/20/2012 3'�7 Liquid ,;a Tr-ea4e Sail f A/.lizeaf 08/21/2015 '27�o n s.. hah Paving 12/20/2012 '27�3 n s...haI4 Paying r -aek Se hafts 12/20/2012 32 13 13 Concrete Paving 12/20/2012 32 1320 Concrete Sidewalks, Driveways and Barrier Free Ramps 06/05/2018 32 1373 Concrete Paving Joint Sealants 12/20/2012 3 ono lrial TU:it, ,4ng 12/20/2012 CITY OF FORT WORTH Deer Creek Meadows Ph 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN#104554 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 6 '27�3 C »^ tote Curb and GtWe -s a -ad Valley GtWer-s 10/05/2016 Z7�3 Pavement Mafk figs 11/22/2013 2'� Curb Address PaipAifig 11/04/2013 3231 3 0izx�r. Forzie^ and 12/20/2012 Z7�v W -e ,renew ^^a Ga4es 12/20/2012 '27�9 WeedFenees and Gates 12/20/2012 Z7�3 Cast i Ulaee C ner-ete Retaining Ala 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 3293 43 'T"^^^ and Shna s 12/20/2012 Division 33 - Utilities 33 01 30 Sewer and Manhole Testing 12/20/2012 3301 31 Closed Circuit Television (CCTV) Inspection 03/03/2016 33 03 10 % rW PUW. /rg af Existing Sewer- Systems 12/20/2012 33 04 100 joint Bending ^tea Qeetfieal is la4ie 12/20/2012 33� C,.,...esie., C nt el Test Stetiefis 12/20/2012 33 04 12 Magnesiti , Anode C^tt edict Pr-ete tie Systo,,., 12/20/2012 33 04 300 Te ,.efur- , Water- Son,;^^^ 07/01/2011 33 04 40 Cleaning and Acceptance Testing of Water Mains 02/06/2013 33 04 50 Cleaning of Sewer Mains 12/20/2012 3305 10 Utility Trench Excavation, Embedment, and Backfill 12/12/2016 33-0512 Water Line T ^ ^ 12/20/2012 3305 13 Frame, Cover and Grade Rings — Cast Iron 01/22/2016 33 n�0 Fame Cover- ^tea n a o .t'ingrs z 01/22/2016 33 05 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to 12/20/2012 Grade 110 C fer-ete W to f Vaults 12/20/2012 33 05 C fer-ete C,.11^ -s 12/20/2012 33 05 20 Auger Boring 12/20/2012 330521 Ture-Col l.inaf Plate 12/20/2012 33 05 22 Steel Casing Pipe 12/20/2012 330523 Hand Tume4ng 12/20/2012 33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate 06/19/2013 133-0526 U44it- , Mafker-s/ e ter-s 12/20/2012 33 05 30 Location of Existing Utilities 12/20/2012 33 11 05 Bolts, Nuts, and Gaskets 12/20/2012 33 11 10 Ductile Iron Pipe 12/20/2012 33 11 11 Ductile Iron Fittings 12/20/2012 33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe 11/16/2018 ✓� 11 13 Ceaer-eta ProOGrzj Piro, Baf IALF ..pe Steel Cylifidef Type 12/20/2012 1 1 14 utuiea Stool Pipe and >;44in.^ 12/20/2012 33 12 10 Water Services 1-inch to 2-inch 02/14/2017 33 12 11 Large Water Meters 12/20/2012 33 1220 Resilient Seated Gate Valve 12/20/2012 33 1221 AWWk P_ubbor Fea4e l n„ttef fl , Valves 12/20/2012 33 1225 Connection to Existing Water Mains 02/06/2013 3�-12 30 C .n"'aibi.'�!.1.,,., Air- Valve Assemblies for- Potable Txl.,te- System 12/20/2012 33 1240 Fire Hydrants 01/03/2014 CITY OF FORT WORTH Deer Creek Meadows Ph 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN#104554 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 5 of 6 33 1250 3 12 60 33 31 2 3331 13 33 31 20 Water Sample Stations St.,n,1.,,.,a Blow „ffValve nsseffib! n,,.oa in Dlaee Pipe (Cmn4 Fiberglass Reinforced Pipe for Gravity Sanitary Sewers High Peas t-y Polyethylene (14PP ) Pipe acxk--;er Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe Polyvinyl C1,1,,fide Closed D- file Gr-a-,;ty Sa-a tafy Sewer- 12/20/2012 06/19/2013 12/20/2012 12/20/2012 12/20/2012 06/19/2013 ��T (PVC) Pipe 12/20/2012 333122 Sanitary SewDr Uir, :iffrng 12/20/2012 ZZ�3 San t&Fy Sewer- Pipe -Eal ,.,.o.... e 12/20/2012 333150 Sa-n tar-y Sewer- Set= iee Genneetions a -ad Setwiee 7 0 04/26/2013 333170 Ce 1 is tie Aif Vye f . Sa-a t.,..., Sewef >;,fee Mains 12/20/2012 33-39 10 C"1- k. P.Vae Gone -ete Manholes 12/20/2012 33 39 20 Precast Concrete Manholes 12/20/2012 333930 Fite, -glass 1\R.,, heles 12/20/2012 33 3940 Waste, awe . A eoess Chamber- (WAG) 12/20/2012 333960 >r..e*y r ; o s for- Sanitary Sewer- Struetefes 12/20/2012 3341 10 Reinforced Concrete Storm Sewer Pipe/Culverts 07/01/2011 11 11 High Density Polyethylene (14PPE) Pipe f r Storm Dy,-X..N 12/20/2012 11 1't no;rf f:ee l U,ol„etl.lene (EnE) Pipe 11/13/2015 3-3-4600 Stibdr-aiaage- 12/20/2012 33-46 01 warm Dik�,rr 07/01/2011 33-46 02 Tf,-,mk Dsuirw 07/01/2011 33 49 10 Cast -in -Place Manholes and Junction Boxes 12/20/2012 33 49 20 Curb and Drop Inlets 12/20/2012 33 49 40 Storm Drainage Headwalls and Wingwalls 07/01/2011 Division 34 - Transportation 34 41 10 T,-.,f' e Sign lss 10/12/2015 34�nv11 Att-aehmeat A GefAfeiicrc amine 12/18/2015 34 ^� n-i 0.002 At4aehmeat B—C-entfolhz froz' n 02/2012 34� n-i 0.03 At aehffneDtG Speerea4ien 01/2012 34� 41 11 To. per-ar-y T-r-a e Signals 11/22/2013 ZA�3 n o,..,,ying T-.,FF;.. Signals 12/20/2012 ?/1 11 if Reetangula RaTxd Fk-.\AAingBeaeen 11/22/2013 34-416 gedoo*�aAI-I;brid-Sigoa4 11/22/2013 34 41 20 Roadway Illumination Assemblies 12/20/2012 34 41 20.01 Arterial LED Roadway Luminaires 06/15/2015 3n n�02 -Freeway LED >?,.adw ., Tzarn iN13s 06/15/2015 3 n n�o2 l r >, n ,,,, a..,.,�, r Residcrfti� � �inaipao 06/15/2015 34-4 30 All in> Ei.gns 11/12/2013 ZA�no Single r ede Fite- Optie Cable 02/26/2016 3471 13 Traffic Control 11/22/2013 CITY OF FORT WORTH Deer Creek Meadows Ph 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN#104554 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Appendix Page 6 of 6 GG4-.9 'k-woLlality o GC-4.02 Subsurface and Physical Conditions FE-4.06 It � \rdow Brriirormrr�:1 Condition , + Site GG 6.07 Ivag&R-CeS GG-6-M n?i mitv".a r T 1 1`t��:arrra��ti�: GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH Deer Creek Meadows Ph 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN#104554 Revised March 20, 2020 DIVISION 00 GENERAL CONDITIONS UTILITIES PAVING SECTION 00 42 43 Developer Axarded Projects -PROPOSAL FORM Deer Creek Metal.. Phase 8, City Project 910654 UNIT PRICE DID Project Item Information LH Lacy Didlist Specification I Unit of Did Item Description Section No. Measure Quantity Unit Prim Bid Value Water Facilities 1 1 b241.0100 Remove& Replace 5'Sidewalk 024113 LF 403 $76.74 $30,92fi.22 2 0241.0300 Renames ADA Ramp 024113 EA 1 Sol $845.95 3 0241.1106 IV Pressure Plug 024114 EA 1 SIBS $483.89 1 4 0241.111841-12"Pressure Plug 024114 EA 10 $225.8 $2.258.60 1 5 3213.0501 Banter Free Ramp, Type R-1 321320 EA 1 $3,194.7 J $3,194.711 1 6 3305.0003 8" Waterline Lowering 330512 EA 18 $4,452.08 580,137.441 1 7 3305.0109 Trench Saf 330510 LF 17.394 $0.3 $6.609.721 1 8 3305.100424°Casinal an Cut 330522 LF 40 $216.57 $8,662.801 1 9 3305.110424"Casing Y666fff111hhhhhher Than Open Cut 330522 IF 120 $612.69 $73.522.801 1 10 3305.110530• Cast By Other Than Qppen Cut 330522 IF 100 $748.67 $74,867.001 11 3305.110530°Coal el Casing By Other Thenqgen Cut 330522 IF 110 $768.17 $84.498.701 72 3311.0001 Ductile Iran Water Fittings w/Reslrafat 331111 TON 6.0 $28.OMA1 $173.006.461 13 3311.0241 8" PVC Water Pipe 33 11 10, 33 LF 7,945 $51.59 $409,882.55 P14 3311.045112"DIP Wafer 11 12 331110 LF 323 $139.2�1 544,977.75 1 15 3311.0452 IT DIP Water, CSS Backfill 3311 10 IF 100 $165A2. $16,542.001 16 3311.0461 IT PVC Water Pipe 33 11 10. IF 5,288 $93.38 $493,793.44I 331112 17 331 L0462 IT PVC Water Pipe, CSS Backfill 3311 10, IF 160 $147.20 $23.552.00I 331112 18 331 L0541 16• PVC Water Pipe 3311 10, IF 3,083 $116.08 $360,341.04I 3311 12 19 3311.0547 IVPVC Water Pipe, CLSM Backfill 33 11 10, LF 20 $356.99 $7,139.801 33it 20 331 1.0551 IS- DIP Water 1112 33 11 LF 442 182.03J $80,957.261 3311.055716• DIP Water, CLSM Backfdl 331110 LF 20 $392.76 $7855.20 22 3312.0001 Sld. Fire Hydrant AssemblyY vab-Gate Valve&:Volvo Box 331240 EA 25 $6,246.1' 1 6,153.75 I�21 3312.0117 Connection to Existing 4"-12" Water Main 33 12 25 FA 1 $�/ $2,233.75 1 24 3312.2003 1"Water Service ppomesite) 331210 EA 213 $L292.53� $275,313.15 1 25 3312.20031"Water Service IIrritpation) 331210 EA 3 $1,311.751 $3.935.25 26 3312.2203 2' Water Service Img0on) 331210 EA 1 $341681 27 3312.3003 8'Gate Valve & Valve Box 331220 EA 27 �$3,416.8 $2,0633y, $65,701.81 1 28 3312.3005 12" Gale Valve & Valve Box 331220 FA 17 $3,861.23) $65.640.91 1 29 3312.300616"Gale Vaallvvelr�wl Vault 331220 EA 7 $21,076,21 $147,534.03 Sleeve & Valve 3312.4114 16'x ITTRemove 33 12 26 EA 1 $10.587.57 $10.587.57 1 300 12aR/.C. 000000 LF 3.554 $8.7 $31.239.66 32 9999.0002Remove Fire Hydrant 000000 EA 7 $468.27 $3.277.89 33 9999.0003 Remove 8 Repylace Gravel Drive (fi" Flex Base) W W 00 SY 38 $80.� 52,895.20 34 9999.0005 Cut & Pume 24" Steel Casing 00 00 00 LF 50 �$34.4� $1.720.50 35 I9999.0006 Remove & RegleceConcrete Pavement OD 00 00 Sy56 $203.66 $11.404.96 1 36 3999.0007 Reconnect Ex. Service to 16• W.L. 00 00 00 EA 10 $2.626.3 1 $26,263.401 1 37 9999.0008 Remove & Replace 2" Meter & Service Line 00 OD 00 EA 2 $4,039.70J $8,079.401 1 38 9999.00091nstall l6'W.CL. Byy Other Than Open Cut 000000 IF 25 $954.8 $23,871.001 1 39 9999.0010 Cut&Plup 12"W.L. 000000 EA 1 5574.13 $574.131 1 40 9999.0011 Conned Ia Ex. 12" W.L. 00 00 OD EA 2 $4.198.3 1 $8.396.701 Water Subtotal 1 $2,821,196.201 . evrcerxoant oAcxw ssw,.. w..r sr xme. ¢ L,n0xanveawur.rcrvovrx�x,vcom vaortcrs an rkM «,wru r-e..;w nw„'.. ee,o c, xv+w Sanitary Sewer Facilities I 41 0241.1118 4'-12" Pressure Plug 024114 EA 2 $98.81J 42 3301.0D02 Post-CCTVinsq ectlon 330131 LF 13791 $1.4 1 43 3301.0101 Vacuum Tesl Manholes 330130 EA 49 $133.5'J 144 3305.0109 Trench Safer 330510 LF 13791 $0.96J I 45 3305.0113 Trench Water tops 330515 EA 22 $1,284.3{J I 46 3305.1003 20" Casing By Di�en Cut Ken 33 05 22 LF 113 $205.231 I 47 3305.1004 24' Casing B- Cut 33 05 22 LF 20 $276.34) 48 3331.3101 SDR-264^Sevier Services 333150 EA 213 $1.420.28 3311 10, 49 3331.4115 8" SDR-26 PVC Sewer Pipe 3331 12, LF 6396 $61.29 33 31 20 1 50 3331.411fi 8^PVC Sanitary Sevier Pipe w/CSS Ba kfill 3311 10, LF 309 $108.24 3311 12 51 3331.4119 a^DIP Sewer Piir�e 331110 LF 1068 $119.01 52 3331.4120 8" DIP Sewer Plpe. CSS Backfill 3311 10 LF 20 $149.5f] 3311 10. 53 3331.4208 12" Sewer Pipe 333112. LF 4307 $110.77 33 31 20 3311 10. 54 3331A209 12' Sewer Pipe, CSS Barnhill 333112. LF 1153 $137.24 333120 3311 10, 55 3331A209 12" Sewer Pipe, Deep Trench Backfi11(CSS) 333112, LF 1253 $248.54 3331 20 1 56 3331.4212 12- DIP Sewer 3311 10 LF 172 $172.60 I 57 �3331.584712" SewerPigqe, CLSM Backfill 333120 LF 48 $347.26 1 58 3339.0001 Epoxy Manhole Liner 333960 VF 223 $453.99 1 59 3339.1001 4'Std. Cie. Manhole 333910, FA 31 $5,561.73 33 39 20 1 60 3339.1002 4'Drop Manhole 333910, EA 2 $9.106.27 33 39 20 1 61 3339.1003 4' Extra Depth Manhole 333910, VF 159 $211.17 33 39 20 1 62 3339.1101 5' Std. Dla. Manhole 333910, EN 15 $10,173.07 33 39 20 1 63 3339.11025' Drop Manhole 333910. EA 1 $12.912.61 33 39 20 1 64 3339.1103 5' Extra Depth Manhole 33 39 10. VF 177 $322 51 33 39 20 1 65 0999/0001 Connect to Exstnr 5'S.S.M.H. 1wl External Drew Connection) 000000 FA 1 $7.319.49 1 66 '3999.0002 Connect to Existing 8' S.S. 00 D0 D0 FA 1 $1.503.161 167 -3999.0003 Connect to Existing 12' S.S. 000000 EA i $1,728.4J I 68 1999.0004 Water -Tin, hl Hinnal MH Cover $anitary S¢w¢r Su otal 000000 EA i $1,75032I Slone Drain Facilities I 69 3137.01D4 Medium Rif P.dry 313700 BY 936 $106.82) 70 3305.0109 Trench Sae 330510 LF 6,515 $0.85' J 1 71 3305.0112 Concrete Collar 330517 FA 1 $821.8 I 72 3341.0201 21" RCP, Class III 3341 10 LF 244 $78.8 J I 73 3341.0205 24' RCP. Class III 3341 10 LF 293 $82.45J I 74 3341.0208 27-RCP, Class 111 334110 LF 658 $106.75"J 1 75 3341.030230^RCP. Class 111 334110 LF 545 $112.45'J 1 76 3341.030936^RCP, Class 111 334110 LF 298 $143.81J I 77 3341.0402 42^ RCP, Class 111 3341 10 LF 30B $191.471 I 78 3341.0409 48^ RCP, Class III 3341 10 LF 35 $230.5?1 179 3341.10023x3 Box Culvert 334110 LF 284 $271.75J 1 80 3341AI02 4x3 Box Culvert 334110 LF 411 $297.8811 1 81 3341.11022-4x3 Box Culvert 334110 LF 506 $585.91 1 82 3341.1102 3 - 4x3 Box Culvert 3341 10 LF 710 $872.151 1 83 3341.1201 5x3 Box Culvert 3341 10 LF 352 S352.86J 84 3341.1201 2-led Box Culvert 334110 LF 556 $696.36f 85 3341.1202 5x4 Box Culvert 334110 LF 1.305 $382.5{� 1 86 3349.0001 N Slow Junction Box 33 49 10 EA 9 $5,073.9 J I 87 3349.0002 V Storm Junction Box 334910 FA 3 $6,142.1hJ I 88 3349.0003 6' Storm Junction Box 334910 EA 3 $7.744.46J I 89 3349.0D04 7' Storm Junction Box 334910 EA 2 $8,812.6 J I 90 3349.0102 4' Manhole Riser 334910 EA 12 $4.059.1 b1 1 91 3349AI 1142" SET, 1 pipe 33 49 40 EA 2 $3.952.3 J 92 3349.5001 10' Curb Inlet 33 49 20 EA 16 $6.569.43 93 3349.5002 16' Curb Inlet 33 49 20 EA 14 $8.812.65J 94 3349.7001 4'DroP Inlet 334920 EA 2 676.2" 95 3349.7002 5'Dmp Inlet 334920 FA 2 S9,545.6 1 96 9999.0D016' Concrete (Channel Flume) 000000 BY 229 $96.1�J( I 97 9999.0D02 Remove 24x3+2-5x3 Flared Headwall, Connect to Ex. RCB 00 00 00 FA 1 $6.034.6 I 98 9999.OD03 Remove 5x3 Flared Headwall, Conned to Ex. RCB 00 00 00 EA 1 $2,203.8 I 99 9999.0004 Remove 3-4x3 Straight Headwall, Connect to Ex. RCB 000000 EA 1 $3.366.1 f 1100 9999.0005 12' x 4' Storm Junction Box 000000 EA 2 $18.169.4dJ 1101 9999.0006 1Tx 6- Storm Junction Box 000000 EA 1 $27.773.2 Storm Drain Subtotal WatedSanitary Sewer(Storm Drain Facilities Subtotal $197.62 $20,410.68 $6,542.97 $12.411.90 $28.254.82 $23,190.99 $5,526.80 $302.519.64 $392.010.84 $32,828.161 $127.113.361 $2,991.601 $477,086.39 $158.237.72 $311,420.62 $29.687.201 $16,669A4 $101.239.77 $172.413.63 $18,212.54 S33,576.03 $152,696.05 $12,912.61 $57,084.27 $7.319.491 $1.503.101 $1.728.491 $1,750.721 $2,507,437A51 $99,983.621 S5,407A5 $821.811 $22,016.061 $6,034.691 $2.203.841 $3,366.141 $36,318.801 $27.773.201 $3.042,039.041 $8,371,272.691 rnroFroxluwlm oaaertum,... ro.+r S3A\DJmCQ�S1AtC11gV WOPRIX'�VAEtF3DPERAN'APOm WA2CR 6y eymt FlWfSi Fw Rni W raev3 N.MID (0{3{t �aryuul Paving Facilites 102 3211.0400 Hydrated Lime @ 30lbslS.Y. (Residential) 321129 TON 440.0 $297.8� $131,045.201 103 I321l.0400 Hydrated Lime a 36 lbslS.Y. (Collector) 321129 TON 116.0 $297.85J $34,548.281 104 6"Llme Treated Submade(Residental) 321313 SY 29.285 j3.10), $90.783.501 105 3211.05028" Lime Treated Subgmde(Collector) 321129 BY 6,415 $3.60) $23,094.001 105 13211.D50I 3213.0101 6"Concrete Pavemenl(Residential) 321313 SY 27,395 $47.251 $1,294,413.751 107 3213.01047.5"Camrete Pavement (Collector) 321313 SY 6,OB6 $56.13 $341,607.181 108 3213.0301 5'Conc Sidewalk 311320 LF 797 $40.97f $32,653.09I 109 3213.0301 6'Conc Sidewalk 311320 LF 2.288 S51.891 $118,724.32 110 3213.0501 R-1 Ramp 321320 FA 16 $2.708.61 $43.338.08 111 3213.0506 P-1 Ramo 321320 EA 14 $2,432.1 $34.049.96 112 3291.0100 Topsoil 329119 SY 1.845 $L9J $3,616.20 113 3292.0400 Seeding, Hydromulch 329213 BY 1,845 $3.7SJ $6,881.85 114 3441A003 Fumisli nstall Alum Sign Ground Mount City Std. 344130 EA 20 S496.3 $9,927.60 115 3741.0001 Traffic Control 347113 LS 1 $4,750. I $4,750.00 116 9999.0001 Concrete Header 000000 LF 58 $14.39J $834.62 117 9999.0002 Type Ill Endof-Road Bamcade oil Go 00 EA 2 $1.504.8Ol $3,009.60 118 9999.0003 Connect to Existing Pavemeal 000000 EA 2 $547.0j $1,094.05 119 9999.0005 R1-1Stop Sign 000000 EA 15 $BB.BdJ $�1//332.45 120 9999.0006 St Marker Blade 000000 EA 80 $101.B Sn. 151.201 aving Subtotal I $2,183,854.941 Bid Summit 1 Water/Seeveltoun Drain Facilities Subtotal $8,371,272.691 I Paving Facilities Sublotali I $2,183.854.941 This bid is submitted by me emity listed! belay: Company: L.H. Lacy Company, Ltd. Street Address: 1880 Crown Road City, Stale, Zip Code: Callas, TX 76234 Phome: 2f4457-014a Conlraelar ai tts to complete N'ORR for FINAL ACCEPFAaCE within CO3TOACTmmmeacesto mn n pmiided in the Cenenl Condllipn,. By: Signature \ 1 Cam: y' 14I ZN 235 waMinR da3, $10,655,127.63 Drroxruomu D orros -xwe r—ionaD[¢�M1T's"e. BIDPPIXCSiLUE\ll[WFA AN'MLm ]ROIECIS [,un sINSH Fvm R,n Wlmv)N,NN %JEJI_9JaaraW 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 Tvve" box provide the complete major work type and actual description as provided by the Water Department for water and sewer and TPW for paving. Major Work Type Contractor/Subcontractor Company Name Prequalification Expiration Date Wastewater New Development Open Cut (42" and under) LH Lacy Company, Ltd 04/30/2024 Water New Development Open Cut (48" and under) Concrete Construction/Reconstruction LH Lacy Company, Ltd 11/30/2024 Unlimted The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: LH Lacy Company, Ltd. 1880 Crown Dr #1200 Dallas, TX 75234 r AMY D. GOODFELLOW ,�'� `•' My Notary ID # 130522576 Expires February 3, 2028 M. TITLE: DATE: END OF SECTION 7(S' ature) (�C.S ; w( CITY OF FORT WORTH Deer Creek Meadows Ph S, CPN 104554 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 1 SECTION 00 45 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it provides worker's compensation insurance coverage for all of its employees employed on City Project No. 104554 . Contractor further certifies that, pursuant to Texas Labor Code, Section 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with worker's compensation coverage. CONTRACTOR: LH Lacv Comnanv, Ltd. Company 1880 Crown Dr. #1200 Address Dallas, TX 75234 City/State/Zip THE STATE OF TEXAS § COUNTY OF TARRANT By: &1i W , Go;-r,6, Signature: ' 1 Title: 1 S' C- S : C(t v1—•f BEFORE ME, the undersigned authority, on this day, personally appeared RAL W , t—Amown to me to be the person whose name is subscribed to the foregoing instrument, andlacknowledged to me that he/she executed the same as the act and deed of Q; i ; I L„<+ for the purposes and consideration therein expressed and, in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this g day of (1(\a11L , 2024. AMY D. GOODFELLOW My Notary ID # 130522576 Expires February 3, 2028 OJO� Not i.y r uuiiu in dna ror me atate of i exas END OF SECTION CITY OF FORT WORTH Deer Creek Meadows Ph 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project # 104554 Revised April 2, 2014 00 52 43 - 1 Developer Awarded Project Agreement Page I of 4 SECTION 00 52 43 AGREEMENT THIS AGREEMENT, authorized on is made by and between the Developer, Lennar Homes of Texas Land and Construction, Ltd. , authorized to do business in Texas and Contractor, LH Lacv Comnanv. Ltd. authorized to do business in Texas, acting by and through its duly authorized representative. Developer and Contractor, in consideration of -the mutual covenants hereinafter set forth, agree as follows: Article 1. WORK Contractor shall complete all Work as specified or indicated in the Contract Documents for the Project identified herein. Article 2. PROJECT The project for which the Work under the Contract Documents may be the whole or only a part is generally described as follows: Deer Creek Meadows Phase 8 Cite Proiect #104554 FID #30114-0200431-104554-E07685 Article 3. CONTRACT TfME 3.1 Time is of the essence. All time limits for Milestones, if any, and Final Acceptance as stated in the Contract Documents are of the essence to this Contract. 3.2 Final Acceptance. The Work will be complete for Final Acceptance within 235 working days after the date when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard City Conditions of the Construction Contract for Developer Awarded Projects. 3.3 Liquidated damages Contractor recognizes that time is of the essence of this Agreement and that Developer will suffer financial loss if the Work is not completed within the times specified in Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of the Standard City Conditions of the Construction Contract for Developer Awarded Projects. The Contractor also recognizes the delays, expense and difficulties involved in proving in a legal proceeding the actual loss suffered by the Developer if the Work is not completed on time. Accordingly, instead of requiring any such proof , Contractor agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay Developer Two Hundred &. Fifty Dollars ($250.00) for each day that expires after the time specified in Paragraph 3.2 for Final Acceptance until the City issues the Final I.,etter of Acceptance. CITY OF FORT WORTH Deer Creek Meadows Ph S STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DAP City Project # f 04554 Revised June 16, 2016 005243-2 Developer Awarded Project Agreement Page 2 of 4 Article 4. CONTRACT PRICE Developer agrees to pay Contractor for performance of the Work in accordance with the Contract Documents an amount in current funds of Ten Million Five Hundred Fiftv Five Thousand One Hundred Twenty Seven & 631100 Dollars l$10,555,127.631 Article 5. CONTRACT DOCUMENTS 5.1 CONTENTS: A. The Contract Documents which comprise the entire agreement between Developer and Contractor concerning the Work consist of the following: 1. This Agreement. 2. Attachments to this Agreement: a. Bid Form (As provided by Developer) 1) Proposal Form (DAP Version) 2) Prequalification Statement b. Insurance ACORD Form(s) c. Payment Bond (DAP Version) d. Performance Bond (DAP Version) e. Maintenance Bond (DAP Version) f. Power of Attorney for the Bonds g. Worker's Compensation Affidavit 3. Standard City General Conditions of the Construction Contract for Developer Awarded Projects. 4. Specifications specifically made a part of the Contract Documents by attachment or, if not attached, as incorporated by reference and described in the Table of Contents of the Project's Contract Documents. 5. Drawings. 6. Addenda. 7. Documentation submitted by Contractor prior to Notice of Award. 8. The following which may be delivered or issued after the Effective Date of the Agreement and, if issued, become an incorporated part of the Contract Documents: a. Notice to Proceed. b. Field Orders. c. Change Orders. d. Letter of Final Acceptance. CITY OF FORT WORTH Deer Creek Meadows Ph 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DAP City Project #104554 Revised June 16, 2016 00 52 43 - 3 Developer Awarded Project Agreement Page 3 of 4 Article 6. INDEMNIFICATION 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the city, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the contractor, its officers, agents, employees, subcontractors, licenses or invitees under this contract. This indemnification provision is specifically intended to operate and be effective even if it is alleged or proven that all or some of the damages being souLyht were caused. in whole or in hart, by any act, omission or neelisenee 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. 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the city, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the city, arising out of, or alleged to arise out of, the work and services to be performed by the contractor, its officers, agents, employees, subcontractors, licensees or invitees under this contract. This indemnification provision is specifically intended to overate and be effective even if it is aIle&,ed or proven that all or some of the damages being soueht were caused, in whole or in Qarti by anv act. omission or nealieence of the city. Article 7. MISCELLANEOUS 7.1 Tenns. Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of the Construction Contract for Developer Awarded Projects. 7.2 Assignment of Contract. This Agreement, including all of the Contract Documents may not be assigned by the Contractor without the advanced express written consent of the Developer. 7.3 Successors and Assigns, Developer and Contractor each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, in respect to all covenants, agreements and obligations contained in the Contract Documents. 7A Severability. Any provision or part of the Contract Documents held to be unconstitutional, void or unenforceable by a court of competent jurisdiction shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon DEVELOPER and CONTRACTOR. 7.5 Governing Law and Venue. This Agreement, including all of the Contract Documents is performable in the State of Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the Northern District of Texas, Port Worth Division, CITY OF FORT WORTH Deer Creek Meadows Ph S STANDARD CONSTRUCTION S PECI HCATION DOCUMENTS —DAP City Project # 104554 Revised June 16, 2016 005243-4 Developer Awarded Project Agreement Page 4 of 4 7.6 Authority to Sign. Contractor shall attach evidence of authority to sign Agreement, if other than duly authorized signatory of the Contractor. IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple counterparts. This Agreement is effective as of the last date signed by the Parties ("Effective Date"). Contractor: Developer: LH Lacy Company, Ltd. Lennar Homes of Texas Land and Construction, LTD (Dt u 're) (Sign e) sou tj &rJ6, (Printed Name) n Title: r ' Company Name: LH Lacy Company, Ltd. Address: 1880 Crown Dr #1200 Dallas, TX 75234 Date: -Je,-1 n �U— ! f Q,✓ (Printed Name) Aiw T Company Name: V Lennar Homes of Texas Land and Construction, LTD Address: 1707 Market Place Blvd., Suite 100 Irving, TX 75063 Date: 04/22/24 CITY OF FORT WORTH Deer Creek Meadows Ph 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DAP City Project if 104554 Revised June 16, 2016 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CONTRACTOR'S BLANKET FLEX ADDITIONAL INSURED ENDORSEMENT - FORM A This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART Policy Number CP220675291501 Policy Expiration Date 02/01/2025 Named Insured L. H. Lacy Company, Ltd. Agency Number 0765330 Date 02/01/2024 Agency BOWEN MICLETTE & BRITT LLC Policy Effective Date 02/01/2024 Account Number 20017633 Issuing Company AMERISURE INSURANCE COMPANY A. SECTION II -WHO IS AN INSURED is amended to add as an additional insured: 1. Any person ororganization with whom you have agreed in a "written agreement" that such person or organization be added as an additional insured on this policy, and any other person or organization you are required to add as an additional insured under such "written agreement". 2. If "your work" began under a written letter of intent or written work order, any person or organization who issued the written letter of intent or written work order, but: a. such coverage will apply only for 30 calendar days following the date the written letter of intent or written work order was issued; and b. the person or organization is an additional insured only for, and to the extent of, liability arising out of "bodily injury", "property damage", or "personal and advertising injury" caused, in whole or in part, by your negligent acts or omissions, or the negligent acts or omissions of others working on your behalf, in the performance of your work as specified in the written letter of intent or written work order. This coverage does not apply to liability arising out of the independent acts or omissions of the additional insured. For the purposes of the coverage provided by this endorsement, a "written agreement' means a written contract or written agreement that: 1. requires you to include a person or organization as an additional insured for a period of time during the policy period; and 2. is executed prior to the occurrence of "bodily injury", "property damage", or "personal and advertising injury" that forms the basis for a claim under this policy. The insurance provided by this endorsement does not apply to any person or organization that is specifically listed as an additional insured on another endorsement attached to this policy. CG 73 24 03 23 Includes copyrighted material of the Insurance Services Office, Inc., with its permission Page 1 of 3 Policy Number: CPP20675291501 Effective Date: 02/01/2024-02/01/2025 B. The coverage provided to any person or organization added as an additional insured pursuant to Paragraph A.1 is limited as follows: 1. If the "written agreement" specifically and exclusively requires you to name the person or organization as an additional insured using the ISO CG 20 10 endorsement with edition dates of 11 85 or 10 01, or the ISO CG 20 37 10 01 endorsement, that person or organization is an additional insured, but only with respect to liability for "bodily injury", "property damage", or "personal and advertising injury" arising out of "your work" for that insured by or for you. 2. If the "written agreement" requires you to name the person or organization as an additional insured using the ISO CG 20 10 and or CG 20 37 endorsements without specifically and exclusively requiring the 11 85 or 10 01 edition dates, that person or organization is an additional insured, but only with respect to liability for "bodily injury", "property damage", or "personal and advertising injury" caused, in whole or in part, by your acts or omissions or the acts or omissions of those acting on your behalf. 3. If the "written agreement" requires you to name the person or organization as an additional insured for operations arising out of your work and does not specify an ISO additional insured endorsement, that person or organization is an additional insured, but only with respect to liability for "bodily injury", "property damage", or "personal and advertising injury" arising out of your acts or omissions, or the acts or omissions of others working on your behalf, in the performance of your work as specified in the "written agreement". This coverage does not apply to liability arising out of the sole negligence of the additional insured unless specifically required in the "written agreement". 4. If none of the above paragraphs apply, then the person or organization is an additional insured only for, and to the extent of, liability arising out of "bodily injury", "property damage", or "personal and advertising injury" caused, in whole or in part, by your negligent acts or omissions, or the negligent acts or omissions of others working on your behalf, in the performance of your work as specified in the "written agreement". This coverage does not apply to liability arising out of the independent acts or omissions of the additional insured. However, the insurance afforded to such additional insured only applies to the extent permitted by law. C. The insurance provided to an additional insured under this endorsement does not apply to: 1. "Bodily injury" or "property damage" included in the "products -completed operations hazard" unless the "written agreement" specifically requires such coverage (including by specifically requiring the CG 20 10 11 85). To the extent the "written agreement" requires such coverage for a specified amount of time, the coverage provided by this endorsement is limited to the amount of time required for such coverage by the "written agreement". 2. "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: The preparing, approving, or failing to prepare or approve: (1) Maps; (2) Drawings; (3) Opinions; (4) Reports; (5) Surveys; (6) Change orders; CG 73 24 03 23 Includes copyrighted material of the Insurance Services Office, Inc., with its permission Page 2 of 3 Policy Number: CPP20675291501 Effective Date: 02/0112024-02/01/2025 (7) Design specifications; and b. Supervisory, inspection, or engineering services. D. The limits of insurance that apply to the additional insured are the least of those specified in the "written agreement" or declarations of this policy. Coverage provided by this endorsement for any additional insured shall not increase the applicable Limits of Insurance shown in the Declarations. The limits of insurance that apply to the additional insured are inclusive of, and not in addition to, the Limits of Insurance shown in the Declarations. E. With respect to the coverage provided by this endorsement, SECTION IV— COMMERCIAL GENERAL LIABILITY CONDITIONS, Paragraph 4. Other Insurance is deleted and replaced with the following: 4. Other Insurance. a. Coverage provided by this endorsement is excess over any other valid and collectible insurance available to the additional insured whether: (1) Primary; (2) Excess; (3) Contingent; or (4) On any other basis. In addition, this insurance is excess over any self -insured retentions, deductibles, or captive retentions payable by the additional insured or payable by any person or organization whose coverage is available to the additional insured. However, if the "written agreement" requires primary and non-contributory coverage, this insurance will be primary and non-contributory relative only to the 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. For any other insurance available to the additional insured where that person or organization is not a Named Insured, this policy will share coverage with that other insurance based on the terms specified in Paragraph b. Method of Sharing below. b. Method of Sharing If all the other insurance permits contribution by equal shares, we will follow this method also. Under this method, each insurer contributes equal amounts until it has paid its applicable limit of insurance or none of the loss remains, whichever comes first. If any of the other insurance does not permit contribution by equal shares, we will contribute by limits. Under this method, each insurer's share is based on the ratio of its applicable limit of insurance to the total applicable limits of insurance of all insurers. CG 73 24 03 23 Includes copyrighted material of the Insurance Services Office, Inc., with its permission Page 3 of 3 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CONTRACTOR'S BLANKET FLEX ADDITIONAL INSURED ENDORSEMENT - FORM A This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART Policy Number CP220675291501 Policy Expiration Date 02/01/2025 Named Insured L. H. Lacy Company, Ltd. Agency Number 0765330 Date 02/01/2024 Agency BOWEN MICLETTE & BRITT LLC Policy Effective Date 02/01/2024 Account Number 20017633 Issuing Company AMERISURE INSURANCE COMPANY A. SECTION II -WHO IS AN INSURED is amended to add as an additional insured: 1. Any person ororganization with whom you have agreed in a "written agreement" that such person or organization be added as an additional insured on this policy, and any other person or organization you are required to add as an additional insured under such "written agreement". 2. If "your work" began under a written letter of intent or written work order, any person or organization who issued the written letter of intent or written work order, but: a. such coverage will apply only for 30 calendar days following the date the written letter of intent or written work order was issued; and b. the person or organization is an additional insured only for, and to the extent of, liability arising out of "bodily injury", "property damage", or "personal and advertising injury" caused, in whole or in part, by your negligent acts or omissions, or the negligent acts or omissions of others working on your behalf, in the performance of your work as specified in the written letter of intent or written work order. This coverage does not apply to liability arising out of the independent acts or omissions of the additional insured. For the purposes of the coverage provided by this endorsement, a "written agreement' means a written contract or written agreement that: 1. requires you to include a person or organization as an additional insured for a period of time during the policy period; and 2. is executed prior to the occurrence of "bodily injury", "property damage", or "personal and advertising injury" that forms the basis for a claim under this policy. The insurance provided by this endorsement does not apply to any person or organization that is specifically listed as an additional insured on another endorsement attached to this policy. CG 73 24 03 23 Includes copyrighted material of the Insurance Services Office, Inc., with its permission Page 1 of 3 Policy Number: CPP20675291501 Effective Date: 02/01/2024-02/01/2025 B. The coverage provided to any person or organization added as an additional insured pursuant to Paragraph A.1 is limited as follows: 1. If the "written agreement" specifically and exclusively requires you to name the person or organization as an additional insured using the ISO CG 20 10 endorsement with edition dates of 11 85 or 10 01, or the ISO CG 20 37 10 01 endorsement, that person or organization is an additional insured, but only with respect to liability for "bodily injury", "property damage", or "personal and advertising injury" arising out of "your work" for that insured by or for you. 2. If the "written agreement" requires you to name the person or organization as an additional insured using the ISO CG 20 10 and or CG 20 37 endorsements without specifically and exclusively requiring the 11 85 or 10 01 edition dates, that person or organization is an additional insured, but only with respect to liability for "bodily injury", "property damage", or "personal and advertising injury" caused, in whole or in part, by your acts or omissions or the acts or omissions of those acting on your behalf. 3. If the "written agreement" requires you to name the person or organization as an additional insured for operations arising out of your work and does not specify an ISO additional insured endorsement, that person or organization is an additional insured, but only with respect to liability for "bodily injury", "property damage", or "personal and advertising injury" arising out of your acts or omissions, or the acts or omissions of others working on your behalf, in the performance of your work as specified in the "written agreement". This coverage does not apply to liability arising out of the sole negligence of the additional insured unless specifically required in the "written agreement". 4. If none of the above paragraphs apply, then the person or organization is an additional insured only for, and to the extent of, liability arising out of "bodily injury", "property damage", or "personal and advertising injury" caused, in whole or in part, by your negligent acts or omissions, or the negligent acts or omissions of others working on your behalf, in the performance of your work as specified in the "written agreement". This coverage does not apply to liability arising out of the independent acts or omissions of the additional insured. However, the insurance afforded to such additional insured only applies to the extent permitted by law. C. The insurance provided to an additional insured under this endorsement does not apply to: 1. "Bodily injury" or "property damage" included in the "products -completed operations hazard" unless the "written agreement" specifically requires such coverage (including by specifically requiring the CG 20 10 11 85). To the extent the "written agreement" requires such coverage for a specified amount of time, the coverage provided by this endorsement is limited to the amount of time required for such coverage by the "written agreement". 2. "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: The preparing, approving, or failing to prepare or approve: (1) Maps; (2) Drawings; (3) Opinions; (4) Reports; (5) Surveys; (6) Change orders; CG 73 24 03 23 Includes copyrighted material of the Insurance Services Office, Inc., with its permission Page 2 of 3 Policy Number: CPP20675291501 Effective Date: 02/0112024-02/01/2025 (7) Design specifications; and b. Supervisory, inspection, or engineering services. D. The limits of insurance that apply to the additional insured are the least of those specified in the "written agreement" or declarations of this policy. Coverage provided by this endorsement for any additional insured shall not increase the applicable Limits of Insurance shown in the Declarations. The limits of insurance that apply to the additional insured are inclusive of, and not in addition to, the Limits of Insurance shown in the Declarations. E. With respect to the coverage provided by this endorsement, SECTION IV— COMMERCIAL GENERAL LIABILITY CONDITIONS, Paragraph 4. Other Insurance is deleted and replaced with the following: 4. Other Insurance. a. Coverage provided by this endorsement is excess over any other valid and collectible insurance available to the additional insured whether: (1) Primary; (2) Excess; (3) Contingent; or (4) On any other basis. In addition, this insurance is excess over any self -insured retentions, deductibles, or captive retentions payable by the additional insured or payable by any person or organization whose coverage is available to the additional insured. However, if the "written agreement" requires primary and non-contributory coverage, this insurance will be primary and non-contributory relative only to the 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. For any other insurance available to the additional insured where that person or organization is not a Named Insured, this policy will share coverage with that other insurance based on the terms specified in Paragraph b. Method of Sharing below. b. Method of Sharing If all the other insurance permits contribution by equal shares, we will follow this method also. Under this method, each insurer contributes equal amounts until it has paid its applicable limit of insurance or none of the loss remains, whichever comes first. If any of the other insurance does not permit contribution by equal shares, we will contribute by limits. Under this method, each insurer's share is based on the ratio of its applicable limit of insurance to the total applicable limits of insurance of all insurers. CG 73 24 03 23 Includes copyrighted material of the Insurance Services Office, Inc., with its permission Page 3 of 3 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CONTRACTOR'S BLANKET FLEX ADDITIONAL INSURED ENDORSEMENT - FORM A This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART Policy Number CPP20675291501 Policy Expiration Date 02/01/2025 Named Insured L. H. Lacy Company, Ltd. Agency Number 0765330 Date 02/01/2024 Agency BOWEN MICLETTE & BRITT LLC Policy Effective Date 02/01/2024 Account Number 20017633 Issuing Company AMERISURE INSURANCE COMPANY A. SECTION II -WHO IS AN INSURED is amended to add as an additional insured: 1. Any person ororganization with whom you have agreed in a "written agreement" that such person or organization be added as an additional insured on this policy, and any other person or organization you are required to add as an additional insured under such "written agreement". 2. If "your work" began under a written letter of intent or written work order, any person or organization who issued the written letter of intent or written work order, but: a. such coverage will apply only for 30 calendar days following the date the written letter of intent or written work order was issued; and b. the person or organization is an additional insured only for, and to the extent of, liability arising out of "bodily injury", "property damage", or "personal and advertising injury" caused, in whole or in part, by your negligent acts or omissions, or the negligent acts or omissions of others working on your behalf, in the performance of your work as specified in the written letter of intent or written work order. This coverage does not apply to liability arising out of the independent acts or omissions of the additional insured. For the purposes of the coverage provided by this endorsement, a "written agreement" means a written contract or written agreement that: 1. requires you to include a person or organization as an additional insured for a period of time during the policy period; and 2. is executed prior to the occurrence of "bodily injury", "property damage", or "personal and advertising injury" that forms the basis for a claim under this policy. The insurance provided by this endorsement does not apply to any person or organization that is specifically listed as an additional insured on another endorsement attached to this policy. CG 73 24 03 23 Includes copyrighted material of the Insurance Services Office, Inc., with its permission Page 1 of 3 Policy Number: CPP20675291501 Effective Date: 02/01/2024-02/01/2025 B. The coverage provided to any person or organization added as an additional insured pursuant to Paragraph A.1 is limited as follows: 1. If the "written agreement" specifically and exclusively requires you to name the person or organization as an additional insured using the ISO CG 20 10 endorsement with edition dates of 11 85 or 10 01, or the ISO CG 20 37 10 01 endorsement, that person or organization is an additional insured, but only with respect to liability for "bodily injury", "property damage", or "personal and advertising injury" arising out of "your work" for that insured by or for you. 2. If the "written agreement" requires you to name the person or organization as an additional insured using the ISO CG 20 10 and or CG 20 37 endorsements without specifically and exclusively requiring the 11 85 or 10 01 edition dates, that person or organization is an additional insured, but only with respect to liability for "bodily injury", "property damage", or "personal and advertising injury" caused, in whole or in part, by your acts or omissions or the acts or omissions of those acting on your behalf. 3. If the "written agreement" requires you to name the person or organization as an additional insured for operations arising out of your work and does not specify an ISO additional insured endorsement, that person or organization is an additional insured, but only with respect to liability for "bodily injury", "property damage", or "personal and advertising injury" arising out of your acts or omissions, or the acts or omissions of others working on your behalf, in the performance of your work as specified in the "written agreement". This coverage does not apply to liability arising out of the sole negligence of the additional insured unless specifically required in the "written agreement". 4. If none of the above paragraphs apply, then the person or organization is an additional insured only for, and to the extent of, liability arising out of "bodily injury", "property damage", or "personal and advertising injury" caused, in whole or in part, by your negligent acts or omissions, or the negligent acts or omissions of others working on your behalf, in the performance of your work as specified in the "written agreement". This coverage does not apply to liability arising out of the independent acts or omissions of the additional insured. However, the insurance afforded to such additional insured only applies to the extent permitted by law. C. The insurance provided to an additional insured under this endorsement does not apply to: "Bodily injury" or "property damage" included in the "products -completed operations hazard" unless the "written agreement" specifically requires such coverage (including by specifically requiring the CG 20 10 11 85). To the extent the "written agreement" requires such coverage for a specified amount of time, the coverage provided by this endorsement is limited to the amount of time required for such coverage by the "written agreement". 2. "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: The preparing, approving, or failing to prepare or approve: (1) Maps; (2) Drawings; (3) Opinions; (4) Reports; (5) Surveys; (6) Change orders; CG 73 24 03 23 Includes copyrighted material of the Insurance Services Office, Inc., with its permission Page 2 of 3 Policy Number: CPP20675291501 Effective Date: 02/01/2024-0210112025 (7) Design specifications; and b. Supervisory, inspection, or engineering services. D. The limits of insurance that apply to the additional insured are the least of those specified in the "written agreement" or declarations of this policy. Coverage provided by this endorsement for any additional insured shall not increase the applicable Limits of Insurance shown in the Declarations. The limits of insurance that apply to the additional insured are inclusive of, and not in addition to, the Limits of Insurance shown in the Declarations. E. With respect to the coverage provided by this endorsement, SECTION IV— COMMERCIAL GENERAL LIABILITY CONDITIONS, Paragraph 4. Other Insurance is deleted and replaced with the following: 4. Other Insurance. a. Coverage provided by this endorsement is excess over any other valid and collectible insurance available to the additional insured whether: (1) Primary; (2) Excess; (3) Contingent; or (4) On any other basis. In addition, this insurance is excess over any self -insured retentions, deductibles, or captive retentions payable by the additional insured or payable by any person or organization whose coverage is available to the additional insured. However, if the "written agreement" requires primary and non-contributory coverage, this insurance will be primary and non-contributory relative only to the 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. For any other insurance available to the additional insured where that person or organization is not a Named Insured, this policy will share coverage with that other insurance based on the terms specified in Paragraph b. Method of Sharing below. b. Method of Sharing If all the other insurance permits contribution by equal shares, we will follow this method also. Under this method, each insurer contributes equal amounts until it has paid its applicable limit of insurance or none of the loss remains, whichever comes first. If any of the other insurance does not permit contribution by equal shares, we will contribute by limits. Under this method, each insurer's share is based on the ratio of its applicable limit of insurance to the total applicable limits of insurance of all insurers. CG 73 24 03 23 Includes copyrighted material of the Insurance Services Office, Inc., with its permission Page 3 of 3 Policy Number: CPP20675291501 Effective Date: 02/01/2024-02101/2025 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY, TEXAS CONTRACTOR'S GENERAL LIABILITY EXTENSION ENDORSEMENT TABLE OF CONTENTS Page 1. Additional Definitions 9 2. Aggregate Limits Per Location 7 3. Aggregate Limits Per Project 6 4. Blanket Contractual Liability — Railroads 3 5. Broadened Bodily Injury Coverage 10 6. Broadened Knowledge Of Occurrence 8 7. Broadened Legal Liability Coverage For Landlord's Business Personal Property 7 8. Broadened Liability Coverage For Damage To Your Product And Your Work 10 9. Broadened Who Is An Insured 3 10. Co -Employee Bodily Injury Coverage for Managers, Supervisors, Directors or Officers 4 [see provision 9, Broadened Who Is An Insured, paragraph 2.a.(1)] 11. Contractual Liability — Personal And Advertising Injury 3 12, Damage To Premises Rented To You — Specific Perils and Increased Limit 7 13. Designated Completed Projects — Amended Limits of Insurance 11 1 14. Extended Notice Of Cancellation And Nonrenewal 8 15. Incidental Malpractice Liability 6 16. Increased Medical Payments Limit 7 17, Mobile Equipment Redefined 9 18, Nonowned Watercraft 3 19. Product Recall Expense 2 1 20. Property Damage Liability — Alienated Premises 2 21. Property Damage Liability — Elevators And Sidetrack Agreements 2 22, Property Damage Liability — Property Loaned To The Insured Or Personal Property In The Care, 2 Custody And Control Of The Insured 23, Reasonable Force — Bodily Injury or Property Damage 10 24. Supplementary Payments 3 25. Transfer Of Rights (Blanket Waiver Of Subrogation) 8 26. Unintentional Failure To Disclose Hazards 8 Includes copyrighted material of Insurance Services Office, Inc. CG 70 63 04 17 Page 1 of 11 Policy Number: CPP20675291501 Effective Date: 02/01/2024-02/01/2025 16. BROADENED KNOWLEDGE OF OCCURRENCE Under 2. Duties In The Event Of Occurrence, Offense, Claim, Or Suit, paragraph a. is deleted and replaced and paragraphs e. and f. are added as follows: a. You must see to it that we are notified as soon as practicable of an 'occurrence" or an offense, regardless of the amount, which may result in a claim. Knowledge of an "occurrence" or an offense by your "employee(s)" shall not, in itself, constitute knowledge to you unless one of your partners, members, "executive officers," directors, or managers has knowledge of the "occurrence" or offense. To the extent possible, notice should include: (1) How, when and where the "occurrence" or offense took place; (2) The names and addresses of any injured persons and witnesses; and (3) The nature and location of any injury or damage arising out of the 'occurrence" or offense. e. If you report an "occurrence" to your workers compensation carrier that develops into a liability claim for which coverage is provided by this Coverage Form, failure to report such an "occurrence" to us at the time of the "occurrence" shall not be deemed a violation of paragraphs a., b., and c. above. However, you shall give written notice of this "occurrence" to us as soon you become aware that this "occurrence" may be a liability claim rather than a workers compensation claim. f. You must see to it that the following are done in the event of an actual or anticipated "covered recall" that may result in "product recall expense": (1) Give us prompt notice of any discovery or notification that "your product" must be withdrawn or recalled. Include a description of "your product" and the reason for the withdrawal or recall; (2) Cease any further release, shipment, consignment or any other method of distribution of like or similar products until it has been determined that all such products are free from defects that could be a cause of loss under the insurance. 17. UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS Paragraph 6. Representations is deleted and replaced with the following: 6. Representations By accepting this policy, you agree: a. The statements in the Declarations are accurate and complete; b. Those statements are based upon representations you made to us; and c. We have issued this policy in reliance upon your representations. We will not deny coverage under this Coverage Form if you unintentionally fail to disclose all hazards existing as of the inception date of this policy. You must report to us any knowledge of an error or omission in the description of any premises or operations intended to be covered by this Coverage Form as soon as practicable after its discovery. However, this provision does not affect our right to collect additional premium or exercise our right of cancellation or nonrenewal. 18. TRANSFER OF RIGHTS (BLANKET WAIVER OF SUBROGATION) Paragraph 8. Transfer of Rights Of Recovery Against Others To Us is deleted and replaced with the following: 8. If the insured has rights to recover all or part of any payment we have made under this Coverage Form, those rights are transferred to us. The insured must do nothing after loss to impair them. At our request, the insured will bring "suit" or transfer those rights to us and help us enforce them. However, if the insured has waived rights to recover through a written contract, or if "your work" was commenced under a letter of intent or work order, subject to a subsequent reduction to writing with customers whose customary contracts require a waiver, we waive any right of recovery we may have under this Coverage Form. 19. EXTENDED NOTICE OF CANCELLATION AND NONRENEWAL Includes copyrighted material of Insurance Services Office, Inc. Page 8of11 CG70630417 Policy Number: CA20675281402 Effective Date: 02/01/2024-02/01/2025 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. TEXAS ADVANTAGE COMMERCIAL AUTOMOBILE BROAD FORM ENDORSEMENT This endorsement modifies insurance provided under the BUSINESS AUTO COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. The premium for this endorsement is $ BROAD FORM INSURED SECTION II - LIABILITY COVERAGE, A.1. Who Is An Insured is amended by the addition of the following: d. Any organization you newly acquire or form, other than a partnership, joint venture or limited liability company, and over which you maintain ownership or a majority interest, will qualify as a Named Insured. However, (1) Coverage under this provision is afforded only until the end of the policy period; (2) Coverage does not apply to "accidents" or "loss" that occurred before you acquired or formed the organization; and (3) Coverage does not apply to an organization that is an "insured" under any other policy or would be an "insured" but for its termination or the exhausting of its limit of insurance. e. Any "employee" of yours using: (1) A covered "auto" you do not own, hire or borrow, or a covered "auto" not owned by the "employee" or a member of his or her household, while performing duties related to the conduct of your business or your personal affairs; or (2) An "auto" hired or rented under a contract or agreement in that "employee's" name, with your permission, while performing duties related to the conduct of your business. However, your "employee" does not qualify as an insured underthis paragraph (2) while using a covered "auto" rented from you or from any member of the "employee's" household. Your members, if you are a limited liability company, while using a covered "auto" you do not own, hire or borrow and while performing duties related to the conduct of your business or your personal affairs. g. Any person or organization with whom you agree in a written contract, written agreement or permit, to provide insurance such as is afforded under this policy, but only with respect to your covered "autos". This provision does not apply: (1) Unless the written contract or agreement is executed or the permit is issued prior to the "bodily injury" or "property damage"; (2) To any person or organization included as an insured by an endorsement or in the Declarations; or (3) To any lessor of "autos" unless: (a) The lease agreement requires you to provide direct primary insurance for the lessor; (b) The "auto" is leased without a driver; and Includes copyrighted material of Insurance Services Office, Inc. CA 71 1811 09 Page 1 of 5 Policy Number: CA20675281402 Effective Date: 02/01/2024-02/01/2025 (c) The lease had not expired. Leased "autos" covered under this provision will be considered covered "autos" you own and not covered "autos" you hire. h. Any legally incorporated organization or subsidiary in which you own more than 50% of the voting stock on the effective date of this endorsement. This provision does not apply to "bodily injury" or "property damage" for which an "insured" is also an insured under any other automobile policy or would be an insured under such a policy, but for its termination or the exhaustion of its limits of insurance, unless such policy was written to apply specifically in excess of this policy. 2. COVERAGE EXTENSIONS -SUPPLEMENTARY PAYMENTS Under Section II - LIABILITY COVERAGE, A.2.a. Supplementary Payments, paragraphs (2) and (4) are deleted and replaced as follows: (2) Up to $2,500 for the cost of bail bonds (including bonds for related traffic law violations) required because of an "accident" we cover. We do not have to furnish these bonds. (4) All reasonable expenses incurred by the "insured" at our request, including actual loss of earnings up to $500 a day because of time off from work. 3. AMENDED FELLOW EMPLOYEE EXCLUSION Under SECTION II - LIABILITY COVERAGE, B. EXCLUSIONS, paragraph 5. Fellow Employee is deleted and replaced by the following: 5. Fellow Employee "Bodily injury" to: a. Anyfellow "employee" of the "insured" arising out of and in the course of the fellow "employee's" employment or while performing duties related to the conduct of your business. However, this exclusion does not apply to your "employees" that are officers, managers, supervisors or above. Coverage is excess over any other collectible insurance. b. The spouse, child, parent, brother or sister of that fellow "employee" as a consequence of paragraph a. above. 4. HIRED AUTO PHYSICAL DAMAGE COVERAGE AND LOSS OF USE EXPENSE A. Under SECTION III -PHYSICAL DAMAGE COVERAGE, A. COVERAGE, the following is added: If any of your owned covered "autos" are covered for Physical Damage, we will provide Physical Damage coverage to "autos" that you or your "employees" hire or borrow, under your name or the "employee's" name, for the purpose of doing your work. We will provide coverage equal to the broadest physical damage coverage applicable to any covered "auto" shown in the Declarations, Item Three, Schedule of Covered Autos You Own, or on any endorsements amending this schedule. B. Under SECTION III -PHYSICAL DAMAGE COVERAGE, A.4. Coverage Extensions. paragraph b. Loss Of Use Expenses is deleted and replaced with the following: b. Loss Of Use Expenses For Hired Auto Physical Damage, we will pay expenses for which an "insured" becomes legally responsible to pay for loss of use of a vehicle rented or hired without a driver, under a written rental contract or agreement. We will pay for loss of use expenses if caused by: (1) Other than collision, only if the Declarations indicate that Comprehensive Coverage is provided for any covered "auto"; Includes copyrighted material of Insurance Services Office, Inc. Page 2 of 5 CA 71 1811 09 Policy Number: CA20675281402 Effective Date: 02/01 /2024-02101 /2025 (2) Specified Causes of Loss, only if the Declarations indicate that Specified Causes Of Loss Coverage is provided for any covered "auto'; or (3) Collision, only if the Declarations indicate that Collision Coverage is provided for any covered "auto". However, the most we will payfor any expenses for loss of use is $30 per day, to a maximum of $2,000. C. Under SECTION IV— BUSINESS AUTO CONDITIONS, B. General Conditions, 5. Other Insurance, paragraph b. is replaced by the following: b. For Hired Auto Physical Damage, the following are deemed to be covered "autos" you own: 1. Any covered "auto" you lease, hire, rent or borrow; and 2. Any covered "auto" hired or rented by your "employees" under a contract in that individual "employee's" name, with your permission, while performing duties related to the conduct of your business. However, any "auto" that is leased, hired, rented or borrowed with a driver is not a covered "auto", nor is any "auto" you hire from any of your "employees", partners (if you are a partnership), members (if you are a limited liability company), or members of their households. 5. LOAN OR LEASE GAP COVERAGE Under SECTION III — PHYSICAL DAMAGE COVERAGE, A. COVERAGE, the following is added: If a covered "auto" is owned or leased and if we provide Physical Damage Coverage on it, we will pay, in the event of a covered total "loss", any unpaid amount due on the lease or loan for a covered "auto", less: (a) The amount paid under the Physical Damage Section of the policy; and: (b) Any: (1) Overdue lease or loan payments including penalties, interest or other charges resulting from overdue payments at the time of the "loss'; (2) Financial penalties imposed under a lease for excessive use, abnormal wear and tear or high mileage; (3) Costs for extended warranties, Credit Life Insurance, Health, Accident or Disability Insurance purchased with the loan or lease; (4) Security deposits not refunded by lessor; and (5) Carry-over balances from previous loans or leases. 6. RENTAL REIMBURSEMENT Under SECTION III - PHYSICAL DAMAGE COVERAGE, AA. Coverage Extensions, paragraph a. Transportation Expenses is deleted and replaced by the following: a. Transportation Expenses (1) We will pay up to $75 per day to a maximum of $2,000 for transportation expense incurred by you because of covered "loss". We will pay only for those covered "autos" for which you carry Collision Coverage or either Comprehensive Coverage or Specified Causes of Loss Coverage. We will pay for transportation expenses incurred during the period beginning 24 hours after the covered "loss" and ending, regardless of the policy's expiration, when the covered "auto" is returned to use or we payfor its "loss". This coverage is in addition to the otherwise applicable coverage you have on a covered "auto". No deductibles apply to this coverage. Includes copyrighted material of Insurance Services Office, Inc. CA 71 18 1109 Page 3 of 5 Policy Number: CA20675281402 Effective Date: 02101/2024-02/01/2025 (2) This coverage does not apply while there is a spare or reserve "auto" available to you for your operation. 7. AIRBAG COVERAGE Under SECTION III - PHYSICAL DAMAGE, B. EXCLUSIONS, paragraph 3. is deleted and replaced by the following: 3. We will not pay for "loss" caused by or resulting from any of the following unless caused by other "loss" that is covered by this insurance: (1) Wear and tear, freezing, mechanical or electrical breakdown. However, this exclusion does not include the discharge of an airbag. (2) Blowouts, punctures or other road damage to tires. 8. GLASS REPAIR —WAIVER OF DEDUCTIBLE Section III — PHYSICAL DAMAGE COVERAGE, D. Deductible is amended to add the following: No deductible applies to glass damage if the glass is repaired rather than replaced. 9. COLLISION COVERAGE —WAIVER OF DEDUCTIBLE Under Section III - PHYSICAL DAMAGE COVERAGE, D. Deductible is amended to add the following: When there is a loss to your covered "auto" insured for Collision Coverage, no deductible will apply if the loss was caused by a collision with another "auto" insured by us. 10. KNOWLEDGE OF ACCIDENT Under SECTION IV - BUSINESS AUTO CONDITIONS, A. Loss Conditions, 2. Duties In The Event Of Accident, Claim, Suit Or Loss, paragraph a. is deleted and replaced by the following: a. You must see to it that we are notified as soon as practicable of an "accident", claim, "suit" or "loss". Knowledge of an "accident", claim, "suit" or "loss" by your "employees" shall not, in itself, constitute knowledge to you unless one of your partners, executive officers, directors, managers, or members (if you area limited liability company) has knowledge of the "accident", claim, "suit" or "loss". Notice should include: (1) How, when and where the "accident" or "loss" occurred; (2) The "insured's" name and address; and (3) To the extent possible, the names and addresses of any injured persons and witnesses. 11. TRANSFER OF RIGHTS (BLANKET WAIVER OF SUBROGATION) Under SECTION IV - BUSINESS AUTO CONDITIONS, A. Loss Conditions paragraph 5. Transfer Of Rights Of Recovery Against Others To Us is deleted and replaced by the following: 5. Transfer Of Rights Of Recovery Against Others To Us If any person or organization to or for whom we make payment under this Coverage Form has rights to recover damages from another, those rights are transferred to us. That person or organization must do everything necessary to secure our rights and must do nothing after "accident" or "loss" to impair them. However, if the "insured" has waived rights to recover through a written contract, or if your work was commenced under a letter of intent or work order, subject to a subsequent reduction in writing with customers whose customary contracts require a waiver, we waive any right of recovery we may have under this Coverage Form. Includes copyrighted material of Insurance Services Office, Inc. Page 4 of 5 CA 71 1811 09 Policy Number: CA20675281402 Effective Date: 0210112024-02101/2025 12. UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS Under SECTION IV - BUSINESS AUTO CONDITIONS , B. General Conditions, paragraph 2. Concealment, Misrepresentation Or Fraud is amended by the addition of the following: We will not deny coverage under this Coverage Form if you unintentionally fail to disclose all hazards existing as of the inception date of this policy. You must report to us any knowledge of an error or omission in your representations as soon as practicable after its discovery. This provision does not affect our right to collect additional premium or exercise our right of cancellation or non -renewal. 13. BLANKET COVERAGE FOR CERTAIN OPERATIONS IN CONNECTION WITH RAILROADS When required by written contract or written agreement, the definition of "insured contract' is amended as follows: The exception contained in paragraph H.3. relating to construction or demolition operations on or within 50 feet of a railroad; and — Paragraph H.a. are deleted with respect to the use of a covered "auto" in operations for, or affecting, a railroad. Includes copyrighted material of Insurance Services Office, Inc. CA 71 1811 09 Page 5 of 5 Policy Number: CA20675281402 Effective Date: 02/01/2024-02/01/2025 COMMERCIAL AUTO CA 71 6510 07 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED INSURED - PRIMARY COVERAGE This endorsement modifies insurance provided under the BUSINESS AUTO COVERAGE FORM The provisions of the Coverage Form apply unless changed by this endorsement. This endorsement identifies person(s) or organization(s) who are "insured" under the Who Is An Insured Provision of the Coverage Form. This endorsement changes the policy on the inception date of the policy, unless another date is shown below. Endorsement Effective: 02/01/2024 Countersigned By: Named Insured: L. H. LACY COMPANY, LTD. (Authorized Representative) (No entry may appear above. If so, information to complete this endorsement is in the Declarations.) Section II — Liability Coverage, A. Coverage, 1. Who Is An Insured is amended to add: Any Person or Organization with whom you have an "insured contract" which requires: i. that Person or Organization to be added as an "insured" under this policy; and ii. this policy to be primary and non-contributory to any like insurance available to the Person or Organization. Each such person or organization is an "insured" for Liability Coverage. They are an "insured" only if that person or organization is an "insured" under in SECTION II of the Coverage Form. The contract between the Named Insured and the person or organization is an "insured contract". Includes copyrighted material of the Insurance Services Office, Inc., with its permission. CA 71 65 10 07 Insurance Services Office., 1998. Page 1 of 1 Policy Number: CU21165750302 Effective Date: 02101/2024-02/01/2025 COMMERCIAL LIABILITY UMBRELLA CU 00 01 0413 COMMERCIAL LIABILITY UMBRELLA COVERAGE FORM Various provisions in this policy restrict coverage. Read the entire policy carefully to determine rights, duties and what is and is not covered. Throughout this policy the words "you" and "your" refer to the Named Insured shown in the Declarations, and any other person or organization qualifying as a Named Insured under this policy. The words "we", "us" and "our" refer to the company providing this insurance. The word "insured" means any person or organization qualifying as such under Section II — Who Is An Insured. Other words and phrases that appear in quotation marks have special meaning. Refer to Section V — Definitions. SECTION I — COVERAGES COVERAGE A — BODILY INJURY AND PROPERTY DAMAGE LIABILITY 1. Insuring Agreement No other obligation or liability to pay sums or perform acts or services is covered unless explicitly provided for under Supplementary Payments — Coverages A and B. b. This insurance applies to "bodily injury" or "property damage" that is subject to an applicable "retained limit". If any other limit, such as a sublimit, is specified in the "underlying insurance", this insurance does not apply to "bodily injury" or "property damage" arising out of that exposure unless that limit is specified in the Declarations under the Schedule of "underlying insurance". C. This insurance applies to "bodily injury" and "property damage" only if: (1) The "bodily injury" or "property damage" is caused by an "occurrence" that takes place in the "coverage territory"; (2) The "bodily injury" or "property damage" occurs during the policy period; and a. We will pay on behalf of the insured the (3) Prior to the policy period, no insured listed "ultimate net loss" in excess of the "retained under Paragraph 1.a. of Section II —Who Is limit" because of "bodily injury" or "property An Insured and no "employee" authorized damage" to which this insurance applies. We by you to give or receive notice of an will have the right and duty to defend the "occurrence" or claim, knew that the "bodily insured against any "suit" seeking damages for injury" or "property damage" had occurred, such "bodily injury" or "property damage" when in whole or in part. If such a listed insured the "underlying insurance" does not provide or authorized "employee" knew, prior to the coverage or the limits of 'underlying insurance policy period, that the "bodily injury" or have been exhausted. When we have no duty "property damage" occurred, then any to defend, we will have the right to defend, or continuation, change or resumption of such to participate in the defense of, the insured "bodily injury" or "property damage" during against any other "suit" seeking damages to or after the policy period will be deemed to which this insurance may apply. However, we have been known prior to the policy period. will have no duty to defend the insured against any "suit" seeking damages for "bodily injury" d. "Bodily injury" or "property damage" which or "property damage" to which this insurance occurs during the policy period and was not, does not apply. At our discretion, we may prior to the policy period, known to have investigate any "occurrence" that may involve occurred by any insured listed under this insurance and settle any resultant claim or Paragraph 1.a. of Section II —Who Is An 'suit„ for which we have the duty to defend. Insured or any "employee" authorized by you to But: give or receive notice of an "occurrence" or claim, includes any continuation, change or (1) The amount we will pay for the "ultimate net resumption of that "bodily injury" or "property loss" is limited as described in Section III — damage" after the end of the policy period. Limits Of Insurance; and (2) Our right and duty to defend ends when we have used up the applicable limit of insurance in the payment of judgments or settlements under Coverages A or B. CU 00 01 0413 © Insurance Services Office, Inc.,2012 Page 1 of 18 Policy Number: CU21165750302 Effective Date: 02/01/2024-02/01/2025 (d) Cooperate with us with respect to coordinating other applicable insurance available to the indemnitee; and (2) Provides us with written authorization to: (a) Obtain records and other information related to the "suit"; and (b) Conduct and control the defense of the indemnitee in such "suit". So long as the above conditions are met, attorneys' fees incurred by us in the defense of that indemnitee, necessary litigation expenses incurred by us and necessary litigation expenses incurred by the indemnitee at our request will be paid as Supplementary Payments. Notwithstanding the provisions of Paragraph 2.b.(2) of Section I — Coverage A — Bodily Injury And Property Damage Liability, such payments will not be deemed to be damages for "bodily injury" and "property damage" and will not reduce the limits of insurance. Our obligation to defend an insured's indemnitee and to pay for attorneys' fees and necessary litigation expenses as Supplementary Payments ends when we have used up the applicable limit of insurance in the payment of judgments or settlements or the conditions set forth above, or the terms of the agreement described in Paragraph f. above, are no longer met. SECTION 11— WHO IS AN INSURED 1. Except for liability arising out of the ownership, maintenance or use of "covered autos": a. If you are designated in the Declarations as: (1) An individual, you and your spouse are insureds, but only with respect to the conduct of a business of which you are the sole owner. (2) A partnership or joint venture, you are an insured. Your members, your partners, and their spouses are also insureds, but only with respect to the conduct of your business. (3) A limited liability company, you are an insured. Your members are also insureds, but only with respect to the conduct of your business. Your managers are insureds, but only with respect to their duties as your managers. (4) An organization other than a partnership, joint venture or limited liability company, you are an insured. Your "executive officers" and directors are insureds, but only with respect to their duties as your officers or directors. Your stockholders are also insureds, but only with respect to their liability as stockholders. (5) A trust, you are an insured. Your trustees are also insureds, but only with respect to their duties as trustees. b. Each of the following is also an insured: (1) Your "volunteer workers" only while performing duties related to the conduct of your business, or your "employees", other than either your "executive officers" (if you are an organization other than a partnership, joint venture or limited liability company) or your managers (if you are a limited liability company), but only for acts within the scope of their employment by you or while performing duties related to the conduct of your business. However, none of these "employees" or "volunteer workers" are insureds for: (a) "Bodily injury" or "personal and advertising injury": (i) To you, to your partners or members (if you are a partnership or joint venture), to your members (if you are a limited liability company), to a co - "employee" in the course of his or her employment or performing duties related to the conduct of your business or to your other "volunteer workers" while performing duties related to the conduct of your business; (ii) To the spouse, child, parent, brother or sister of that co -"employee" or "volunteer worker" as a consequence of Paragraph (a)(i) above; or (III) For which there is any obligation to share damages with or repay someone else who must pay damages because of the injury described in Paragraph (a)(i) or (ii) above. (b) "Property damage" to property: (1) Owned, occupied or used by; (ii) Rented to, in the care, custody or control of, or over which physical control is being exercised for any purpose by; you, any of your "employees", "volunteer workers", any partner or member (if you are a partnership or joint venture), or any member (if you are a limited liability company). (2) Any person (other than your "employee" or "volunteer worker"), or any organization while acting as your real estate manager. Page 10 of 18 0 Insurance Services Office, Inc.,2012 CU 00 01 0413 Policy Number: CU21165750302 Effective Date: 02/01/2024-0210112025 (3) Any person or organization having proper temporary custody of your property if you die, but only: (a) With respect to liability arising out of the maintenance or use of that property; and (b) Until your legal representative has been appointed. (4) Your legal representative if you die, but only with respect to duties as such. That representative will have all your rights and duties under this Coverage Part. c. Any organization you newly acquire or form, other than a partnership, joint venture or limited liability company, and over which you maintain ownership or majority interest, will qualify as a Named Insured if there is no other similar insurance available to that organization. However: (1) Coverage under this provision is afforded only until the 90th day after you acquire or form the organization or the end of the policy period, whichever is earlier; (2) Coverage A does not apply to "bodily injury" or "property damage" that occurred before you acquired or formed the organization; and (3) Coverage B does not apply to "personal and advertising injury" arising out of an offense committed before you acquired or formed the organization. 2. Only with respect to liability arising out of the ownership, maintenance or use of "covered autos": a. You are an insured. b. Anyone else while using with your permission a "covered auto" you own, hire or borrow is also an insured except: (1) The owner or anyone else from whom you hire or borrow a "covered auto". This exception does not apply if the "covered auto" is a trailer or semitrailer connected to a "covered auto" you own. (2) Your "employee" if the "covered auto" is owned by that "employee" or a member of his or her household. (3) Someone using a "covered auto" while he or she is working in a business of selling, servicing, repairing, parking or storing "autos" unless that business is yours. (4) Anyone other than your "employees", partners (if you are a partnership), members (if you are a limited liability company), or a lessee or borrower or any of their "employees", while moving property to or from a "covered auto". (5) A partner (if you are a partnership), or a member (if you are a limited liability company) for a "covered auto" owned by him or her or a member of his or her household. (6) "Employees" with respect to "bodily injury" to: (a) Any fellow "employee" of the insured arising out of and in the course of the fellow "employee's" employment or while performing duties related to the conduct of your business; or (b) The spouse, child, parent, brother or sister of that fellow "employee" as a consequence of Paragraph (a) above. c. Anyone liable for the conduct of an insured described above is also an insured, but only to the extent of that liability. 3. Any additional insured under any policy of "underlying insurance" will automatically be an insured under this insurance. Subject to Section III — Limits Of Insurance, if coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: a. Required by the contract or agreement, less any amounts payable by any "underlying insurance"; or b. Available under the applicable Limits of Insurance shown in the Declarations; whichever is less. Additional insured coverage provided by this insurance will not be broader than coverage provided by the "underlying insurance". No person or organization is an insured with respect to the conduct of any current or past partnership, joint venture or limited liability company that is not shown as a Named Insured in the Declarations. CU 00 01 0413 0 Insurance Services Office, Inc.,2012 Page 11 of 18 Policy Number: CU21165750302 Effective Date: 02101/2024-02/01/2025 (2) Authorize us to obtain records and other information; (3) Cooperate with us in the investigation or settlement of the claim or defense against the "suit"; and (4) Assist us, upon our request, in the enforcement of any right against any person or organization which may be liable to the insured because of injury or damage to which this insurance may also apply. d. No insured will, except at that insured's own cost, voluntarily make a payment, assume any obligation, or incur any expense, other than for first aid, without our consent. 4. Legal Action Against Us No person or organization has a right under this Coverage Part: a. To join us as a party or otherwise bring us into a "suit" asking for damages from an insured; or b. To sue us on this Coverage Part unless all of its terms have been fully complied with. A person or organization may sue us to recover on an agreed settlement or on a final judgment against an insured; but we will not be liable for damages that are not payable under the terms of this Coverage Part or that are in excess of the applicable limit of insurance. An agreed settlement means a settlement and release of liability signed by us, the Insured and the claimant or the claimant's legal representative. 5. Other Insurance a. This insurance is excess over, and shall not contribute with any of the other insurance, whether primary, excess, contingent or on any other basis. This condition will not apply to insurance specifically written as excess over this Coverage Part. When this insurance is excess, we will have no duty under Coverages A or B to defend the insured against any "suit" if any other insurer has a duty to defend the insured against that "suit". If no other insurer defends, we will undertake to do so, but we will be entitled to the insured's rights against all those other insurers. b. When this insurance is excess over other insurance, we will pay only our share of the "ultimate net loss" that exceeds the sum of: (1) The total amount that all such other insurance would pay for the loss in the absence of the insurance provided under this Coverage Part; and (2) The total of all deductible and self -insured amounts under all that other insurance. 6. Premium Audit a. We will compute all premiums for this Coverage Part in accordance with our rules and rates. b. Premium shown in this Coverage Part as advance premium is a deposit premium only. At the close of each audit period we will compute the earned premium for that period and send notice to the first Named Insured. The due date for audit and retrospective premiums is the date shown as the due date on the bill. If the sum of the advance and audit premiums paid for the policy period is greater than the earned premium, we will return the excess to the first Named Insured. c. The first Named Insured must keep records of the information we need for premium computation, and send us copies at such times as we may request. 7. Representations Or Fraud By accepting this policy, you agree: a. The statements in the Declarations are accurate and complete; b. Those statements are based upon representations you made to us; c. We have issued this policy in reliance upon your representations; and d. This policy is void in any case of fraud by you as it relates to this policy or any claim under this policy. 8. Separation Of Insureds Except with respect to the Limits of Insurance, and any rights or duties specifically assigned in this Coverage Part to the first Named Insured, this insurance applies: a. As if each Named Insured were the only Named Insured; and b. Separately to each insured against whom claim is made or "suit" is brought. 9. Transfer Of Rights Of Recovery Against Others To Us If the insured has rights to recover all or part of any payment we have made under this Coverage Part, those rights are transferred to us. The insured must do nothing after loss to impair them. At our request, the insured will bring "suit" or transfer those rights to us and help us enforce them. CU 00 01 0413 0 Insurance Services Office, Inc.,2012 Page 13 of 18 Policy Number: CU21165750302 Effective Date: 0210112024-02/01/2025 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIMARY NON-CONTRIBUTORY COVERAGE WHEN REQUIRED BY WRITTEN AGREEMENT This endorsement modifies insurance provided under the following: COMMERCIAL LIABILITY UMBRELLA COVERAGE FORM With respect to any additional insured coverage provided under this policy, or by any endorsement to this policy, SECTION IV — CONDITIONS, paragraph 5. Other Insurance is deleted and replaced by the following: 5.Other Insurance a. Coverage provided by this endorsement is excess over any other valid and collectible insurance available to the additional insured whether: (1) Primary; (2) Excess; (3) Contingent; or (4) On any other basis. In addition, this insurance is excess over any self -insured retentions, deductibles, or captive retentions payable by the additional insured or payable by any person or organization whose coverage is available to the additional insured. However, if a "written agreement" requires primary and non-contributory coverage, this insurance will be primary and non-contributory relative only to the 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. For any other insurance available to the additional insured where that person or organization is not a Named Insured, this policy will share coverage with that other insurance based on the terms specified in Paragraph b. Method of Sharing below. b. Method of Sharing If all the other insurance permits contribution by equal shares, we will follow this method also. Under this method, each insurer contributes equal amounts until it has paid its applicable limit of insurance or none of the loss remains, whichever comes first. If any of the other insurance does not permit contribution by equal shares, we will contribute by limits. Under this method, each insurer's share is based on the ratio of its applicable limit of insurance to the total applicable limits of insurance of all insurers. For the purposes of the coverage provided by this endorsement, a "written agreement" means a written contract or written agreement that: 1. requires you to include a person or organization as an additional insured for a period of time during the policy period; and 2. is executed prior to the occurrence of "bodily injury", "property damage", or "personal and advertising injury" that forms the basis for a claim under this policy. CU 74 67 03 23 Includes copyrighted material of the Insurance Services Offices, Inc with its permission Page 1 of 1 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 42 03 04 B (Ed. 6-14) TEXAS WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in Item 3.A. of the Information Page. We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule, but this waiver applies only with respect to bodily injury arising out of the operations described in the Schedule where you are required by a written contract to obtain this waiver from us. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. The premium for this endorsement is shown in the Schedule. Schedule 1. ( ) Specific Waiver Name of person or organization (X) Blanket Waiver Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver. 2. Operations: 3. Premium: The premium charge for this endorsement shall be 0.020 percent of the premium developed on payroll in connection with work performed for the above person(s) or organization(s) arising out of the operations described. 4. Advance Premium: This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 02/01/2024 Policy No. WC20675301401 Endorsement No.0 Insured Premium $ L. H. Lacy Company, Ltd. Insurance Company Countersigned by WC420304B (Ed. 6-14) ©Copyright 20114 National Council on Compensation Insurance, Inc. All Rights Reserved. Policy Number: TUE019900513 GREAT AMERICAN INSURANCE CO Effective Date: 02101/2024-02/01/2025 410660 TAU 9500 (Ed, 11 97) EXCESS LIABILITY POLICY There are provisions In this policy that restrict coverage. Read the entire policy carefully to determine rights, duties and what is and is not covered. Words and phrases In quotation marks have special meaning and can be found In the Definitions Section or the specific policy provision where they appear. In consideration of the payment of the premium and In reliance upon the statements in the Declarations We agree with you to provide coverage as follows: INSURING AGREEMENTS L COVERAGE We will pay on behalf of the Insured "loss" in excess of the Underlying Limits of Insurance shown in Item 5, of the Declarations, but only up to an amount not exceeding the Company's Limits of Insurance as shown in Item 4, of the Declarations. Except for the terms, conditions, definitions and exclusions of this policy, the coverage provided by this policy will follow the First Underlying Insurance Policy, as shown in Item 5. of the Declarations. The inclusion or addition hereunder of more than one Insured shall not operate to increase the Company's Limits of Insurance beyond that set forth in Item 4. of the Declarations. We will be furnished a complete copy of the First Underlying Insurance Policy described in Item 5, of the Declarations. IL LIMITS OF INSURANCE A. The Limits of Insurance shown in the Dec- larations and the rules below describe the most we will pay regardless of the num- ber of: 1. Insureds; 2. claims made or suits brought; or 3. Persons or organizations making claims or bringing suits. B. The Limits of Insurance of this policy will apply as follows: 1. This policy applies only in excess of the Underlying Limits of Insurance shown in Item 5, of the Declarations. 2. The aggregate limit shown in Item 4, of the Declarations is the most we will pay for all "loss" that Is subject to an aggregate limit provided by the First Underlying Insurance Policy, The ag- gregate limit applies separately and in the same manner as the aggregate lim- its provided by the First Underlying In- surance Policy. 3. Subject to B.2., the occurrence limit stated in Item 4. of the Declarations is the most we will pay for all "loss" arising out of any one occurrence to which this policy applies. 4. Subject to Paragraphs 8.2. and B.3. above, if the underlying Limits of In- surance stated in Item 5. of the Dec- larations are reduced or exhausted solely by payment of "loss," such in- surance provided by this policy will apply in excess of the reduced Under- lying Limits or, if all Underlying Limits are exhausted, will apply as underlying insurance subject to the same terms, conditions, definitions and exclusions of the First Underlying Insurance Poli- cy, except for the terms, conditions, definitions and exclusions of this poli- cy. S. The Limits of Insurance of this policy apply separately to each consecutive annual period and to any remaining pe- TAU 9500 (Ed. 1 1 /97) XS (Page 1 of 5) Policy Number: TUE019900513 GREAT AMERICAN INSURANCE CO Effective Date: 02/01/2024-02101/2025 410660 riod of less than 12 months, starting with the beginning of the policy period shown in the Declarations, unless the policy period is extended after issu- ance for an additional period of less than 12 months, In that case, the addi- tional period will be deemed part of the last preceding period for purposes of determining the Limits of Insurance. III. DEFENSE A. We will not be required to assume charge of the investigation of any claim or de- fense of any suit against you. 2, exposure to testing for, monitoring of, cleaning up, removing, containing or treating of asbestos, asbestos pro- ducts, asbestos -containing materials or products, asbestos fibers or as- bestos dust; or any obligation to investigate, settle or defend, or indemnify any person against any claim or suit arising out of, or related in any way, either directly or indirectly, to asbestos, asbestos pro- ducts, asbestos -containing materials or products, asbestos fibers or as- bestos dust. B. Any "loss": B. We will have the right, but not the duty, to be associated with you or your underlying 1. with respect to which any Insured un- insurer or both in the investigation of any der this policy is also an Insured under claim or defense of any suit which in our a nuclear energyliability Y policy issued opinion may create liability on us for "loss" p y y by Nuclear Energy Liability Insurance under this policy. If we exercise such Association, Mutual Atomic, Energy Li - right, we will do so at our own expense. ability Underwriters, Nuclear Insurance Association of Canada or any of their C. If all Underlying Limits of Insurance stated successors, or would be an Insured in Item 5. of the Declarations are ex- under any such policy but for its ter- hausted solely by payment of "loss," we mination upon exhaustion of its Limit shall have the right but not the duty to of Insurance; or investigate and settle any claim or assume the defense of any suit which in our opin- 2, resulting from the "hazardous prop - ion may give rise to a "loss" under this erties" of "nuclear material" and with policy. Such investigation or defense shall respect to which: be at our own expense. We may, how- ever, withdraw from the defense of such a. a person or organization is re - suit and tender the continued defense to quired to maintain financial pro - you if our applicable Limits of Insurance tection pursuant to the Atomic stated In Item 4. of the Declarations are Energy Act of 1954, or any law exhausted by payment of "loss." amendatory thereof, or IV. EXCLUSIONS b. any Insured is, or had this policy not been issued would be, entitled This policy does not apply to: to indemnity from the United States of America, or any agency thereof, under any agreement en - A. Any "loss," including, but not limited to tered into by the United States of settlements, judgments, costs, charges, America, or any agency thereof, expenses, costs of investigations, or the with any person or organization. fees of attorneys, experts, or consultants arising out of or related in any way, either Any injury or "nuclear property damage" directly or indirectly, to: resulting from the "hazardous properties" of "nuclear material", if: 1. asbestos, asbestos products, asbes- tos -containing materials or products, 1. the "nuclear material" asbestos fibers or asbestos dust, in- cluding, but not limited to, manufac- a. is at any "nuclear facility" owned ture, mining, use, sale, installation, re- by, or operated by or on behalf moval, or distribution activities; of, any Insured; or TAU 9500 (Ed. 11/97) XS (Page 2 of 5) Policy Number: TUE019900513 GREAT AMERICAN INSURANCE CO Effective Date: 02/01/2024-0210112025 410660 b. has been discharged or dispersed or uranium 233 or any combina- therefrom; tion thereof, or more than 250 grams of uranium 236; 2. the "nuclear material" is contained in "spent fuel" or "nuclear waste" at any time possessed, handled, used, pro- cessed, stored, transported or dis- posed of by or on behalf of any In- sured; or 3. the Injury or "nuclear property dam- age" arises out of the furnishing by any Insured of services, materials, parts or equipment in connection with the planning, construction, mainten- ance, operation or use of any "nuclear facility," but if such facility is located within the United States of America, its territories or possessions or Canada, this Exclusion 8.3. applies only to "nu- clear property damage" to such "nu- clear facility" and any property therein. As used in this exclusion: 1. "Hazardous properties" include radio- active, toxic or explosive properties. 2. "Nuclear facility" means: a. any "nuclear reactor"; b. any equipment or device designed or used for: (1) separating the isotopes of uranium or plutonium, (2) processing or utilizing "spent fuel," or (3) handling, processing or packaging "nuclear waste"; c. any equipment or device used for the processing, fabricating or al- loying of "special nuclear material" if at any time the total amount of such material in the custody of the insured at the premises where such equipment or device is lo- cated consists of or contains more than 25 grams of plutonium d. any structure, basin, excavation, premises or place prepared or used for the storage or disposal of "nuclear waste," and includes the site on which any of the foregoing is located, all oper- ations conducted on such site and all premises used for such oper- ations; 3. "Nuclear material" means "source ma- terial," "special nuclear material" or "by-product material." 4. "Nuclear property damage" includes all forms of radioactive contamination of property. 5. "Nuclear reactor" means any apparatus designed or used to sustain nuclear fission in a self-supporting chain re- action or to contain a critical mass of fissionable material. 6. "Nuclear Waste" means any "nuclear waste" material: a. containing "by-product material" other than the tailings of "nuclear wastes" produced by the extrac- tion or concentration of uranium or thorium from any ore pro- cessed primarily for Its "source material" content, and b. resulting from the operation by any person or organization of any "nuclear facility" included within the definition of "nuclear facility" under Paragraph C.2.a. or C.2.16. 7. "Source material," "special nuclear ma- terial," and "by-product" material have the meanings given them in the Atomic Energy Act of 1954 or In any law amendatory thereof. 8. "Spent fuel" means any fuel element or fuel component, solid or liquid, which has been used or exposed to radiation in a "nuclear reactor." TAU 9500 (Ed. 11197) XS (Page 3 of 5) Policy Number: TUE019900513 GREAT AMERICAN INSURANCE CO Effective Date: 02/01/2024-02/01/2025 410660 V. DEFINITIONS "Loss" means those sums which you are le- gally obligated to pay as damages, after mak- ing proper deductions for all recoveries and salvage. VI. CONDITIONS A. Appeals In the event you or any underlying insurer elects not to appeal a judgment in excess of the amount of the Underlying Insurance, we may elect to appeal at our expense. If we do so elect, we will be liable for the costs and additional interest accruing dur- Ing this appeal. In no event will this provi- sion increase our liability beyond the ap- plicable Limits of Insurance described in Section II. of this policy. B. Bankruptcy or Insolvency The bankruptcy, insolvency or inability to pay of any Insured will not relieve us from our obligation to pay "loss" covered by this policy. In the event of bankruptcy, insolvency or refusal or inability to pay, of any under- lying insurer, the insurance afforded by this policy will not replace such underlying insurance, but will apply as if the under- lying insurance was fully available and col- lectible. C. Cancellation 1, You may cancel this policy. You must mail or deliver advance written notice to us stating when the cancellation is to take effect. 2. We may cancel this policy. If we can- cel because of nonpayment of pre- mium, we must mail or deliver to you not less than ten (10) days advance written notice stating when the can- cellation is to take effect. If we cancel for any other reason, we must mall or deliver to you not less than thirty (30) days advance written notice stating when the cancellation is to take effect. Mailing that notice to you at your mail- ing address shown in Item 1. of the Declarations will be sufficient to prove notice. 3. The policy period will end on the day and hour stated in the cancellation no- tice. 4. If we cancel, final premium will be cal- culated pro rata based on the time this policy was In force. 5. If you cancel, final premium will be more than pro rata; it will be based on the time this policy was in force and increased by our short rate cancella- tion table and procedure, 6. Premium adjustment may be made at the time of cancellation or as soon as practicable thereafter but the cancella- tion will be effective even if we have not made or offered any refund due you. Our check or our representative's check, mailed or delivered, will be sufficient tender of any refund due you. 7. The first Named Insured in Item 1. of the Declarations will act on behalf of all other Insureds with respect to the giving and receiving of notice of can- cellation and the receipt of any refund that may become payable under this policy. 8. Any of these provisions that conflict with a law that controls the cancella- tion of the insurance in this policy is changed by this statement to comply with the law. D. Maintenance of Underlying Insurance During the period of this policy, you agree: 1. To keep the policies listed In the Schedule of Underlying Insurance in full force and effect; 2. That the Limits of Insurance of the policies listed in the Schedule of Un- derlying Insurance will be maintained except for any reduction or exhaus- tion of aggregate limits by payment of claims or suits for "loss" covered by Underlying Insurance. TAU 9500 (Ed. 11/97) XS (Page 4 of 5) Policy Number: TUE019900513 GREAT AMERICAN INSURANCE CO Effective Date: 02/01/2024-02/01/2025 410660 If you fail to comply with these require- ments, we will only be liable to the same extent that we would have been had you fully complied with these requirements, E. Notice of Occurrence 1. You must see to it that we are notified as soon as practicable of an occur- rence which may result in a "loss" covered under this policy. To the ex- tent possible, notice will include: a. how, when and where the occur- rence took place; b. the names and addresses of any injured persons and witnesses; c. the nature and location of any in- jury or damage arising out of the occurrence. 2. If a claim or suit against any Insured is reasonably likely to involve this policy you must notify us in writing as soon as practicable. 3. You and any other involved Insured must: a. Immediately send us copies of any demands, notices, summonses or legal papers received in con- nection with the claim or suit; b. authorize us to obtain records and other information; c. cooperate with us in the inves- tigation, settlement or defense of the claim or suit; and d. assist us, upon our request, in the enforcement of any right against any person or organization which may be liable to the Insured be- cause of injury or damage to which this insurance may also ap- ply. 4. The Insureds will not, except at their own cost, voluntarily make a payment, assume any obligation, or incur any expense, other than for first aid, with- out our consent. F. Other Insurance If other insurance applies to a "loss" that is also covered by this policy, this policy will apply excess of the other insurance. Nothing herein will be construed to make this policy subject to the terms, conditions and limitations of such other insurance. However, this provision will not apply if the other insurance is specifically written to be excess of this policy. Other insurance includes any type of self- insurance or other mechanism by which an Insured arranges for funding of legal liabilities. G. Terms Conformed to Statute The terms of this Policy which are in con- flict with the statutes of the state where this Policy is issued are amended to con- form to such statutes. If we are prevented by law or statute from paying on behalf of the Insured, then we will, where permitted by law or statute, indemnify the Insured. H. When "Loss" is Payable Coverage under this policy will not apply unless and until the Insured or the In- sured's underlying insurance has paid or is obligated to pay the full amount of the Underlying Limits of Insurance stated in Item 5, of the Declarations. When the amount of "loss" has finally been determined, we will promptly pay on be- half of the Insured the amount of "loss" covered under the terms of this policy. TAU 9500 (Ed. 11/97) XS (Page 5 of 5) GREAT AMERICAN INSURANCE CO Policy Number: TUE019900513 410660 Effective Date: 02/01/2024-02/01/2025 TAU 9999 (Ed. 11 /97) GENERAL ENDORSEMENT THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY, TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US IT IS AGREED THAT SECTION VI - CONDITIONS IS AMENDED TO INCLUDE THE FOLLOWING: M. TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US IF ANY INSURED HAS RIGHTS TO RECOVER ALL OR PART OF ANY PAYMENT WE HAVE MADE UNDER THIS POLICY, THOSE RIGHTS ARE TRANSFERRED TO US. THE INSURED MUST DO NOTHING AFTER LOSS TO IMPAIR THOSE RIGHTS AND MUST HELP US ENFORCE THEM. ANY RECOVERIES WILL BE APPLIED AS FOLLOWS: 1, ANY INTERESTS, INCLUDING THE INSURED, THAT HAVE PAID AN AMOUNT IN EXCESS OF OUR PAYMENT UNDER THIS POLICY WILL BE REIMBURSED FIRST; 2. WE THEN WILL BE REIMBURSED TO THE AMOUNT WE HAVE PAID; AND 3, LASTLY, ANY INTERESTS, INCLUDING THE INSURED, OVER WHICH OUR INSURANCE IS EXCESS, ARE ENTITLED TO CLAIM THE RESIDUE. EXPENSES INCURRED IN THE EXERCISE OF RIGHTS OF RECOVERY WILL BE APPORTIONED BETWEEN THE INTERESTS, INCLUDING THOSE OF THE INSURED, IN THE RATIO OF THEIR RESPECTIVE RECOVERIES AS FINALLY SETTLED. IN CONSIDERATION FOR THE PREMIUM PAID FOR THIS ENDORSEMENT, THIS POLICY WAIVES ANY RIGHT OF RECOVERY WE MAY HAVE AGAINST THE PERSON OR ORGANIZATION SHOWN BELOW BECAUSE OF PAYMENTS WE MAKE CAUSED BY ANY LIABILITY TO WHICH THIS POLICY APPLIES PROVIDED THAT THE INSURED WAIVED SUCH RIGHT AS PART OF A WRITTEN CONTRACT PRIOR TO A LOSS, AND THEN ONLY TO THE EXTENT THAT SUCH INSURANCE IS PROVIDED BY A POLICY LISTED IN THE SCHEDULE OF UNDERLYING INSURANCE, AND FOR NO BROADER COVERAGE THAN IS PROVIDED BY SUCH POLICY. THIS WAIVER ONLY APPLIES TO A PERSON OR ORGANIZATION FOR WHOM OR WHICH YOU ARE REQUIRED BY WRITTEN CONTRACT OR AGREEMENT TO PROVIDE A WAIVER FOR RIGHTS OF RECOVERY AGAINST SUCH PERSON OR ORGANIZATION, SUBJECT TO THE CONDITIONS SET FORTH IN THIS ENDORSEMENT. THIS ENDORSEMENT DOES NOT CHANGE ANY OTHER PROVISION OF THE POLICY. TAU 9999 (Ed. 11/97) PRO (Page 1 of 1 ) Policy Number: TUE019900513 GREAT AMERICAN INSURANCE CO410660 Effective Date: 02101/2024-02/01/2025 TAU 9999 (Ed. 11/97) GENERAL ENDORSEMENT THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY, AMENDMENT OF CONDITIONS -OTHER INSURANCE PARAGRAPH F. OTHER INSURANCE UNDER SECTION VI -CONDITIONS IS HEREBY DELETED AND REPLACED BY THE FOLLOWING: F, IF OTHER INSURANCE APPLIES TO A "LOSS" THAT IS ALSO COVERED BY THIS POLICY, THIS POLICY WILL APPLY EXCESS OF THE OTHER INSURANCE, EXCEPT AS PROVIDED BY A POLICY LISTED IN THE SCHEDULE OF UNDERLYING INSURANCE AND FOR NO BROADER COVERAGE THAN IS PROVIDED BY SUCH POLICY, AND SOLELY WITH RESPECT TO A WRITTEN CONTRACT ENTERED INTO BY THE INSURED PRIOR TO ANY "LOSS" FOR WHICH THE INSURED IS LEGALLY LIABLE, AND WHICH REQUIRES THAT THIS INSURANCE APPLY PRIOR TO ANY OTHER INSURANCE AVAILABLE TO AN ADDITIONAL INSURED IN EXCESS OF THE UNDERLYING COVERAGE BUT ONLY FOR THE PERSON OR ORGANIZATION THAT IS SHOWN IN SCHEDULE A BELOW. NOTHING HEREIN WILL BE CONSTRUED TO MAKE THIS POLICY SUBJECT TO THE TERMS, CONDITIONS AND LIMITATIONS OF SUCH OTHER INSURANCE, IN ADDITION, THIS PROVISION WILL NOT APPLY IF THE OTHER INSURANCE IS SPECIFICALLY WRITTEN BE EXCESS OF THIS POLICY. THERE IS NO COVERAGE AFFORDED UNDER THIS ENDORSEMENT FOR ANY PERSON OR ORGANIZATION THAT IS SHOWN IN SCHEDULE A BELOW FOR "LOSS" ARISING FROM THE SOLE NEGLIGENCE OF ANY PERSON OR ORGANIZATION THAT IS SHOWN IN SCHEDULE A BELOW OR BY THOSE ACTING ON THEIR BEHALF, SCHEDULE A 1. ANY PERSON OR ORGANIZATION FOR WHOM OR FOR WHICH YOU ARE REQUIRED BY WRITTEN CONTRACT OR AGREEMENT TO PROVIDE INSURANCE ON A PRIMARY AND NON-CONTRIBUTORY BASIS, SUBJECT TO THE TERMS AND CONDITIONS OF THIS POLICY. OTHER INSURANCE INCLUDES ANY TYPE OF SELF-INSURANCE OR OTHER MECHANISM BY WHICH AN INSURED ARRANGES FOR FUNDING OF LEGAL LIABILITIES. THIS ENDORSEMENT DOES NOT CHANGE ANY OTHER PROVISION OF THE POLICY. TAU 9999 (Ed. 11/97) PRO (Page 1 0f 1 ) Policy Number: EX3W71299024 Effective Date: 02/01/2024-02101/2025 EXCESS (FOLLOWING FORM) EXCESS (FOLLOWING FORM) LIABILITY INSURANCE THIS POLICY PROVIDES FOLLOWING FORM COVERAGE AND WILL BE CLAIMS -MADE WHEN FOLLOWING CLAIMS -MADE "CONTROLLING UNDERLYING INSURANCE". PLEASE READ THE ENTIRE FORM CAREFULLY, Various provisions in this insurance restrict coverage. Read the entire contract carefully to determine rights, duties and what is and is not covered. Throughout this insurance the words "you" and "your" refer to the Named Insured shown in the Declarations and any other person or organization qualifying as a Named Insured under this policy. The words "we", "us" and "our" refer to the Company providing this insurance. The word "insured" means any person or organization qualifying as such under Section II — Who Is An Insured. Other words and phrases that appear in quotation marks have special meaning. Refer to Section V — Definitions. SECTION I — EXCESS (FOLLOWING FORM) LIABILITY COVERAGE 1. INSURING AGREEMENT a. We will pay on behalf of the insured those sums, in excess of the "applicable underlying limit", that the insured becomes legally obli- gated to pay as damages to which this insur- ance applies, provided that the "controlling underlying insurance" would apply to such damages but for the exhaustion of its appli- cable limits of insurance. If a sublimit is speci- fied in any "underlying insurance", this insur- ance does not apply to damages that are in excess of that sublimit unless such sublimit is shown for that "underlying insurance" in the Schedule Of Underlying Insurance or the Schedule Of Controlling Underlying Insurance in the Declarations. b. This insurance is subject to: (1) The same terms, conditions, agreements, exclusions and definitions as the "control- ling underlying insurance", except with respect to any provisions to the contrary contained in this insurance; and (2) Any additional exclusions not contained in the "controlling underlying insurance" that are contained in any other "underlying in- surance". c. For the purposes of Paragraph a. above, the applicable limit of insurance stated for the policies of "underlying insurance" in the Schedule Of Underlying Insurance or the Schedule Of Controlling Underlying Insurance in the Declarations can only be reduced or exhausted by the following payments: (1) Payments of judgments or settlements for damages that are covered by such "un- derlying insurance". However, if such "underlying insurance" has a policy period which differs from the policy period of this Excess (Following Form) Liability Insur- ance Policy, none of such payments can be for damages that would not be cov- ered by this Excess (Following Form) Li- ability Insurance Policy because of its dif- ferent policy period; or (2) "Medical expenses" incurred for bodily in- jury caused by an accident that takes place during the policy period of this Ex- cess (Following Form) Liability Insurance Policy. If the applicable limit of insurance stated for the policies of "underlying insurance" in the Schedule Of Underlying Insurance or the Schedule Of Controlling Underlying Insurance in the Declarations are reduced or exhausted by other payments, this insurance is not in- validated. However, in the event of a loss, we will pay only to the extent that we would have paid had such limit not been reduced or ex- hausted by such other payments. 2. DEFENSE OF CLAIMS OR SUITS a. We will have no duty to defend any claim or "suit" regardless of whether the claim or "suit" is for damages to which this insurance ap- plies. b. We will have the right but not the duty to as- sociate in the investigation, settlement or de- fense of any claims or "suits" for damages to which this insurance is likely to apply. c. We may investigate and settle any claim or "suit" at our discretion. XP 00 01 05 14 0 2013 The Travelers Indemnity Company. All rights reserved. Page 1 of 7 EXCESS (FOLLOWING FORM) Policy Number: EX3W71299024 Effective Date: 02/01 /2024-02/01 /2025 d. We will pay, with respect to any claim or "suit" for which we associate in the defense of the claim or "suit" or for which we pay our part of a judgment: (1) All expenses we incur. (2) The cost of appeal bonds and bonds to release attachments, but only for bond amounts within the "applicable limit of in- surance". We do not have to furnish these bonds. (3) Prejudgment interest awarded against the insured on that part of the judgment we pay. If we make an offer to pay the "ap- plicable limit of insurance", we will not pay any prejudgment interest based on that period of time after the offer. These payments will not reduce the "applica- ble limit of insurance". 3. EXCLUSIONS In addition to the exclusions contained in any "underlying insurance", the following exclusions apply to this insurance: a. Asbestos (1) Damages arising out of the actual or al- leged presence or actual, alleged or threatened dispersal of asbestos, asbes- tos fibers or products containing asbes- tos, provided that the damages are caused or contributed to by the hazard- ous properties of asbestos. (2) Damages arising out of the actual or al- leged presence or actual, alleged or threatened dispersal of any solid, liquid, gaseous or thermal irritant or contami- nant, including smoke, vapors, soot, fumes, acids, alkalis, chemicals and waste, and that is part of any claim or "suit" which also alleges any damages described in Paragraph (1) of this exclu- sion. (3) Any loss, cost or expense arising out of any: (a) Request, demand, order or statutory or regulatory requirement that any in- sured or others test for, monitor, clean up, remove, contain, treat, de- toxify or neutralize, or in any way re- spond to, or assess the effects of, asbestos, asbestos fibers or products containing asbestos; or (b) Claim or "suit" by or on behalf of a governmental authority because of testing for, monitoring, cleaning up, removing, containing, treating, detoxi- fying or neutralizing, or in any way responding to, or assessing the ef- fects of, asbestos, asbestos fibers or products containing asbestos. b. Employment -Related Practices Damages because of injury to: (1) A person arising out of any: (a) Refusal to employ that person; (b) Termination of that person's employ- ment; or (c) Employment -related practices, policy, act or omission, such as coercion, demotion, evaluation, reassignment, discipline, failure to promote or ad- vance, harassment, humiliation, dis- crimination, libel, slander, violation of the person's right of privacy, mali- cious prosecution or false arrest, de- tention or imprisonment, applied to or directed at that person, regardless of whether such practice, policy, act or omission occurs, is applied or is committed before, during or after the time of that person's employment; or (2) The spouse, child, parent, brother or sis- ter of that person as a consequence of in- jury to that person as described in Para- graph (1) (a), (b) or (c) of this exclusion. This exclusion applies: (1) Whether the insured may be held liable as an employer or in any other capacity; and (2) To any obligation to share damages with or repay someone else who must pay damages because of the injury. c. ERISA, COBRA and Similar Laws Any obligation of the insured under: (1) The Employees Retirement Income Secu- rity Act Of 1974 (ERISA); (2) The Consolidated Omnibus Budget Rec- onciliation Act of 1985 (COBRA); or (3) Any similar common or statutory law of any jurisdiction; including any amendments to such laws. d. War Damages arising out of: (1) War, including undeclared or civil war; or Page 2 of 7 0 2013 The Travelers Indemnity Company. All rights reserved. XP 00 01 05 14 Policy Number: EX3W71299024 Effective Date: 02/01 /2024-02/01 /2025 EXCESS (FOLLOWING FORM) (2) Warlike action by a military force, includ- ing action in hindering or defending against an actual or expected attack, by any government, sovereign or other au- thority using military personnel or other agents; or (3) Insurrection, rebellion, revolution, usurped power, or action taken by gov- ernmental authority in hindering or de- 3. fending against any of these. SECTION II— WHO IS AN INSURED Any person or organization qualifying as an insured under the "controlling underlying insurance" is an in- sured under this policy. If you have agreed to provide insurance for that per- son or organization in a written contract or agreement: 1. The limits of insurance afforded to such person or organization will be: a. The amount by which the minimum limits of insurance you agreed to provide such person or organization in such written contract or agreement exceed the total limits of insur- ance of all applicable "underlying insurance"; or If a policy of "underlying insurance" that is imme- diately underlying this policy applies a separate products -completed operations aggregate limit in that same policy, a separate Aggregate Limit will apply to all damages covered under this policy that would have been subject to such products - completed operations aggregate limit in that pol- icy of "underlying insurance". Subject to Paragraph 2. above, the Occurrence Limit is the most we will pay for all damages cov- ered under this policy arising out of any one "event" to which the applicable "controlling under- lying insurance" applies a limit of insurance that is separate from the aggregate limit of insurance under that insurance. 4. The limits of this insurance apply separately to each consecutive annual period and to any re- maining period of less than 12 months. The policy period begins with the effective date shown in the Declarations. If the policy period is extended after issuance for an additional period of less than 12 months, the additional period will be deemed part of the last preceding period. SECTION IV — CONDITIONS 1. APPEALS b. The Limits of Insurance of this policy shown a. If the insured or the insured's "underlying in - in the Declarations; surer" elects not to appeal a judgment which whichever is less; and exceeds the "applicable underlying limit", we 2. Coverage under this policy does not apply to such may do so. person or organization if the minimum limits of in- b. If we appeal such a judgment, we will pay all surance you agreed to provide such person or or- costs of the appeal. These sums are in addi- ganization in such written contract or agreement tion to the "applicable limit of insurance". In are wholly within the total limits of insurance of all no event will our liability exceed the "applica- applicable "underlying insurance", ble limit of insurance". SECTION III— LIMITS OF INSURANCE 2. BANKRUPTCY 1. The Limits of Insurance shown in the Declarations and the rules below fix the most we will pay re- gardless of the number of: a. Insureds; b. Claims made or "suits" brought; or c. Persons or organizations making claims or bringing "suits". 2. The Aggregate Limit is the most we will pay for all damages covered under this policy, except: Bankruptcy or insolvency of the insured or of the insured's estate will not relieve us of our obliga- tions under this insurance. In the event of bankruptcy or insolvency of any "underlying insurer", this insurance will not re- place such bankrupt or insolvent "underlying in- surer's" policy, and this insurance will apply as if such "underlying insurer" not become bankrupt or insolvent. 3. CANCELLATION a. Damages because of injury or damage in- a. The first Named Insured shown in the Decla- cluded in the "auto hazard"; or rations may cancel this insurance by mailing b. Damages because of injury or damage for or delivering to us advance written notice of which insurance is provided under any Air- cancellation. craft Liability coverage included as "control- ling underlying insurance" to which no aggre- gate limit applies. XP 00 01 05 14 0 2013 The Travelers Indemnity Company. All rights reserved. Page 3 of 7 EXCESS (FOLLOWING FORM) Policy Number: EX3W71299024 Effective Date: 02/01/2024-02/01/2025 b. We may cancel this insurance by mailing or delivering to such first Named Insured written notice of cancellation at least: (1) 10 days before the effective date of can- cellation if we cancel for nonpayment of premium; or (2) 30 days before the effective date of can- cellation if we cancel for any other rea- son. c. We will mail or deliver our notice to such first Named Insured's last mailing address known to us. d. Notice of cancellation will state the effective date of cancellation. The policy period will end on that date. e. If this insurance is cancelled, we will send such first Named Insured any premium refund due. The refund will be pro rata. The cancel- lation will be effective even if we have not made or offered a refund. f. If notice is mailed, proof of mailing will be suf- ficient proof of notice. 4. CHANGES This policy contains all the agreements between you and us concerning the insurance afforded. No change can be made in terms of this insurance except with our consent. The terms of this insur- ance can be amended or waived only by en- dorsement issued by us and made a part of this insurance. S. DUTIES REGARDING AN EVENT, CLAIM OR SUIT a. You must see to it that we are notified promptly of an "event" which may result in a claim under this insurance. Notice should in- clude: (1) How, when and where the "event" took place; and (2) The names and addresses of any per- sons or organizations sustaining injury, damage or loss, and the names and ad- dresses of any witnesses. b. If a claim is made or "suit" is brought against any insured which may result in a claim against this insurance, you must see to it that we receive prompt written notice of the claim or "suit". c. The insured must: (1) Cooperate with the "underlying insurers"; (2) Comply with the terms of the "controlling underlying insurance"; and (3) Pursue all rights of contribution or indem- nity against any person or organization who may be liable to the insured because of the injury, damage or loss for which in- surance is provided under this policy or any policy of "underlying insurance". d. If we associate in the investigation, settlement or defense of any claim or "suit", the insured must cooperate with us. 6. EXAMINATION OF YOUR BOOKS AND RE- CORDS We may examine and audit your books and re- cords as they relate to this insurance: a. At any time during the policy period; b. Up to three years after the end of the policy period; and c. Within one year after final settlement of all claims under this insurance. 7. INSPECTIONS AND SURVEYS We have the right but are not obligated to: a. Make inspections and surveys at any time; b. Give you reports on the conditions we find; and c. Recommend changes. Any inspections, surveys, reports or recommen- dations relate only to insurability and the premi- ums to be charged. We do not make safety in- spections. We do not undertake to perform the duty of any person or organization to provide for the health or safety of workers or the public. We do not warrant that conditions: a. Are safe or healthful; or b. Comply with laws, regulations, codes or stan- dards. 8. LEGAL ACTION AGAINST US No person or organization has a right under this insurance: a. To join us as a party or otherwise bring us into a "suit" asking for damages from an in- sured; or b. To sue us on this insurance unless all of its terms have been fully complied with. A person or organization may sue us to recover on an agreed settlement or on a final judgment against an insured. We will not be liable for dam- ages that: Page 4 of 7 0 2013 The Travelers Indemnity Company. All rights reserved. XP 00 01 05 14 Policy Number: EX3W71299024 Effective Date: 02/01/2024-02101/2025 EXCESS (FOLLOWING FORM) a. Are not payable under the terms of this insur- ance; or b. Are in excess of the "applicable limit of insur- ance". An agreed settlement means a settlement and re- lease of liability signed by us, by the insured and by the claimant or the claimant's legal representa- tive. MAINTENANCE OF UNDERLYING INSURANCE The insurance afforded by each policy of "under- lying insurance" will be maintained for the full pol- icy period of this Excess (Following Form) Liability Insurance Policy. This provision does not apply to the reduction or exhaustion of the aggregate limit or limits of such "underlying insurance" solely by payments as permitted in paragraph 1.c. of Sec- tion I — Excess Liability Coverage. As such poli- cies expire, you will renew them at limits and with coverage at least equal to the expiring limits of in- surance. If you fail to comply with the above re- quirements, this insurance is not invalidated. However, in the event of a loss, we will pay only to the extent that we would have paid had you complied with the above requirements. The first Named Insured shown in the Declara- tions must give us a written notice of any change in the "underlying insurance" as respects: a. Coverage; b. Limits of insurance; c. Termination of any coverage; or d. Exhaustion of aggregate limits. If you are unable to recover from any "underlying insurer" because you fail to comply with any term or condition of your "underlying insurance", this insurance is not invalidated. However, we will pay for any loss only to the extent that we would have paid had you complied with that term or condition in that "underlying insurance". 10. OTHER INSURANCE This insurance is excess over any valid and col- lectible other insurance whether such other insur- ance is stated to be primary, contributing, excess, contingent or otherwise. This provision does not apply to a policy bought specifically to apply as excess of this insurance or as quota share with this insurance. (2) Us or any of our affiliated insurance com- panies; (3) Any risk retention group; (4) Any self-insurance method or program, including any failure to buy insurance, or decision to not buy insurance, for any reason, in which case the insured will be deemed to be the provider of other insur- ance; or (5) Any similar risk transfer or risk manage- ment method. b. Does not include any "underlying insurance". 11. OUR RIGHT TO RECOVER FROM OTHERS If we make a payment under this insurance, the insured will assist us and the "underlying insurer" in recovering what we paid by using the insured's rights of recovery. Reimbursement will be made in the following order: a. First, to any person or organization (including us or the insured) who has paid any amount in excess of the applicable limit of insurance"; b. Next, to us; and c. Then, to any person or organization (including the insured and the "underlying insurer") that is entitled to claim the remainder, if any. Expenses incurred in the process of recovery will be divided among all persons or organizations re- ceiving amounts recovered according to the ratio of their respective recoveries. 12. PREMIUM a. The first Named Insured shown in the Decla- rations is responsible for the payment of all premiums and will be the payee for any return premiums. b. If the premium is a flat charge, it is not subject to adjustment except as provided in Para- graph d. below. c. If the premium is other than a flat charge, it is an advance premium only. The earned pre- mium will be computed at the end of the pol- icy period, or at the end of each year of the policy period if the policy period is two years or longer, at the rate shown in the Declara- tions, subject to the Minimum Premium. As used anywhere in this policy, other insurance: d. Additional premium may become payable a. Means insurance, or the funding of losses, when coverage is provided for additional in - that is provided by, through or on behalf of: sureds under the provisions of Section II — Who Is An Insured. (1) Another insurance company; XP 00 01 05 14 © 2013 The Travelers Indemnity Company. All rights reserved. Page 5 of 7 EXCESS (FOLLOWING FORM) Policy Number: EX3W71299024 Effective Date: 02/01/2024-02/01/2025 13. PREMIUM AUDIT If this policy is auditable: a. The first Named Insured shown in the Decla- rations must keep records of the information we need for premium computation, and send us copies at such times as we may request. b. At the close of each audit period, we will compute the earned premium for that period. c. Audit premiums are due and payable on no- tice to such first Named Insured. d. If the sum of the advance and audit premiums paid for the policy period is greater than the earned premium, we will return the excess to such first Named Insured, subject to the Minimum Premium. 14. REPRESENTATIONS By accepting this insurance, you agree: a. The statements in the Declarations and any subsequent notice relating to "underlying in- surance" are accurate and complete; b. Those statements are based upon represen- tations you made to us; and c. We have issued this insurance in reliance upon your representations. 15. SEPARATION OF INSUREDS Except with respect to the Limits of Insurance, and any rights or duties specifically assigned in this policy to the first Named Insured shown in the Declarations, this insurance applies: a. As if each Named Insured were the only Named Insured; and b. Separately to each insured against whom claim is made or "suit" is brought. 16. TRANSFER OF YOUR RIGHTS AND DUTIES UNDER THIS INSURANCE Your rights and duties under this insurance may not be transferred without our written consent ex- cept in the case of death of an individual Named Insured. If you die, your rights and duties will be trans- ferred to your legal representative but only while acting within the scope of duties as your legal representative. Until your legal representative is appointed, anyone having proper temporary cus- tody of your property will have your rights and du- ties but only with respect to that property. 17. WHEN LOSS IS PAYABLE If we are liable under this insurance, we will pay for injury, damage or loss after: a. The insured's liability is established by: (1) A court decision; or (2) A written agreement between the claim- ant, the insured, any "underlying insurer" and us; and b. The amount of the "applicable underlying limit" is paid by or on behalf of the insured . 18. WHEN WE ARE PROHIBITED FROM PAYING DAM AGES ON BEHALF OF AN INSURED If the laws or regulations of a country or jurisdic- tion prohibit us from paying, on behalf of an in- sured, amounts that the insured is legally obli- gated to pay as damages to which this insurance applies, the insured may pay such damages with our consent. If the insured gives us proof of such payments, we will repay the insured for such damages. But we will only repay the insured for such damages until we have used up the "applicable limit of in- surance" in the payment of judgments or settle- ments. 19. WHEN WE ARE PROHIBITED FROM PAYING OTHER EXPENSES ON BEHALF OF AN IN- SURED If the laws or regulations of a country or jurisdic- tion prohibit us from paying expenses described in Paragraph 2.d. of Section I — Excess Liability Coverage on behalf of an insured, we will repay the insured for such expenses that the insured in- curs with our consent. 20. CURRENCY Payments for damages or expenses described in Paragraph 2.d. of Section I — Excess Liability Coverage will be in the currency of the United States of America. At our sole option, we may make these payments in a different currency. Any necessary currency conversion for such pay- ments will be calculated based on the rate of ex- change published in the Wall Street Journal im- mediately proceeding the date the payment is processed. SECTION V — DEFINITIONS 1. "Applicable limit of insurance" means the maxi- mum amount we will pay as damages in accor- dance with Section III — Limits Of Insurance. 2. "Applicable underlying limit" means the sum of: a. The applicable limit of insurance stated for the policies of "underlying insurance" in the Schedule Of Underlying Insurance or the Schedule Of Controlling Underlying Insurance in the Declarations less the amount by which Page 6 of 7 © 2013 The Travelers Indemnity Company. All rights reserved. XP 00 01 05 14 Policy Number: EX3W71299024 Effective Date: 02/01/2024-02/01/2025 EXCESS (FOLLOWING FORM) that limit has been reduced solely by pay- 6. "Medical expenses" means expenses to which ments as permitted in paragraph 1.c. of Sec- any Medical Payments section of any policy of tion I — Excess Liability Coverage; and Commercial General Liability "underlying insur- b. The applicable limit of insurance of any other ance" applies. insurance that applies. 7. "Suit" means a civil proceeding. "Suit" includes: The limits of insurance in any policy of "underlying a. An arbitration proceeding which the insured �� apply even insurance will lif: p g must submit or does submit with our consent; a. The "underlying insurer" claims the insured failed to comply with any condition of the pol- icy; or b. The "underlying insurer" becomes bankrupt or insolvent. 3. "Auto hazard" means all bodily injury and property damage for which liability insurance is afforded under the terms, other than limits of insurance, of the auto policy of "controlling underlying insur- ance". 4. "Controlling underlying insurance": or b. Any other alternative dispute resolution pro- ceeding to which the insured submits with our consent. 8. "Underlying insurance": a. Means the policy or policies of insurance listed in the Schedule Of Controlling Underly- ing Insurance in the Declarations. b. Includes any renewal or replacement of such policies if such renewal or replacement is dur- ing the policy period of this Excess (Following Form) Liability Insurance Policy. c. Does not include any part of the policy period of any of the policies de scribed in Paragraphs 9 a. or b. above that began before, or that con- tinues after, the policy period of this Excess (Following Form) Liability Insurance Policy. 5. "Event' means an occurrence, offense, accident, act, error or omission or other unit. a. Means the policy or policies of insurance listed in the Schedule Of Underlying Insur- ance or the Schedule Of Controlling Underly- ing Insurance in the Declarations. b. Includes any renewal or replacement of such policies if such renewal or replacement is dur- ing the policy period of this Excess (Following Form) Liability Insurance Policy. c. Does not include any part of the policy period of any of the policies de scribed in Paragraphs a. or b. above that began before, or that con- tinues after, the policy period of this Excess (Following Form) Liability Insurance Policy. "Underlying insurer" means any insurer which provides a policy of insurance listed in the Schedule Of Underlying Insurance or the Sched- ule Of Controlling Underlying Insurance in the Declarations. XP 00 01 05 14 0 2013 The Travelers Indemnity Company. All rights reserved. Page 7 of 7 EXCESS (FOLLOWING FORM) POLICY NUMBER: EX3W71299024 EFFECTIVE DATE: 02/01/2024-02/01/2025 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF RIGHTS OF RECOVERY FROM OTHERS This endorsement modifies insurance provided under the following: EXCESS (FOLLOWING FORM) LIABILITY INSURANCE SCHEDULE OF DESIGNATED PERSONS OR ORGANIZATIONS Name of Person or Organization: ANY PERSON OR ORGANIZATION WITH WHOM YOU HAVE AGREED IN A WRITTEN CONTRACT OR AGREEMENT TO WAIVE YOUR RIGHT OF RECOVERY. PROVISIONS The following is added to Paragraph 11., OUR RIGHT TO RECOVERY FROM OTHERS, in SECTION IV — CONDITIONS: If the insured has rights to recover all or part of any payment we have made under this insurance, those rights are transferred to us unless the insured has waived its rights of recovery against a person or organization shown in the Schedule Of Designated Persons Or Organizations above in a contract or agreement that is executed before loss. In that case, we will waive any right of recovery we would otherwise have against such person or organization. XP 00 91 10 16 0 2016 The Travelers Indemnity Company. All rights reserved. Page 1 of 1 EXCESS (FOLLOWING FORM) POLICY NUMBER: EX3W71299024 Effective Date: 02/01/2024-02/01/2025 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. AMENDMENT - OTHER INSURANCE - DESIGNATED PERSONS OR ORGANIZATIONS FOR WHOM YOU HAVE AGREED IN A WRITTEN CONTRACT TO PROVIDE INSURANCE This endorsement modifies insurance provided under the following: EXCESS (FOLLOWING FORM) LIABILITY INSURANCE SCHEDULE OF DESIGNATED PERSONS OR ORGANIZATIONS Person or Organization: ANY PERSON OR ORGANIZATION THAT YOU AGREE IN A WRITTEN CONTRACT TO INCLUDE AS AN ADDITIONAL INSURED ON THIS POLICY PROVIDED THAT SUCH WRITTEN CONTRACT: 1. WAS SIGNED AND EXECUTED BY YOU BEFORE, AND IS IN EFFECT WHEN, THE DAMAGES OCCUR; AND 2. SPECIFICALLY REQUIRES THAT THE INSURANCE PROVIDED BY THIS POLICY FOR THAT PERSON OR ORGANIZATION APPLY ON A PRIMARY BASIS OR A PRIMARY AND NON—CONTRIBUTORY BASIS. Project or Location: ANY PROJECT TO WHICH SUCH WRITTEN CONTRACT DESCRIBED IN THE NAME OF PERSON(S) OR ORGANIZATIONS) SECTION OF THIS SCHEDULE APPLIES. PROVISIONS The following is added to Paragraph 10., OTHER IN- SURANCE., of SECTION IV — CONDITIONS.: However, for any person or organization shown in the Schedule Of Designated Persons Or Organizations that qualifies as an insured under SECTION II — WHO IS AN INSURED for the project or location shown in that schedule, if the written contract in which you have agreed to provide insurance for that person or organi- zation specifically requires that this insurance apply on a primary basis or a primary and non-contributory basis, his insurance will apply as if other insurance available to that person or organization under which that person or organization qualifies as a named in- sured does not exist, and we will not share with that other insurance. But this insurance still is excess over any valid and collectible other insurance, whether such insurance is stated to be primary, contributing, excess, contingent or otherwise, which covers that person or organization as an additional insured or as any other insured that does not qualify as a named insured. XP 01 65 02 14 © 2014 The Travelers Indemnity Company. All rights reserved. Page 1 of 1 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CONTRACTOR'S BLANKET FLEX ADDITIONAL INSURED ENDORSEMENT - FORM A This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART Policy Number CP220675291501 Policy Expiration Date 02/01/2025 Named Insured L. H. Lacy Company, Ltd. Agency Number 0765330 Date 02/01/2024 Agency BOWEN MICLETTE & BRITT LLC Policy Effective Date 02/01/2024 Account Number 20017633 Issuing Company AMERISURE INSURANCE COMPANY A. SECTION II -WHO IS AN INSURED is amended to add as an additional insured: 1. Any person ororganization with whom you have agreed in a "written agreement" that such person or organization be added as an additional insured on this policy, and any other person or organization you are required to add as an additional insured under such "written agreement". 2. If "your work" began under a written letter of intent or written work order, any person or organization who issued the written letter of intent or written work order, but: a. such coverage will apply only for 30 calendar days following the date the written letter of intent or written work order was issued; and b. the person or organization is an additional insured only for, and to the extent of, liability arising out of "bodily injury", "property damage", or "personal and advertising injury" caused, in whole or in part, by your negligent acts or omissions, or the negligent acts or omissions of others working on your behalf, in the performance of your work as specified in the written letter of intent or written work order. This coverage does not apply to liability arising out of the independent acts or omissions of the additional insured. For the purposes of the coverage provided by this endorsement, a "written agreement' means a written contract or written agreement that: 1. requires you to include a person or organization as an additional insured for a period of time during the policy period; and 2. is executed prior to the occurrence of "bodily injury", "property damage", or "personal and advertising injury" that forms the basis for a claim under this policy. The insurance provided by this endorsement does not apply to any person or organization that is specifically listed as an additional insured on another endorsement attached to this policy. CG 73 24 03 23 Includes copyrighted material of the Insurance Services Office, Inc., with its permission Page 1 of 3 Policy Number: CPP20675291501 Effective Date: 02/01/2024-02/01/2025 B. The coverage provided to any person or organization added as an additional insured pursuant to Paragraph A.1 is limited as follows: 1. If the "written agreement" specifically and exclusively requires you to name the person or organization as an additional insured using the ISO CG 20 10 endorsement with edition dates of 11 85 or 10 01, or the ISO CG 20 37 10 01 endorsement, that person or organization is an additional insured, but only with respect to liability for "bodily injury", "property damage", or "personal and advertising injury" arising out of "your work" for that insured by or for you. 2. If the "written agreement" requires you to name the person or organization as an additional insured using the ISO CG 20 10 and or CG 20 37 endorsements without specifically and exclusively requiring the 11 85 or 10 01 edition dates, that person or organization is an additional insured, but only with respect to liability for "bodily injury", "property damage", or "personal and advertising injury" caused, in whole or in part, by your acts or omissions or the acts or omissions of those acting on your behalf. 3. If the "written agreement" requires you to name the person or organization as an additional insured for operations arising out of your work and does not specify an ISO additional insured endorsement, that person or organization is an additional insured, but only with respect to liability for "bodily injury", "property damage", or "personal and advertising injury" arising out of your acts or omissions, or the acts or omissions of others working on your behalf, in the performance of your work as specified in the "written agreement". This coverage does not apply to liability arising out of the sole negligence of the additional insured unless specifically required in the "written agreement". 4. If none of the above paragraphs apply, then the person or organization is an additional insured only for, and to the extent of, liability arising out of "bodily injury", "property damage", or "personal and advertising injury" caused, in whole or in part, by your negligent acts or omissions, or the negligent acts or omissions of others working on your behalf, in the performance of your work as specified in the "written agreement". This coverage does not apply to liability arising out of the independent acts or omissions of the additional insured. However, the insurance afforded to such additional insured only applies to the extent permitted by law. C. The insurance provided to an additional insured under this endorsement does not apply to: 1. "Bodily injury" or "property damage" included in the "products -completed operations hazard" unless the "written agreement" specifically requires such coverage (including by specifically requiring the CG 20 10 11 85). To the extent the "written agreement" requires such coverage for a specified amount of time, the coverage provided by this endorsement is limited to the amount of time required for such coverage by the "written agreement". 2. "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: The preparing, approving, or failing to prepare or approve: (1) Maps; (2) Drawings; (3) Opinions; (4) Reports; (5) Surveys; (6) Change orders; CG 73 24 03 23 Includes copyrighted material of the Insurance Services Office, Inc., with its permission Page 2 of 3 Policy Number: CPP20675291501 Effective Date: 02/0112024-02/01/2025 (7) Design specifications; and b. Supervisory, inspection, or engineering services. D. The limits of insurance that apply to the additional insured are the least of those specified in the "written agreement" or declarations of this policy. Coverage provided by this endorsement for any additional insured shall not increase the applicable Limits of Insurance shown in the Declarations. The limits of insurance that apply to the additional insured are inclusive of, and not in addition to, the Limits of Insurance shown in the Declarations. E. With respect to the coverage provided by this endorsement, SECTION IV— COMMERCIAL GENERAL LIABILITY CONDITIONS, Paragraph 4. Other Insurance is deleted and replaced with the following: 4. Other Insurance. a. Coverage provided by this endorsement is excess over any other valid and collectible insurance available to the additional insured whether: (1) Primary; (2) Excess; (3) Contingent; or (4) On any other basis. In addition, this insurance is excess over any self -insured retentions, deductibles, or captive retentions payable by the additional insured or payable by any person or organization whose coverage is available to the additional insured. However, if the "written agreement" requires primary and non-contributory coverage, this insurance will be primary and non-contributory relative only to the 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. For any other insurance available to the additional insured where that person or organization is not a Named Insured, this policy will share coverage with that other insurance based on the terms specified in Paragraph b. Method of Sharing below. b. Method of Sharing If all the other insurance permits contribution by equal shares, we will follow this method also. Under this method, each insurer contributes equal amounts until it has paid its applicable limit of insurance or none of the loss remains, whichever comes first. If any of the other insurance does not permit contribution by equal shares, we will contribute by limits. Under this method, each insurer's share is based on the ratio of its applicable limit of insurance to the total applicable limits of insurance of all insurers. CG 73 24 03 23 Includes copyrighted material of the Insurance Services Office, Inc., with its permission Page 3 of 3 SECTION 00 62 13 PERFORMANCE BOND 0062 13- 1 PERFORMANCE BOND Page 1 of 2 Bond No. 5316968 THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That we, LH Lacv Comnanv. Ltd. , known as "Principal" herein and, Great American Insurance Company a corporate surety(sureties, if more than one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the Developer, Lennar Homes of Texas Land and Construction. Ltd. authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation ("City"), in the penal sum of, Ten Million Five Hundred Fiftv Five Thousand One Hundred Twentv Seven & 63/100 Dollars ($10.555.127.63) . lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the payment of which sum well and truly to be made jointly unto the Developer and the City as dual obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Developer and City have entered into an Agreement for the construction of community facilities in the City of Fort Worth by and through a Community Facilities Agreement, CFA Number 24-0021 and WHEREAS, the Principal has entered into a certain written contract with the Developer awarded the day of , 2024, which Contract is hereby referred to and made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor and other accessories defined by law, in the prosecution of the Work, including any Change Orders, as provided for in said Contract designated as Deer Creek Meadows Phase 8. NOW, THEREFORE, the condition of this obligation is such that if the said Principal shall faithfully perform it obligations under the Contract and shall in all respects duly and faithfully perform the Work, including Change Orders, under the Contract, according to the plans, specifications, and contract documents therein referred to, and as well during any period of extension of the Contract that may be granted on the part of the Developer and/or City, then this obligation shall be and become null and void, otherwise to remain in full force and effect. PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division. CITY OF FORT WORTH Deer Creek Medows Ph 8 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project # 104554 Revised January 31, 2012 006213-2 PERFORMANCE BOND Page 2 of 2 This bond is made and executed in compliance with the provisions of Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said statue. IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED this instrument by duly authorized agents and officers on this the Z2 day of frt-Qr•A 2024. PRINCIPAL: L.H. Lacy Company, Ltd. BY: Signature AIT,WST: (Principal) al) ecretary Name land Title Address: 1880 Crown Drive, Suite 1200 Dallas, TX 75234 Witness as to Principal SURETY: Great American Insurance Company BY:-�jLGL� Signature David T. Miclette, Attorney -in -Fact Name and Title Address: MF. Fourth Street Cincinnati. OH 45202 (513) p 369-5000 Witness as Vo Surety At Johnson Telephone Number: *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH Deer Creek Medows Ph 8 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project #104554 Revised January 31, 2012 SECTION 00 62 14 PAYMENT BOND THE STATE OF TEXAS § COUNTY OF TARRANT § 0062 14 - 1 PAYMENT BOND Page 1 of 2 Bond No. 5316968 KNOW ALL BY THESE PRESENTS: That we, LH Lacv Comnanv. Ltd. . known as "Principal" herein, and Great American Insurance Company , a corporate surety ( or sureties if more than one), duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the Developer, Lennar Homes of Texas Land and Construction, Ltd . authorized to do business in Texas "(Developer"), and the City of Fort Worth, a Texas municipal corporation ("City"), in the penal sum of Ten Million Five Hundred Fiftv Five Thousand One Hundred Twentv Seven & 63/100 Dollars ($10,555,127.63) . lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made jointly unto the Developer and the City as dual obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents: WHEREAS, Developer and City have entered into an Agreement for the construction of community facilities in the City of Fort Worth, by and through a Community Facilities Agreement, CFA Number 24-0021 ; and WHEREAS, Principal has entered into a certain written Contract with Developer, awarded the day of , 2024, which Contract is hereby referred to and made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment, labor and other accessories as defined by law, in the prosecution of the Work as provided for in said Contract and designated as Deer Creek Meadows Phase 8. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under the Contract, then this obligation shall be and become null and void; otherwise to remain in full force and effect. CITY OF FORT WORTH Deer Creek Meadows Ph 8 STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS City Project #104554 Revised January 31, 2012 006214-2 PAYMENTBOND Page 2 of 2 This bond is made and executed in compliance with the provisions of Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said statute. IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the G - day of pp ,` � 2024. 1 ATTEST: i GLU 4A� (Principal) S retary V Witness as to Principal PRINCIPAL: L.H. Lacy Company, Ltd. BY: - ---- Signature n Name and Title Address: 1880 Crown Drive, Suite 1200 Dallas, TX 75234 SURETY: Great American Insurance Company ATTEST: BY:�C:%/LAG Signature . David T. Miclette, Attorney -in -Fact (Surety�Wt �C•AlAJohnson, witness Name and Title Witness as to Surety Gia Morris Address: 301 E. Fourth Street Cincinnati, OH 45202 Telephone Number: (513) 369-5000 Note: If signed by an officer of the Surety, there must be on file a certified extract from the bylaws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH Deer Creek Meadows Ph 8 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project #104554 Revised January 31, 2012 0062 19 - 1 MAINTENANCE BOND Page 1 of 3 SECTION 00 62 19 Bond No. 5316968 MAINTENANCE BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That we, LH Lacv Comnanv. Ltd. known as "Principal" herein and Great American Insurance Company a corporate surety (sureties, if more than one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the Developer, Lennar Homes of Texas Land and Construction, Ltd. authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation ("City"), in the sum of Ten Million Five Hundred Fiftv Five Thousand One Hundred Twentv Seven & 63/100 Dollars ($10.555.127.63). lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment of which sum well and truly be made jointly unto the Developer and the City as dual obligees and their successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Developer and City have entered into an Agreement for the construction of community facilities in the City of Fort Worth by and through a Community Facilities Agreement, CFA Number 24-0021 : and WHEREAS, the Principal has entered into a certain written contract with the Developer awarded the day of . 2024, which Contract is hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor and other accessories as defined by law, in the prosecution of the Work, including any Work resulting from a duly authorized Change Order (collectively herein, the "Work") as provided for in said Contract and designated as Deer Creek Meadows Phase 8. and; WHEREAS, Principal binds itself to use such materials and to so construct the Work in accordance with the plans, specifications and Contract Documents that the Work is and will remain free from defects in materials or workmanship for and during the period of two (2) years after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and CITY OF FORT WORTH Deer Creek Meadows Ph 8 STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS City Project #104554 Revised January 31, 2012 006219-2 MAINTENANCE BOND Page 2 of 3 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part upon receiving notice from the Developer and/or City of the need thereof at any time within the Maintenance Period. NOW THEREFORE, the condition of this obligation is such that if Principal shall remedy any defective Work, for which timely notice was provided by Developer or City, to a completion satisfactory to the City, then this obligation shall become null and void; otherwise to remain in full force and effect. PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely noticed defective Work, it is agreed that the Developer or City may cause any and all such defective Work to be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and the Surety under this Maintenance Bond; and PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division; and PROVIDED FURTHER, that this obligation shall be continuous in nature and successive recoveries may be had hereon for successive breaches. CITY OF FORT WORTH Deer Creek Meadows Ph 8 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project # 104554 Revised January 31, 2012 006219-3 MAINTENANCE BOND Page 3 of 3 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the 2 2- day of FAP:: \ .2024. AT ST: �rv1. bwo(4L) (Principal) Seitary 11`�_ - � - .. Witness as to Principal ATTEST: (Surety aIKM Al Johnson, tartness Witness as to Surety Gia Morris PRINCIPAL: L.H. Lacy Company, Ltd. BY: Signatu S _�ii Eris. �Al' � ri•�-i- �!�-�e(.'(.i *.%i Nameland Title Address: 1880 Crown Drive, Suite 1200 Dallas, TX 75234 SURETY: Great American Insurance Comoariv BY: Signature David T. Miclette, Attorney -in -Fact Name and Title Address: 301 E. Fourth Street Cincinnati, OH 45202 Telephone Number: (513) 369-5000 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH Deer Creek Meadows Ph 8 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project # 104554 Revised January 31, 2012 GREAT AMERICAN INSURANCE COMPANY® Administrative Office: 301 E 4TH STREET 0 CINCINNATI, OHIO 45202 • 513-369-5000 • FAX 513-723-2740 The number of persons authorized by this power of attorney is not more than Fourteen No.0 22183 POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That the GREATAMERICAN 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 snore 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 Stacey Bosley Nikole Jeannette Lucas Lomax All Ashley Britt David T. Miclette Norma Toups $100,000,000 Jennifer Mitchell Lacey Hitchcock Will Duke Robert M. Overbey, Jr. All of Rita G. Gulizo Stacy Owens Houston, Texas Robert C. Davis Barry K. McCord This Power of Attorney revokes all previous powers issued on behalf of the atiomey(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 18th day of September , 2023 Attest GREAT AMERICAN INSU NCE COMPAN Assistant Secretary Divisional Senior [ice Ptrsident STATE OF OHIO, COUNTY OF HAMILTON - ss: MARK VICAR) (877-377-2405) On this 18th day of September 2023 , before me personally appeared MARK VICARIO, tome known, being duly sworn, deposes and says that he resides in Cincinnati, Ohio, that he is a Divisional Senior Vice President of the Bond Division of Great American insurance Company, 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 o Notary Public State of Ohio r°v My Comm. Expires 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 I ice Presidents, Divisional Irce 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 Compant: 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 Secretory or Assistant Secretary of the Compaq, may be affixed by facsindle 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 of such 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 aJfired. CERTIFICATION 1, STEPHEN C. BERA HA, Assistant Secretary of Great American Insurance Company, do hereby certify that the foregoing Power or, 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 , Assistant Secretary 51029AH (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: BondClaims@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) LIGHTING SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Deer Creek Meadows Phase 8, City Project #104554 UNIT PRICE BID Project Item Information Bidlist j Item I Description Street Lighting Facilities 1 2605.3011 2" CONDT PVC SCH 40 (T) 2 3441.1405 NO 2 Insulated Elec Condr 3 3441.1408 NO 6 Insulated Elec Condr 4 3441.1633 Type 33B Arm 5 3441.3201 LED Lighting Fixture (R-2) 6 3441.3201 LED Li htin Fixture (R-4) 7 13441.3341 Rdwy Illum TY 11 Pole 8 13441.3301 Rdwy Illum Foundation TY 1,2, and 4 Street Lighting Subtotal Bidder's Proposal Specification I Unit of ( Bid Unit Price Bid Value Section No. Measure Quantity 26 05 33 LF 4,396 3441 10 LF 3,819 3441 10 LF 9,369 3441 20 EA 48 3441 20 EA 44 3441 20 EA 4 3441 20 EA 48 3541 20 EA 48 Bid Summary Street Li hg ting Facilities Subtotal) Total Bid This bid is submitted by the entity listed belowv Company: Independent Utility Construction, Inc. By: is and Wolfe ,<- Street Address: 5109 Sun Valley Dr _ City; State, Zip Code: Fort Worth, TX 76119 Phone:817-478-4444 Signature Title: President Date: 02/20/2024 $15.43 1 $3.96 $2.06 $442.00 $386.00 $386.00 $2,043.00 1 $1,661.U0l 1 Contractor agrees to complete WORK for FINAL ACCEPTANCE within 35 working days after the (late when the CONTRACT commences to run as provided in the General Conditions. END OF SECTION $67,830.28 $15,123.24 $19.300.14 $21,216.00 $16,984.00 $1, 544.00 $98, 064.00 $79,728.00 $319,789.66 $319,789.66 $319,789.661 CITY OF FORT WORTH Deer Creek Meadow. Phja e R STANDARD CONSTRUCTION BID PROPOSr-DEVELOPL-R AWARDED PROTECTS City Pn�m-A #104554 Fonn Revised Jammr3, 29. 2020 00 42 43_Bid Pro}x),al 0045 12 DAP PREQU.ALIFICATION STATEMENT Page I 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 "Mal or Work Type" box provide the complete maior work tvpe and actual description as provided by the Water. Department for water and sewer and TPW for pavine.. Major. Work Type Contractor/Subcontractor Company Name Prequalification Expiration Date Roadway and Pedestrian Lighting Independent Utility Construction, Inc. 02/27/2025 The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Independent Utility Construction, Inc. 5109 Sun Valley Drive Ft. Worth, TX 76119 B : 'chard Wolfe ature) TITLE: President DATE: END OF SECTION CITY OF FORT WORTH Deer Creek Meadows Phase 8, CPN 104554 STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT— DEVELOPER AWARDED PROJECTS 00 45 12_Prequalffiration Statement 2015—DAP Form Version September 1. 2015 00 45 26 - 1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page I of 1 SECTION 00 45 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it provides worker's compensation insurance coverage for all of its employees employed on City Project No. 104554 . Contractor further certifies that, pursuant to Texas Labor Code, Section 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with worker's compensation coverage. CONTRACTOR: Independent Utility Construction, Inc. Company 5109 Sun Vallev Drive Address Ft. Worth, TX 76119 City/State/Zip THE STATE OF TEXAS § COUNTY OF TARRANT § By: Rich Wolfe Signature: Title: President BEFORE ME, the undersigned authority, on this day personally appeared Richard Wolfe, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same as the act and deed of Independent Utilitv Construction, Inc. for the purposes and consideration therein expressed and in the capacity therein stated. G EN UNDE MY HAND AND SEAL OF OFFICE ) O CE this / � day of , 2024. CHRISTINA GARCIA ; .I�l.. Notary Public, State of Texas otary Public in and for the State of Texas Comm. Expires 12-20-2024 Notary ID 130940785 END OF SECTION CITY OF FORT WORTH Deer Creek Meadows Ph 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #104554 Revised April 2, 2014 00 52 43 - 1 Developer Awarded Project Agreement Page I of 4 SECTION 00 52 43 AGREEMENT THIS AGREEMENT, authorized on is made by and between the Developer. Lennar Homes of Texas Land and Construction. Ltd. , authorized to do business in Texas and Contractor. independent Utility Construction. Inc. , authorized to do business in Texas, acting by and through its duly authorized representative. Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as follows: Article 1. WORK Contractor shall complete all Work as specified or indicated in the Contract Documents for the Project identified herein. Article 2. PROJECT The project for which the Work under the Contract Documents may be the whole or only a part is generally described as follows: Deer Creek Meadows. Phase 8 Citv Proiect #104554 FID #30114-0100431-104554-E07685 Article 3. CONTRACT TIME 3.1 Time is of the essence. All time limits for Milestones, if any, and final Acceptance as stated in the Contract Documents are of the essence to this Contract. 3.2 Final Acceptance. The Work will be complete for Final Acceptance within 35 working days after the date when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard City Conditions of the Construction Contract for Developer Awarded Projects, 3.3 Liquidated damages Contractor recognizes that time is of the essence of this Agreement and that Developer will suffer financial loss if the Work is not completed within the times specified in Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of the Standard City Conditions of the Construction Contract for Developer Awarded Projects. The Contractor also recognizes the delays, expense and difficulties involved in proving in a legal proceeding the actual loss suffered by the Developer if the Work is not completed on time, Accordingly, instead of requiring any such proof , Contractor agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay Developer Two Hundred & Fifty Dollars ($250.00) for each day that expires after the time specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of Acceptance. CITY OF FORT WORTH Deer Creek Meadows Ph 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DAP City Pmject #104554 Revised June If,, 2oic, 005243-2 Developer Awarded Project Agreenrerat Page 2 of 4 Article 4. CONTRACT PRICE Developer agrees to pay Contractor for performance of the Work in accordance with the Contract Documents an amount in current funds of Three Hundred Nineteen Thousand Seven Hundred Eightv Nine & 661100 Dollars (S319.789.66) Article 5. CONTRACT DOCUMENTS 5.1 CONTENTS: A. The Contract Documents which comprise the entire agreement between Developer and Contractor concerning the Work consist of the following: 1. This Agreement. 2. Attachments to this Agreement: a. Bid Form (As provided by Developer) 1) Proposal Form (DAP Version) 2) Prequalification Statement b. Insurance ACORD Form(s) c. Payment Bond (DAP Version) d. Performance Bond (DAP Version) e. Maintenance Bond (DAP Version) f. Power of Attorney for the Bonds g. Worker's Compensation Affidavit 3. Standard City General Conditions of the Construction Contract for Developer Awarded Projects. 4. Specifications specifically made a part of the Contract Documents by attachment or, if not attached, as incorporated by reference and described in the Table of Contents of the Project's Contract Documents. 5. Drawings. 6. Addenda. 7. Documentation submitted by Contractor prior to Notice of Award. 8. The following which may be delivered or issued after the Effective Date of the Agreement and, if issued, become an incorporated part of the Contract Documents: a. Notice to Proceed. b. Field Orders. c. Change Orders. d. Letter of Final Acceptance. CITY OF FORT WORTH Decr Creek Meadows Ph 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DAP Cite Project #104554 Revised June 16, 2016 005243-3 Deveioper Awarded Project Agreement Page 1 of 4 Article 6. INDEMNIEFICATION 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the city, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the worts and services to be performed by the contractor, its officers, agents, employees, subcontractors, licenses or invitees under this contract. This indemnification urovision is suecifically intended to otlerate and be effective even if it is alleged or nroven that all or some of the damn a bein sou t were caused, in whole or in part, by any act, omission or ne IIi trice 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. 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the city, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the city, arising out of, or alleged to arise out of, the work and services to be performed by the contractor, its officers, agents, employees, subcontractors, licensees or invitees under this contract. This indemnification provision is srtecificaliv intended to overate and be effective even if it is Alleged or nroven that all or some of the damages being sought were caused, in whole or in nart, by any act, omission or negligence of the city. Article 7. MISCELLANEOUS 7.1 Terms. Terms used in this Agreement are defined in Article i of the Standard City Conditions of the Construction Contract for Developer Awarded Projects, 7.2 Assignment of Contract. This Agreement, including all of the Contract Documents may not be assigned by the Contractor without the advanced express written consent of the Developer. 7.3 Successors and Assigns. Developer and Contractor each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, in respect to all covenants, agreements and obligations contained in the Contract Documents. 7.4 Severability_ Any provision or part of the Contract Documents held to be unconstitutional, void or unenforceable by a court of competent jurisdiction shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon DEVELOPER and CONTRACTOR. 7.5 Governing Law and Venue. This Agreement, including all of the Contract Documents is performable in the State of Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the Northern District of Texas, Fort Worth Division. CITY OF FORT WORTH Deer Creek Meadows Ph 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -DAP City Project #104554 Revised Tune 16, 2016 005243.4 Developer Awarded Project Agreement Page 4 of 4 7.6 Authority to Sign. Contractor shall attach evidence of authority to sign Agreement, if other than duly authorized signatory of the Contractor. IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple counterparts. This Agreement is effective as of the last date signed by the Parties ("Effective Date"). Contractor: Independent Utility Construction, Inc. By: 4_ I (Signature) Richard Wolfe (Printed Name) Title: President Company Name: Independent Utility Construction, Inc. Address: 5109 Sun Valley Drive Ft. Worth, TX 76119 Date: tttiu i 1 ti t trrr 1<,ONSTp J; O -9J, • ff�� �- - = 't r a; S�'ALm z�if�rrrrEX AS t t ��0��� Developer: By: I Lennar Homes of Texas Land and Construction, Ltd. 4 �it (S ature) (Printed Name) Tide: A,ti+-Lt71-1 Company Name: Lennar Holmes of Texas Land and Construction, Ltd. Address: 1707 Market Place Blvd, Suite 100 Irving, TX 75063 Date: 04/22/24 CITY OF FORT WORTH Deer Creek Meadows Ph 8 STANDARD CONS 1 RUCTION SPECIFICATION DOCUMENTS —DAP City Pm4jcet #104554 Reviscd June 16, 2016 0061 13- 1 PERFORMANCE BOND Page I of 2 Bond No. 377557X I SECTION 00 62 13 2 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 Mule), 10 are held and firmly bound unto the Developer, Lennar Homes of Texas Land and Construction, I I Ltd., authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas I? municipal corporation ("City"), in the penal sum of, Three Hundred Nineteen Thousand, Seven_ 13 Hundred Eighty -Nine Dollars & Sixty -Six Cents ($319,789.66) lawful money of the United States, 14 to be paid in Fort Worth, Tarrant County, Texas for the payment of which sum well and truly to be 15 made, jointly unto the Developer and the City as dual obliges, we bind ourselves, our heirs, 16 executors, administrators, 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 Agreement, 19 CFA Number 24-0021 : and 20 WHEREAS, the Principal has entered into a certain written contract with the Developer 21 awarded the day of 20_, 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 Liehtinv- Facilities to serve Deer Creek 25 Meadows Phase 8. 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 Deer Creek Meadows Phase 8 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Cut% Protect No. 104554 Revised January 31. 2012 0061 13-2 I'I IWORMANCE BOND Pope 2 of 2 Bond No. 377557X I PROVIDED FURTHER, that ifany legal action be tiled on this Bond. venue shall lie ill 2 Tarrant County. Texas or the United States District Court for the Northern Disurict 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 clay of 20_. 9 PRINCIPAL: 10 INDEPEN T UTILITY II CONST 1. ION, INC. 12 13 BY: 14 Signature 15 AT E T: 16 17 Richard Wolfe, President 18 (Pri cipa Secretary Richard Wolfe Name and 'Title 19 20 Address: 5109 Sun Vallev Drive 21 Fort Worth. Texas 76119 23Oftness1 U t ' 24 as to Principal Christina Garcia SURETY: 25 WESTFIELD INSURANCE COMPANY 26 27 28 BY: 29 "nature / 30 31 Kyle W. Sweenev. Attornev-in-Pact 32 Name and Title 33 34 Address: 955 Garden Park Drive. Suite 230 35 Allen. Texas 75013 36 37 38 Witness as to Surety Rebecca Mata 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 WORTII Deer Creek Me dox%s Phase 8 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 01% Project No, 104554 Revised Januiry 31. 2012 W 61 14 - I PAYMENT BOND Paige I of"_' Bond No. 377557x SECTION 00 62 14 PAYMENT BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 0 COUNTY OF TARRANT § 7 That we, Independent Utilitv 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 Lennar Homes of Texas Land and I I Construction. Ltd., authorized to do business in Texas ("Developer"), and the City of Fort Worth, 12 a Texas municipal corporation ("City"), in the penal sum of Three Hundred Nineteen Thousand. I3 Seven Hundred Eighty -Nine Dollars & Sixty -Six Cents ($319,789.66) lawful money of the Id United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum 15 well and truly be made jointly unto the Developer and City as dual obligees, we bind ourselves, 16 our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these 17 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 24-0021 : and 21 WHEREAS, Principal has entered into a certain written Contract with Developer, 22 awarded the day of , 20_, which Contract is hereby referred to and 23 made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment, 24 labor and other accessories as defined by law, in the prosecution of the Work as provided for in 25 said Contract and designated as Street Liehtine- Facilities to serve Deer Creek Meadows Phase 8. 26 NOW, THEREFORE, THE CONDITION OF TI I1S 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 urxlcr 29 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 30 force and effect. 31 CITY OF FORT WOR-I H Deer Creek Mcadnas Phase 8 STANDARD CITY CONDITIONS— DEVELOPER AWARDED PROJECTS 01v Project No 104554 Re% rsed lanuan- 31. 2012 6 7 8 9 10 11 12 13 0001 14-2 PAYNIEN 1' 130ND Puac 2 of 2 Bond No. 377557X I 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. d IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED 5 this inshvnlent by duly authorized agents and officers on this the _ day of . 20_. ATT T: (Principal) Secretary Richard Wolfe Witness as to Principal Chri9inwa Garcia ATTEST: (Surety) Secretary Frank A. Carrino Witness as to Surety ebecca Mata PRINCIPAL: INDEPENDENTUTILITY CONS7r ACTION. INC. BY: S ma*uire Richard Wolfe. President Name and Title Address: 5109 Sun Vallev Drive Fort Worth. Texas 76119 SURETY: WESTFIELD INSURANCE COMPANY BY: Signatt Kvle W. Sweeney. Attorney -in -Fact Name and Title Address: 955 Garden Park Drive. Suite 230 Allen, Texas 75013 Telephone Number: 972-516-2600 Note: If signed by an officer of the Surety, there must be on file a certified extract from the bylaws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded - END OF SECTION CITY OF FORT WORTH Deer Crock Meado%%s Phase 8 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 01% Proleci No 104554 Revised Jarman 31. 2012 A 4 5 6 7 8 9 10 II 12 13 14 15 16 17 SECTION 00 62 19 MAINTENANCE BOND THE STATE OF TEXAS § COUNTY OF TARRANT § 00621H-1 MAINTENANCE. BOND Paee 1 of .1 Bond No. 377557X KNOW ALL BY THESE PRESENTS: That we Independent Utility Construction. Inc. known as "Principal" herein and Westfield Insurance Company , a corporate surety (sureties, if more than one) duly authorized to do business in the State of Texas, known as "Surety' herein (whether one or more), are held and firmly bound unto the Developer, L,ennar Homes of Texas Land and Construction. Ltd.. authorized to do business in Texas ("Developer") and the City of -Fort Worth, a Texas municipal corporation ("City"), in the sum of Three Hundred Nineteen Thousand. Seven Hundred Eiality-Nine Dollars & Sixty -Six Cents ($319.789.66) lawful money of the United States, to be paid in Fort Worth, Tart -ant County, Texas, for payment of which sum well and truly be made jointly unto the Developer and the City as dual obligees and their successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these 18 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 24-0021 ; and 23 WHEREAS, the Principal has entered into a certain written contract with the Developer 24 awarded the day of , 20_, which Contract is hereby referred to and 25 a made part hereof for all purposes as if fully set forth herein, to ftu'nish all materials. equipment 26 labor and other accessories as defined by law, in the prosecution of the Work, including any 27 Work resulting from a duly authorized Change Order (collectively herein. the "Work") as 28 provided for in said Contract and designated as Street Liahtina Facilities to serve Deer Creek, 29 Meadows Phase 8; and 30 31 WHEREAS. Principal binds itself to use such materials and to so construct the Work in 32 accordance with the plans, specifications and Contract Documents that the Work is and will 33 remain free from defects in materials or workmanship for and during the period of -two (2) years 34 after the date of Final Acceptance of the Work by the City ("Maintenance Period*'): and CITY Or FORT woR'rii Deer Creek Meadom Phase 8 STANDARD CITY CONDI'I IONS — DEVFI oPI-R AWARF)ED PRon:c-rs C'ii% Projevi No 104554 Revised JanuarY 31. 2012 1 1 a 4 S G 7 s 9 10 II 1? 13 14 15 IC 17 18 19 '0 21 _i 24 Ol) 62 19- 2 NIA INTI.NANCI' BOND Pa•t c , of Bond No. i77557X WHEREAS. Principal binds itself to repair or reconstruct the Work in whole or in part upon receiving notice from the Developer and/or City of the need thereof at any time within the Maintenance Period. NOW THEREFORE, the condition of this obligation is such that if Principal shall remedy any defective Work, for which timely notice was provided by Developer or City. to a completion satisfactory to the Citythan this obligation shall become null and void; otherwise to remaM In full farce and effect. PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely noticed defective Work, it is agreed [hat the Developer or City may cause any and all such defective Work to be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and the Surety under this Maintenance Bond, and PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant County, Texas or the United States District CoLlrt for the Northern District of Texas. F'oll Worth Division; and PROVIDED FURTHER, that this obligation shall be continuous in nature and successive recoveries may be had hereon for successive breaches. C'1'1'Y O1-- PORT WORTII S IANDAR1) CITY CON1)1TI0NS — 1)EVEL0PER AWARDE1) 1'R0.111c,1 s Re% i. d Janmm 31. 2012 Deer Creek Meadow, Phasc 0tv Project No 10ui5•1 2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 29 29 30 31 32 33 34 35 36 37 38 39 40 41 1N1 h' 19- 3 MAINTENANCE BOND I';wc 3 of 3 Bond No. 377557X IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this instrument b\- duly authorized agents and officers on this the clay of . 20, A (Princip, 1) Secretary Ric , r I Hess as to Principal Christina Garcia XrTEST: (Surety) Secretary Frank A. Carrino /i' Witness t Sure Rebecca Mata 1 �.ss as o y PRINCIPAL: INDEPENDENT UTILITY CONST 4T;N. INC. , BY: Signat e -- -- Richard Wolfe. President Name and Title Address: 5109 Sun Vallev Drive Fort Worth. Texas 76119 SURETY: WESTFIELD INSURANCE COMPANY BY: ignature Kvle W. Sweenev. Attornev-in-Fact Name and Title Address: 955 Garden Park Drive, Suite 230 Allen, Texas 75013 'telephone Number: 972-516-2600 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address. both must be provided. The date of the bond shal I not be prior to the date the Contract is awarded. CITY OF FORT WORTFI STANDARD CITY CONDITIONS — DEVELOPER A\YARDED PRO.II=CTS Reeked January 31. 2012 Veer Creek Pteadims Phase 3 Cm Prglect No I r)_155 t IMPORTANT NOTICE To obtain information or make a complaint You may call 'Westfield Insurance Company's and/or Ohio Farmers Insurance Company's toll -free telephone number for information or to make a complaint at. 1-800-368-3597 You may also write to Westfield Insurance Company and/or Ohio Farmers Insurance Company at: 955 Garden Park Drive, Suite 230 Allen, Texas 75013-3742 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: P. O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: http://www.tdi.state.tx.us E-mail: Cor;sumerProtection(dtdi.state. tx.us PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact the agent or Westfield Insurance Company and/or Ohio Fanners Insurance Comapny first. If the dispute is not resolved, You may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached docurnent. AVISO IMPORTANTE Para obtener informacion o para someter Lrna clueja: Usted puede Ilamar al numero de telefono gratis de Westfield Insurance Company's / Ohio Farmers Insurance Company's para informacion o para someter una queja al: 1-800-368-3597 Usted tambierr puede escribir a Westfield Insurance Company / Ohio Farmers Insurance Company: 955 Garden Park Drive, Suite 230 Allen, Texas 75013-3742 Puede comunicarse con el Departamento de Seguros de Texas para obtener informacion acerca de companias, coberturas, derechos o quejas al- 1-800-252-3439 Puede escribir al Departarnento de Seguros de Texas: P. O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: http://www.tdi.state.tx.us E-mail: ConsumerProtectlon cr tdi.state.tx.us DISPUTAS SOBRE PRIMAS O RECLAMOS: Si tiene una disputa concerniente a su prima o a LAI reclamo, debe comunicarse con el agente o Westfield Insurance Company / Ohio Farmers Insurance Company primero. Si no se resuelve la disputa, puede entonces comunicarse con el departamento (TDI). UNA ESTE AVISO A SU POLIZA: Este aviso es solo para proposito de informacion y no se convierte en parte o condicion del dOCumento adJunto. THIS POWER OF ATTORNEY SUPERCEDES ANY PREVIOUS POWER BEARING THIS SAME POWER # AND ISSUED PRIOR TO 09/28/23, 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 principal 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, DAVID W. SWEENEY, 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 in any penal limit.. .. - . • . . . . . . . . . . . . . . . . . . . . • _ • _ • • - - • _ _ • • • - • _ • - - . _ _ • • • LIMITATION: THIS POWER OF ATTORNEY CANNOT BE USED TO EXECUTE NOTE GUARANTEE, MORTGAGE DEFICIENCY, MORTGAGE GUARANTEE, OR BANK DEPOSITORY BONDS. and to bird 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 Attorneys) -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 causer' these presents to be signed by their National Surety Leader and Senior Executive and their corporate seals to be hereto affixed this 28th day of SEPTEMBER A.D.. 2023 . Corporate rr•'LSyRA/"''•. SONAt "v WESTFIELD INSURANCE COMPANY Seals �o��....... r��„. �� :�v' 1MSUq Affixed "• ' ;`�� sL k..........'`Ca WESTFIELD NATIONAL INSURANCE COMPANY '•�^ OH10 FARMERS INSURANCE COMPANY SEAL ••• ,�0 Z 1648 •9 „t/• �/v (.,,,jjj��/ fry. Stateo o'++,,..,, ... r % f f Ohio By: t County of Medina ss.: Gary W.l tumper, Nationa�Surety Leader and Senior Executive On this 28th day of SEPTEMBER A.D.. 2023 , before me personally came Gary W. Stumper to me known, who, being by me duly sworn, did depose and say. that he resides in Medina, OH; that he is National Surety Leader and 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 trat he signed his name thereto by like order. Notarial • a�N,,,,,,,,,,�•,1•• J/j////� Seal _• 6 a`AL s/.rGJ Affixed �P,: `}f11 State of Ohio0 David A. Kotnik, Attorney at Law, Notary Public County of Medina ss.: '.. T N►oR,r. My Commission Does Not Expire (Sec. 147.03 Ohio Revised Code) E OF 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 A. D., UR1/✓C 's Ot'r..1 ......i�iSUp� �' . i i ;,•`vg1 , fSG' i .tit .'"., EM. _ _�: i 1►t �. ij' ;ac .secretary SE r ~ Frank ' a' ' •'• 4 A. C arrino, Secretary BPOAC2 (combined) (03-22) STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS TABLE OF CONTENTS Article 1 — Definitions and Terminology.......... 1.01 Defined Terms ............................... 1.02 Terminology .................................. Article 2 — Preliminary Matters ...................... 2.01 Before Starting Construction..... 2.02 Preconstruction Conference....... 2.03 Public Meeting ........................... Page .............................................1 .............................................1 ............................................. 5 ....................................................... 6 ....................................................... 6 ....................................................... 6 ....................................................... 6 Article 3 — Contract Documents and Amending............................................................................................... 6 3.01 Reference Standards..................................................................................................................... 6 3.02 Amending and Supplementing Contract Documents.................................................................. 6 Article 4 — Bonds and Insurance....................................................................................................................... 7 4.01 Licensed Sureties and Insurers..................................................................................................... 7 4.02 Performance, Payment, and Maintenance Bonds........................................................................ 7 4.03 Certificates of Insurance............................................................................................................... 7 4.04 Contractor's Insurance.................................................................................................................. 9 4.05 Acceptance of Bonds and Insurance; Option to Replace...........................................................12 Article 5 — Contractor's Responsibilities........................................................................................................12 5.01 Supervision and Superintendent.................................................................................................12 5.02 Labor; Working Hours................................................................................................................13 5.03 Services, Materials, and Equipment...........................................................................................13 5.04 Project Schedule..........................................................................................................................14 5.05 Substitutes and "Or-Equals".......................................................................................................14 5.06 Pre -Qualification of Bidders (Prime Contractors and Subcontractors).....................................16 5.07 Concerning Subcontractors, Suppliers, and Others...................................................................16 5.08 Wage Rates..................................................................................................................................18 5.09 Patent Fees and Royalties...........................................................................................................19 5.10 Laws and Regulations.................................................................................................................19 5.11 Use of Site and Other Areas.......................................................................................................19 5.12 Record Documents......................................................................................................................20 5.13 Safety and Protection.................................................................................................................. 21 5.14 Safety Representative.................................................................................................................21 5.15 Hazard Communication Programs.............................................................................................22 5.16 Submittals....................................................................................................................................22 5.17 Contractor's General Warranty and Guarantee..........................................................................23 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 5.18 Indemnification ............................................ 5.19 Delegation of Professional Design Services 5.20 Right to Audit: ............................................. 5.21 Nondiscrimination ........................................ Article 6 - Other Work at the Site....... 6.01 Related Work at Site ....... Article 7 - City's Responsibilities ............................................ 7.01 Inspections, Tests, and Approvals ....................... 7.02 Limitations on City's Responsibilities ................ 7.03 Compliance with Safety Program ........................ Article 8 - City's Observation Status During Construction....... 8.01 City's Project Representative ................................. 8.02 Authorized Variations in Work .............................. 8.03 Rejecting Defective Work ...................................... 8.04 Determinations for Work Performed ...................... Article 9 - Changes in the Work ...................... 9.01 Authorized Changes in the Work 9.02 Notification to Surety ................... Article 10 - Change of Contract Price; Change of Contract Time 10.01 Change of Contract Price ........................................... 10.02 Change of Contract Time ........................................... 10.03 Delays......................................................................... 24 24 25 25 26 26 26 26 26 27 .......................... 27 .......................... 27 .......................... 27 .......................... 27 .......................... 28 Article 11 - Tests and Inspections; Correction, Removal or Acceptance of Defective Work ............ 11.01 Notice of Defects.............................................................................................................. 11.02 Access to Work................................................................................................................. 11.03 Tests and Inspections........................................................................................................ 11.04 Uncovering Work............................................................................................................. 11.05 City May Stop the Work................................................................................................... 11.06 Correction or Removal of Defective Work...................................................................... 11.07 Correction Period.............................................................................................................. 11.08 City May Correct Defective Work................................................................................... Article 12 - Completion ........................................... 12.01 Contractor's Warranty of Title ............ 12.02 Partial Utilization ................................. 12.03 Final Inspection .................................... 12.04 Final Acceptance .................................. Article 13 - Suspension of Work ..................................... 13.01 City May Suspend Work ............................. Article 14 - Miscellaneous .......................................... 14.01 Giving Notice .......................................... CITY OF FORT WORTH STANDARD CITY CONDITIONS -DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 a a a a ... 29 ... 29 ... 29 ... 29 ... 30 ... 30 ... 30 ... 30 ... 31 ................................. 32 ................................. 32 ................................. 32 ................................. 32 ................................. 33 ............................................................. 33 ............................................................. 33 34 34 14.02 Computation of Times................................................................................................................ 34 14.03 Cumulative Remedies................................................................................................................. 34 14.04 Survival of Obligations...............................................................................................................35 14.05 Headings......................................................................................................................................35 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 1 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page I of 35 ARTICLE 1— DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed -defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Agreement - The written instrument which is evidence of the agreement between Developer and Contractor covering the Work 2. Asbestos —Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 3. Business Day — A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 4. Buzzsaw — City's on-line, electronic document management and collaboration system. 5. Calendar Day — A day consisting of 24 hours measured from midnight to the next midnight. 6. City— The City of Fort Worth, Texas, a Texas home -rule municipal corporation, acting by, its governing body through its City Manager, his designee, or agents authorized pursuant to its duly authorized charter on his behalf. 7. Community Facilities Agreement (CFA) A Contract between the Developer and the City for the Construction of one or more following public facilities within the City public right-of- way or easement: Water, Sanitary Sewer, Street, Storm Drain, Street Light, and Street Signs. A CFA may include private facilities within the right-of-way dedicated as private right-of- way or easement on a recorded plat. 8. Contract —The entire and integrated written document incorporating the Contract Documents between the Developer, Contractor, and/or City concerning the Work. The Contract supersedes prior negotiations, representations, or agreements, whether written or oral. 9. Contract Documents —Those items that make up the contract and which must include the Agreement, and it's attachments such as standard construction specifications, standard City Conditions, other general conditions of the Developer, including: a. An Agreement CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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 in. The Standard City Conditions n. Specifications specifically made part of the Contract Documents by attachment, if not attached, as incorporated by reference and described in the Table of Contents of the Project's Contract Documents o. Drawings P. Documentation submitted by contractor prior to Notice of Award. q. The following which may be delivered or issued after the effective date if the Agreement and, if issued become an incorporated part of the Contract Documents i. Notice to Proceed ii. Field Orders iii. Change Orders iv. Letters of Final Acceptance r. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 10. Contractor —The individual or entity with whom Developer has entered into the Agreement. 11. Day or day —A day, unless otherwise defined, shall mean a Calendar Day. 12. Developer — An individual or entity that desires to make certain improvements within the City of Fort Worth 13. Drawings —That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 14. Engineer —The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the Developer. 15. Final Acceptance — The written notice given by the City to the Developer and/or Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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. Milestone —A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 21. Non -Participating Change Order —A document, which is prepared for and reviewed by the City, which is signed by Contractor, and Developer, and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 22. Participating Change Order —A document, which is prepared for and approved by the City, which is signed by Contractor, Developer, and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 23. Plans — See definition of Drawings. 24. Project Schedule —A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Time. 25. Project —The Work to be performed under the Contract Documents. 26. Project Representative —The authorized representative of the City who will be assigned to the Site. 27. Public Meeting — An announced meeting conducted by the Developer to facilitate public participation and to assist the public in gaining an informed view of the Project. 28. Regular Working Hours — Hours beginning at 7: 00 a.m. and ending at 6:00 p.m., Monday thru Friday (excluding legal holidays). 29. Samples Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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 apart 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. in. and ending at 5: 00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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 6 p. 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 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 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 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 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 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 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 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 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 parry or the underwriter on any such policies. 13. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 4.04 Contractor's Insurance A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers' Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers' Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees. 3. The limits of liability for the insurance shall provide the following coverages for not less than the following amounts or greater where required by Laws and Regulations a. Statutory limits b. Employer's liability CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 10 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 10 of 35 1) $100,000 each accident/occurrence 2) $100,000 Disease - each employee 3) $500,000 Disease - policy limit B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy, unless the City approves such exclusions in writing. 1. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project 2. Contractor's Liability Insurance under this Section which shall be on a per project basis covering the Contractor with minimum limits 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 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 11 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 11 of 35 1) $1, 000, 000 each accident on a combined single limit basis. Split limits are acceptable if limits are at least: 2) $250,000 Bodily Injury per person 3) $500,000 Bodily Injury per accident / 4) $100,000 Property Damage D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the following requirements: 1. The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and material deliveries to cross railroad properties and tracks owned and operated by: Write the name of the railroad company. (If none, then write none) 2. The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains or other property. Such operations on railroad properties may require that Contractor to execute a "Right of Entry Agreement" with the particular railroad company or companies involved, and to this end the Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute the right -of -entry (if any) required by a railroad company. The requirements specified herein likewise relate to the Contractor's use of private and/or construction access roads crossing said railroad company's properties. 3. The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide coverage for not less than the following amounts, issued by companies satisfactory to the City and to the Railroad Company for a term that continues for so long as the Contractor's operations and work cross, occupy, or touch railroad property: a. General Aggregate: b. Each Occurrence: : Enter limits provided by Railroad Company (If none, write none) Enter limits provided by Railroad Company (If none, write none) 4. With respect to the above outlined insurance requirements, the following shall govern: a. Where a single railroad company is involved, the Contractor shall provide one insurance policy in the name of the railroad company. However, if more than one grade separation or at -grade crossing is affected by the Project at entirely separate locations on the line or lines of the same railroad company, separate coverage may be required, each in the amount stated above. b. Where more than one railroad company is operating on the same right-of-way or where several railroad companies are involved and operated on their own separate rights -of - CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 12 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 12 of 35 way, the Contractor may be required to provide separate insurance policies in the name of each railroad company. c. If, in addition to a grade separation or an at -grade crossing, other work or activity is proposed on a railroad company's right-of-way at a location entirely separate from the grade separation or at -grade crossing, insurance coverage for this work must be included in the policy covering the grade separation. d. If no grade separation is involved but other work is proposed on a railroad company's right-of-way, all such other work may be covered in a single policy for that railroad, even though the work may be at two or more separate locations. 5. No work or activities on a railroad company's property to be performed by the Contractor shall be commenced until the Contractor has furnished the City with an original policy or policies of the insurance for each railroad company named, as required above. All such insurance must be approved by the City and each affected Railroad Company prior to the Contractor's beginning work. 6. The insurance specified above must be carried until all Work to be performed on the railroad right-of-way has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. Such insurance must name the railroad company as the insured, together with any tenant or lessee of the railroad company operating over tracks involved in the Project. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 4.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the Developer and City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the Developer or City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the Developer or City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 5 — CONTRACTOR'S RESPONSIBILITIES 5.01 Supervision and Superintendent A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 13 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 13 of 35 Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 5.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City's written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication) to perform Work: 1. for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 5.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 14 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 14 of 35 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. 5.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.01 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.01 and the General Requirements) proposed adjustments in the Project Schedule. 2. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 9. Adjustments in Contract Time for projects with City participation shall be made by participating change orders. 5.05 Substitutes and "Or -Equals " A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or -equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. 1. "Or -Equal" Items: If in City's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an "or -equal" item, in which case review and approval of the proposed item may, in City's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 5.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 15 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 15 of 35 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or -equal" item under Paragraph 5.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 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 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 16 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 16 of 35 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 5.05.A.2. C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 5.05.A and 5.05.13. 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.B. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or -equal" at Contractor's expense. G. Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Participating Change Order. 5.06 Pre -Qualification of Bidders (Prime Contractors and Subcontractors) A. The Contractor and any subcontractors are required to be prequalified for the work types requiring pre -qualification 5.07 Concerning Subcontractors, Suppliers, and Others A. Minority and Women Owned Business Enterprise Compliance: CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 17 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 17 of 35 ❑ Required for this Contract. (Check this box if there is any City Participation) ❑ Not Required for this Contract. It is City policy to ensure the full and equitable participation by Minority and Women Business Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MWBE goal, Contractor is required to comply with the intent of the City's MWBE Ordinance (as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MWBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MWBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MWBE. Material misrepresentation of any nature will be grounds for termination of the Contract. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. B. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. C. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. D. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. E. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of these Contract CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 18 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 18 of 35 Documents, Contractor shall provide City contract numbers and reference numbers to the Subcontractors and/or Suppliers. 5.08 Wage Rates ❑ Required for this Contract. ❑ Not Required for this Contract. A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31 st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 1 Ith day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 19 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 19 of 35 occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. Progress Payments. With each progress payment or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 5.09 Patent Fees and Royalties A. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 5.10 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.01. 5.11 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 20 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 20 of 35 other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 5.18, Contractor shall 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 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 21 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 21 of 35 Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 5.13 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 5.13.A.2 or 5.13.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 5.14 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 22 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 22 of 35 5.15 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 5.16 Submittals A. Contractor shall submit required Submittals to City for review and acceptance. Each submittal will be identified as required by City. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 5.16.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For -Information -Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 5.16.C. B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City's review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City's Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City's review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 23 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 23 of 35 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 5.17 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1. observations by City; 2. recommendation or payment by City or Developer of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 24 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 24 of 35 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 4.02.13. 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 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 25 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 25 of 35 C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 5.19, City's review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City's review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 5.16.C. 5.20 Right to Audit: A. The City reserves the right to audit all projects utilizing City funds B. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. C. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all Subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. D. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 5.21 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit - related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 26 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 26 of 35 ARTICLE 6 — OTHER WORK AT THE SITE 6.01 Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other work with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects in the work provided by others. ARTICLE 7 — CITY'S RESPONSIBILITIES 7.01 Inspections, Tests, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 11.03. 7.02 Limitations on City's Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 5.13. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 27 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 27 of 35 7.03 Compliance with Safety Program While at the Site, City's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Paragraph 5.13. ARTICLE 8 — CITY'S OBSERVATION STATUS DURING CONSTRUCTION 8.01 City's Project Representative City will provide one or more Project Representative(s) during the construction period. The duties and responsibilities and the limitations of authority of City's representative during construction are set forth in the Contract Documents. A. City's Project Representative will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Representative will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Representative will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's Project Representative's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City's Project Representative's visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents. 8.02 Authorized Variations in Work City's Project Representative may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City Developer, and also on Contractor, who shall perform the Work involved promptly. 8.03 Rejecting Defective Work City will have authority to reject Work which City's Project Representative believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 11, whether or not the Work is fabricated, installed, or completed. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 28 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 28 of 35 8.04 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City's Project Representative will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be final (except as modified to reflect changed factual conditions or more accurate data). ARTICLE 9 — CHANGES IN THE WORK 9.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Participating Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price on a project with City participation, a Field Order may be issued by the City. 9.02 Notification to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. ARTICLE 10 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 10.01 Change of Contract Price A. The Contract Price may only be changed by a Participating Change Order for projects with City participation. 10.02 Change of Contract Time A. The Contract Time may only be changed by a Participating Change Order for projects with City participation. 10.03 Delays A. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 29 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 29 of 35 ARTICLE 11— TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 11.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 11.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 11.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections, which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re -tests, or approvals required for City's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re -tests, or approvals shall be performed by organizations approved by City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible, with Contractor; 2. Should any Testing under this Section 11.03 D result in a "fail", "did not pass" or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor's cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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. Developer/Contractor. City will forward all invoices for retests to 4. If Contractor fails to pay the Testing Lab, City will not issue a letter of Final Acceptance until the Testing Lab is Paid E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. 11.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City's observation and replaced at Contractor's expense. 11.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 11.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 11.06 or Paragraph 11.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any, on said Work. 11.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 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 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 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 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS 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 i£ 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 14.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 14.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 DIVISION Ol GENERAL REQUIREMENTS 011100-1 DAP SUMMARY OF WORK SECTION 01 11 00 SUMMARY OF WORK PART1- GENERAL 1.1 SUMMARY A. Section Includes: Page 1 of 3 1. Summary of Work to be performed in accordance with the Contract Documents B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1 - General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Work Covered by Contract Documents 1. Work is to include furnishing all labor, materials, and equipment, and performing all Work necessary for this construction project as detailed in the Drawings and Specifications. B. Subsidiary Work Any and all Work specifically governed by documentary requirements for the project, such as conditions imposed by the Drawings or Contract Documents in which no specific item for bid has been provided for in the Proposal and the item is not a typical unit bid item included on the standard bid item list, then the item shall be considered as a subsidiary item of Work, the cost of which shall be included in the price bid in the Proposal for various bid items. C. Use of Premises 1. Coordinate uses of premises under direction of the City. 2. Assume full responsibility for protection and safekeeping of materials and equipment stored on the Site. Use and occupy only portions of the public streets and alleys, or other public places or other rights -of -way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by the City. a. A reasonable amount of tools, materials, and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. CITY OF FORT WORTH Deer Creek Meadows Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN #104554 Revised December 20, 2012 011100-2 DAP SUMMARY OF WORK Page 2 of 3 b. Excavated and waste materials shall be stored in such a way as not to interfere with the use of spaces that may be designated to be left free and unobstructed and so as not to inconvenience occupants of adjacent property. c. If the street is occupied by railroad tracks, the Work shall be carried on in such manner as not to interfere with the operation of the railroad. 1) All Work shall be in accordance with railroad requirements set forth in Division 0 as well as the railroad permit. D. Work within Easements 1. Do not enter upon private property for any purpose without having previously obtained permission from the owner of such property. 2. Do not store equipment or material on private property unless and until the specified approval of the property owner has been secured in writing by the Contractor and a copy furnished to the City. 3. Unless specifically provided otherwise, clear all rights -of -way or easements of obstructions which must be removed to make possible proper prosecution of the Work as a part of the project construction operations. 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, lawns, fences, culverts, curbing, and all other types of structures or improvements, to all water, sewer, and gas lines, to all conduits, overhead pole lines, or appurtenances thereof, including the construction of temporary fences and to all other public or private property adjacent to the Work. 5. Notify the proper representatives of the owners or occupants of the public or private lands of interest in lands which might be affected by the Work. a. Such notice shall be made at least 48 hours in advance of the beginning of the Work. b. Notices shall be applicable to both public and private utility companies and any corporation, company, individual, or other, either as owners or occupants, whose land or interest in land might be affected by the Work. c. Be responsible for all damage or injury to property of any character resulting from any act, omission, neglect, or misconduct in the manner or method or execution of the Work, or at any time due to defective work, material, or equipment. 6. Fence a. Restore all fences encountered and removed during construction of the Project to the original or a better than original condition. b. Erect temporary fencing in place of the fencing removed whenever the Work is not in progress and when the site is vacated overnight, and/or at all times to provide site security. c. The cost for all fence work within easements, including removal, temporary closures and replacement, shall be subsidiary to the various items bid in the project proposal, unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH Deer Creek Meadows Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN #104554 Revised December 20, 2012 011100-3 DAP SUMMARY OF WORK Page 3 of 3 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 I DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Deer Creek Meadows Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN #104554 Revised December 20, 2012 01 25 00 - 1 DAP SUBSTITUTION PROCEDURES SECTION 0125 00 SUBSTITUTION PROCEDURES PART1- GENERAL 1.1 SUMMARY A. Section Includes: Page 1 of 4 1. The procedure for requesting the approval of substitution of a product that is not equivalent to a product which is specified by descriptive or performance criteria or defined by reference to 1 or more of the following: a. Name of manufacturer b. Name of vendor c. Trade name d. Catalog number 2. Substitutions are not "or -equals". B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Request for Substitution - General 1. Within 30 days after award of Contract (unless noted otherwise), the City will consider formal requests from Contractor for substitution of products in place of those specified. 2. Certain types of equipment and kinds of material are described in Specifications by means of references to names of manufacturers and vendors, trade names, or catalog numbers. a. When this method of specifying is used, it is not intended to exclude from consideration other products bearing other manufacturer's or vendor's names, trade names, or catalog numbers, provided said products are "or -equals," as determined by City. 3. Other types of equipment and kinds of material may be acceptable substitutions under the following conditions: a. Or -equals are unavailable due to strike, discontinued production of products meeting specified requirements, or other factors beyond control of Contractor; or, CITY OF FORT WORTH Deer Creek Meadows Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104554 Revised August 30, 2013 012500-2 DAP SUBSTITUTION PROCEDURES Page 2 of 4 b. Contractor proposes a cost and/or time reduction incentive to the City. 1.5 SUBMITTALS A. See Request for Substitution Form (attached) B. Procedure for Requesting Substitution 1. Substitution shall be considered only: a. After award of Contract b. Under the conditions stated herein 2. Submit 3 copies of each written request for substitution, including: a. Documentation 1) Complete data substantiating compliance of proposed substitution with Contract Documents 2) Data relating to changes in construction schedule, when a reduction is proposed 3) Data relating to changes in cost b. For products 1) Product identification a) Manufacturer's name b) Telephone number and representative contact name c) Specification Section or Drawing reference of originally specified product, including discrete name or tag number assigned to original product in the Contract Documents 2) Manufacturer's literature clearly marked to show compliance of proposed product with Contract Documents 3) Itemized comparison of original and proposed product addressing product characteristics including, but not necessarily limited to: a) Size b) Composition or materials of construction c) Weight d) Electrical or mechanical requirements 4) Product experience a) Location of past projects utilizing product b) Name and telephone number of persons associated with referenced projects knowledgeable concerning proposed product c) Available field data and reports associated with proposed product 5) Samples a) Provide at request of City. b) Samples become the property of the City. c. For construction methods: 1) Detailed description of proposed method 2) Illustration drawings C. Approval or Rejection 1. Written approval or rejection of substitution given by the City 2. City reserves the right to require proposed product to comply with color and pattern of specified product if necessary to secure design intent. 3. In the event the substitution is approved, if a reduction in cost or time results, it will be documented by Change Order. CITY OF FORT WORTH Deer Creek Meadows Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104554 Revised August 30, 2013 012500-3 DAP SUBSTITUTION PROCEDURES Page 3 of 4 4. Substitution will be rejected i£ a. Submittal is not through the Contractor with his stamp of approval b. Request is not made in accordance with this Specification Section c. In the Developer's opinion, acceptance will require substantial revision of the original design d. In the City's or Developer's opinion, substitution will not perform adequately the function consistent with the design intent 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. In making request for substitution or in using an approved product, the Contractor represents that the Contractor: 1. Has investigated proposed product, and has determined that it is adequate or superior in all respects to that specified, and that it will perform function for which it is intended 2. Will provide same guarantee for substitute item as for product specified 3. Will coordinate installation of accepted substitution into Work, to include building modifications if necessary, making such changes as may be required for Work to be complete in all respects 4. Waives all claims for additional costs related to substitution which subsequently arise 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Deer Creek Meadows Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104554 Revised August 30, 2013 01 25 00 - 4 DAP SUBSTITUTION PROCEDURES Page 4 of 4 EXHIBIT A REQUEST FOR SUBSTITUTION FORM: TO: PROJECT: DATE: We hereby submit for your consideration the following product instead of the specified item for the above project: SECTION PARAGRAPH SPECIFIED ITEM Proposed Substitution: Reason for Substitution: Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Fill in Blanks Below: A. Will the undersigned contractor pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? B. What effect does substitution have on other trades? C. Differences between proposed substitution and specified item? D. Differences in product cost or product delivery time? E. Manufacturer's guarantees of the proposed and specified items are: Equal Better (explain on attachment) The undersigned states that the function, appearance and quality are equivalent or superior to the specified item. Submitted By: For Use by City Signature Recommended as noted Firm Not recommended Address By Date Date Remarks Telephone For Use by City: Approved Rejected City Date Recommended Received late CITY OF FORT WORTH Deer Creek Meadows Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104554 Revised August 30, 2013 SECTION 013119 PRECONSTRUCTION MEETING PART1- GENERAL 1.1 SUMMARY A. Section Includes: 0131 19- 1 DAP PRECONSTRUCTION MEETING Page 1 of 3 1. Provisions for the preconstruction meeting to be held prior to the start of Work to clarify construction contract administration procedures B. Deviations from this City of Fort Worth Standard Specification 1. No construction schedule required unless requested by the City. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Attend preconstruction meeting. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meeting administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. B. Preconstruction Meeting 1. A preconstruction meeting will be held within 14 days after the delivery of the distribution package to the City. a. The meeting will be scheduled and administered by the City. 2. The Project Representative will preside at the meeting, prepare the notes of the meeting and distribute copies of same to all participants who so request by fully completing the attendance form to be circulated at the beginning of the meeting. 3. Attendance shall include: a. Developer and Consultant b. Contractor's project manager c. Contractor's superintendent d. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request CITY OF FORT WORTH Deer Creek Meadows Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104554 Revised August 30, 2013 013119-2 DAP PRECONSTRUCTION MEETING Page 2 of 3 e. Other City representatives f. Others as appropriate 4. Preliminary Agenda may include: a. Introduction of Project Personnel b. General Description of Project c. Status of right-of-way, utility clearances, easements or other pertinent permits d. Contractor's work plan and schedule e. Contract Time f. Notice to Proceed g. Construction Staking h. Progress Payments i. Extra Work and Change Order Procedures j. Field Orders k. Disposal Site Letter for Waste Material 1. Insurance Renewals in. Payroll Certification n. Material Certifications and Quality Control Testing o. Public Safety and Convenience p. Documentation of Pre -Construction Conditions q. Weekend Work Notification r. Legal Holidays s. Trench Safety Plans t. Confined Space Entry Standards u. Coordination with the City's representative for operations of existing water systems v. Storm Water Pollution Prevention Plan w. Coordination with other Contractors x. Early Warning System y. Contractor Evaluation z. Special Conditions applicable to the project aa. Damages Claims bb. Submittal Procedures cc. Substitution Procedures dd. Correspondence Routing ee. Record Drawings ff. Temporary construction facilities gg. MBE/SBE procedures hh. Final Acceptance ii. Final Payment J. Questions or Comments CITY OF FORT WORTH Deer Creek Meadows Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104554 Revised August 30, 2013 013119-3 DAP PRECONSTRUCTION MEETING Page 3 of 3 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 I DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Deer Creek Meadows Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104554 Revised August 30, 2013 013233-1 DAP PRECONSTRUCTION VIDEO Page 1 of 2 SECTION 0132 33 PRECONSTRUCTION VIDEO PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative and procedural requirements for: a. Preconstruction Videos B. Deviations from this City of Fort Worth Standard Specification 1. Though not mandatory, it is highly recommended on infill developer projects. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Preconstruction Video 1. Produce a preconstruction video of the site/alignment, including all areas in the vicinity of and to be affected by construction. a. Provide digital copy of video upon request by the City. 2. Retain a copy of the preconstruction video until the end of the maintenance surety period. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] CITY OF FORT WORTH Deer Creek Meadows Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104554 Revised August 30, 2013 013233-2 DAP PRECONSTRUCTION VIDEO Page 2 of 2 PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Deer Creek Meadows Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104554 Revised August 30, 2013 SECTION 0133 00 DAP SUBMITTALS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 013300-1 DAP SUBMITTALS Page 1 of 8 General methods and requirements of submissions applicable to the following Work -related submittals: a. Shop Drawings b. Product Data (including Standard Product List submittals) c. Samples d. Mock Ups B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Notify the City in writing, at the time of submittal, of any deviations in the submittals from the requirements of the Contract Documents. 2. Coordination of Submittal Times a. Prepare, prioritize and transmit each submittal sufficiently in advance of performing the related Work or other applicable activities, or within the time specified in the individual Work Sections, of the Specifications. b. Contractor is responsible such that the installation will not be delayed by processing times including, but not limited to: a) Disapproval and resubmittal (if required) b) Coordination with other submittals c) Testing d) Purchasing e) Fabrication f) Delivery g) Similar sequenced activities c. No extension of time will be authorized because of the Contractor's failure to transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH Deer Creek Meadows Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104554 Revised August 30, 2013 013300-2 DAP SUBMITTALS Page 2 of 8 d. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Submittal Numbering When submitting shop drawings or samples, utilize a 9-character submittal cross- reference identification numbering system in the following manner: a. Use the first 6 digits of the applicable Specification Section Number. b. For the next 2 digits number use numbers 01-99 to sequentially number each initial separate item or drawing submitted under each specific Section number. c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical submittal number would be as follows: 1) 03 30 00 is the Specification Section for Concrete 2) 08 is the eighth initial submittal under this Specification Section 3) B is the third submission (second resubmission) of that particular shop drawing C. Contractor Certification 1. Review shop drawings, product data and samples, including those by subcontractors, prior to submission to determine and verify the following: a. Field measurements b. Field construction criteria c. Catalog numbers and similar data d. Conformance with the Contract Documents Provide each shop drawing, sample and product data submitted by the Contractor with a Certification Statement affixed including: a. The Contractor's Company name b. Signature of submittal reviewer c. Certification Statement 1) `By this submittal, I hereby represent that I have determined and verified field measurements, field construction criteria, materials, dimensions, catalog numbers and similar data and I have checked and coordinated each item with other applicable approved shop drawings." D. Submittal Format 1. Fold shop drawings larger than 8 '/2 inches x 11 inches to 8 '/2 inches x 11 inches. 2. Bind shop drawings and product data sheets together. 3. Order a. Cover Sheet 1) Description of Packet 2) Contractor Certification b. List of items / Table of Contents c. Product Data /Shop Drawings/Samples /Calculations E. Submittal Content 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTH Deer Creek Meadows Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104554 Revised August 30, 2013 013300-3 DAP SUBMITTALS Page 3 of 8 2. The Project title and number 3. Contractor identification 4. The names o£ a. Contractor b. Supplier c. Manufacturer 5. Identification of the product, with the Specification Section number, page and paragraph(s) 6. Field dimensions, clearly identified as such 7. Relation to adjacent or critical features of the Work or materials 8. Applicable standards, such as ASTM or Federal Specification numbers 9. Identification by highlighting of deviations from Contract Documents 10. Identification by highlighting of revisions on resubmittals 11. An 8-inch x 3-inch blank space for Contractor and City stamps F. Shop Drawings 1. As specified in individual Work Sections includes, but is not necessarily limited to: a. Custom -prepared data such as fabrication and erection/installation (working) drawings b. Scheduled information c. Setting diagrams d. Actual shopwork manufacturing instructions e. Custom templates f. Special wiring diagrams g. Coordination drawings h. Individual system or equipment inspection and test reports including: 1) Performance curves and certifications i. As applicable to the Work 2. Details a. Relation of the various parts to the main members and lines of the structure b. Where correct fabrication of the Work depends upon field measurements 1) Provide such measurements and note on the drawings prior to submitting for approval. G. Product Data 1. For submittals of product data for products included on the City's Standard Product List, clearly identify each item selected for use on the Project. 2. For submittals of product data for products not included on the City's Standard Product List, submittal data may include, but is not necessarily limited to: a. Standard prepared data for manufactured products (sometimes referred to as catalog data) 1) Such as the manufacturer's product specification and installation instructions 2) Availability of colors and patterns 3) Manufacturer's printed statements of compliances and applicability 4) Roughing -in diagrams and templates 5) Catalog cuts 6) Product photographs CITY OF FORT WORTH Deer Creek Meadows Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104554 Revised August 30, 2013 013300-4 DAP SUBMITTALS Page 4 of 8 7) Standard wiring diagrams 8) Printed performance curves and operational -range diagrams 9) Production or quality control inspection and test reports and certifications 10) Mill reports 11) Product operating and maintenance instructions and recommended spare -parts listing and printed product warranties 12) As applicable to the Work H. Samples As specified in individual Sections, include, but are not necessarily limited to: a. Physical examples of the Work such as: 1) Sections of manufactured or fabricated Work 2) Small cuts or containers of materials 3) Complete units of repetitively used products color/texture/pattern swatches and range sets 4) Specimens for coordination of visual effect 5) Graphic symbols and units of Work to be used by the City for independent inspection and testing, as applicable to the Work I. Do not start Work requiring a shop drawing, sample or product data nor any material to be fabricated or installed prior to the approval or qualified approval of such item. 1. Fabrication performed, materials purchased or on -site construction accomplished which does not conform to approved shop drawings and data is at the Contractor's risk. 2. The City will not be liable for any expense or delay due to corrections or remedies required to accomplish conformity. 3. Complete project Work, materials, fabrication, and installations in conformance with approved shop drawings, applicable samples, and product data. J. Submittal Distribution Electronic Distribution a. Confirm development of Project directory for electronic submittals to be uploaded to City's Buzzsaw site, or another external FTP site approved by the City. b. Shop Drawings 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals b) If Contractor requires more than 1 hard copy of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. c. Product Data 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals d. Samples 1) Distributed to the Project Representative 2. Hard Copy Distribution (if required in lieu of electronic distribution) CITY OF FORT WORTH Deer Creek Meadows Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104554 Revised August 30, 2013 013300-5 DAP SUBMITTALS Page 5 of 8 a. Shop Drawings 1) Distributed to the City 2) Copies a) 8 copies for mechanical submittals b) 7 copies for all other submittals c) If Contractor requires more than 3 copies of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. b. Product Data 1) Distributed to the City 2) Copies a) 4 copies c. Samples 1) Distributed to the Project Representative 2) Copies a) Submit the number stated in the respective Specification Sections. 3. Distribute reproductions of approved shop drawings and copies of approved product data and samples, where required, to the job site file and elsewhere as directed by the City. a. Provide number of copies as directed by the City but not exceeding the number previously specified. K. Submittal Review 1. The review of shop drawings, data and samples will be for general conformance with the design concept and Contract Documents. This is not to be construed as: a. Permitting any departure from the Contract requirements b. Relieving the Contractor of responsibility for any errors, including details, dimensions, and materials c. Approving departures from details furnished by the City, except as otherwise provided herein 2. The review and approval of shop drawings, samples or product data by the City does not relieve the Contractor from his/her responsibility with regard to the fulfillment of the terms of the Contract. a. All risks of error and omission are assumed by the Contractor, and the City will have no responsibility therefore. 3. The Contractor remains responsible for details and accuracy, for coordinating the Work with all other associated work and trades, for selecting fabrication processes, for techniques of assembly and for performing Work in a safe manner. 4. If the shop drawings, data or samples as submitted describe variations and show a departure from the Contract requirements which City finds to be in the interest of the City and to be so minor as not to involve a change in Contract Price or time for performance, the City may return the reviewed drawings without noting an exception. 5. Submittals will be returned to the Contractor under 1 of the following codes: a. Code 1 1) "NO EXCEPTIONS TAKEN' is assigned when there are no notations or comments on the submittal. a) When returned under this code the Contractor may release the equipment and/or material for manufacture. b. Code 2 CITY OF FORT WORTH Deer Creek Meadows Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104554 Revised August 30, 2013 013300-6 DAP SUBMITTALS Page 6 of 8 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the notations and comments IS NOT required by the Contractor. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. c. Code 3 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned when notations and comments are extensive enough to require a resubmittal of the package. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. b) This resubmittal is to address all comments, omissions and non -conforming items that were noted. c) Resubmittal is to be received by the City within 15 Calendar Days of the date of the City's transmittal requiring the resubmittal. d. Code 4 1) "NOT APPROVED" is assigned when the submittal does not meet the intent of the Contract Documents. a) The Contractor must resubmit the entire package revised to bring the submittal into conformance. b) It may be necessary to resubmit using a different manufacturer/vendor to meet the Contract Documents. 6. Resubmittals a. Handled in the same manner as first submittals 1) Corrections other than requested by the City 2) Marked with revision triangle or other similar method a) At Contractor's risk if not marked b. Submittals for each item will be reviewed no more than twice at the City's expense. 1) All subsequent reviews will be performed at times convenient to the City and at the Contractor's expense, based on the City's or City Representative's then prevailing rates. 2) Provide Contractor reimbursement to the City within 30 Calendar Days for all such fees invoiced by the City. c. The need for more than 1 resubmission or any other delay in obtaining City's review of submittals, will not entitle the Contractor to an extension of Contract Time. 7. Partial Submittals a. City reserves the right to not review submittals deemed partial, at the City's discretion. b. Submittals deemed by the City to be not complete will be returned to the Contractor, and will be considered "Not Approved" until resubmitted. c. The City may at its option provide a list or mark the submittal directing the Contractor to the areas that are incomplete. 8. If the Contractor considers any correction indicated on the shop drawings to constitute a change to the Contract Documents, then written notice must be provided thereof to the Developer at least 7 Calendar Days prior to release for manufacture. CITY OF FORT WORTH Deer Creek Meadows Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104554 Revised August 30, 2013 013300-7 DAP SUBMITTALS Page 7 of 8 9. When the shop drawings have been completed to the satisfaction of the City, the Contractor may carry out the construction in accordance therewith and no further changes therein except upon written instructions from the City. 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days following receipt of submittal by the City. L. Mock ups 1. Mock Up units as specified in individual Sections, include, but are not necessarily limited to, complete units of the standard of acceptance for that type of Work to be used on the Project. Remove at the completion of the Work or when directed. M. Qualifications 1. If specifically required in other Sections of these Specifications, submit a P.E. Certification for each item required. N. Request for Information (RFI) Contractor Request for additional information a. Clarification or interpretation of the contract documents b. When the Contractor believes there is a conflict between Contract Documents c. When the Contractor believes there is a conflict between the Drawings and Specifications 1) Identify the conflict and request clarification 2. Sufficient information shall be attached to permit a written response without further information. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH Deer Creek Meadows Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104554 Revised August 30, 2013 013300-8 DAP SUBMITTALS Page 8 of 8 PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days CITY OF FORT WORTH Deer Creek Meadows Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104554 Revised August 30, 2013 0135 13- 1 DAP SPECIAL PROJECT PROCEDURES SECTION 0135 13 SPECIAL PROJECT PROCEDURES PART1- GENERAL 1.1 SUMMARY A. Section Includes: Page 1 of 7 The procedures for special project circumstances that includes, but is not limited to: a. Coordination with the Texas Department of Transportation b. Work near High Voltage Lines c. Confined Space Entry Program d. Air Pollution Watch Days e. Use of Explosives, Drop Weight, Etc. f. Water Department Notification g. Public Notification Prior to Beginning Construction h. Coordination with United States Army Corps of Engineers i. Coordination within Railroad permits areas j. Dust Control k. Employee Parking B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 33 12 25 — Connection to Existing Water Mains 1.2 REFERENCES A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. 3. North Central Texas Council of Governments (NCTCOG) — Clean Construction Specification 1.3 ADMINISTRATIVE REQUIREMENTS A. Coordination with the Texas Department of Transportation 1. When work in the right-of-way which is under the jurisdiction of the Texas Department of Transportation (TxDOT): a. Notify the Texas Department of Transportation prior to commencing any work therein in accordance with the provisions of the permit CITY OF FORT WORTH Deer Creek Meadows Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104554 Revised August, 30, 2013 013513-2 DAP SPECIAL PROJECT PROCEDURES Page 2 of 7 b. All work performed in the TxDOT right-of-way shall be performed in compliance with and subject to approval from the Texas Department of Transportation B. Work near High Voltage Lines 1. Regulatory Requirements a. All Work near High Voltage Lines (more than 600 volts measured between conductors or between a conductor and the ground) shall be in accordance with Health and Safety Code, Title 9, Subtitle A, Chapter 752. 2. Warning sign a. Provide sign of sufficient size meeting all OSHA requirements. 3. Equipment operating within 10 feet of high voltage lines will require the following safety features a. Insulating cage -type of guard about the boom or arm b. Insulator links on the lift hook connections for back hoes or dippers c. Equipment must meet the safety requirements as set forth by OSHA and the safety requirements of the owner of the high voltage lines 4. Work within 6 feet of high voltage electric lines a. Notification shall be given to: 1) The power company (example: ONCOR) a) Maintain an accurate log of all such calls to power company and record action taken in each case. b. Coordination with power company 1) After notification coordinate with the power company to: a) Erect temporary mechanical barriers, de -energize the lines, or raise or lower the lines c. No personnel may work within 6 feet of a high voltage line before the above requirements have been met. C. Confined Space Entry Program 1. Provide and follow approved Confined Space Entry Program in accordance with OSHA requirements. 2. Confined Spaces include: a. Manholes b. All other confined spaces in accordance with OSHA's Permit Required for Confined Spaces D. Use of Explosives, Drop Weight, Etc. When Contract Documents permit on the project the following will apply: a. Public Notification 1) Submit notice to City and proof of adequate insurance coverage, 24 hours prior to commencing. 2) Minimum 24 hour public notification in accordance with Section 01 31 13 E. Water Department Coordination During the construction of this project, it will be necessary to deactivate, for a period of time, existing lines. The Contractor shall be required to coordinate with the Water Department to determine the best times for deactivating and activating those lines. CITY OF FORT WORTH Deer Creek Meadows Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104554 Revised August, 30, 2013 013513-3 DAP SPECIAL PROJECT PROCEDURES Page 3 of 7 2. Coordinate any event that will require connecting to or the operation of an existing City water line system with the City's representative. a. Coordination shall be in accordance with Section 33 12 25. b. If needed, obtain a hydrant water meter from the Water Department for use during the life of named project. c. In the event that a water valve on an existing live system be turned off and on to accommodate the construction of the project is required, coordinate this activity through the appropriate City representative. 1) Do not operate water line valves of existing water system. a) Failure to comply will render the Contractor in violation of Texas Penal Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor will be prosecuted to the full extent of the law. b) In addition, the Contractor will assume all liabilities and responsibilities as a result of these actions. F. Public Notification Prior to Beginning Construction Prior to beginning construction on any block in the project, on a block by block basis, prepare and deliver a notice or flyer of the pending construction to the front door of each residence or business that will be impacted by construction. The notice shall be prepared as follows: a. Post notice or flyer 7 days prior to beginning any construction activity on each block in the project area. 1) Prepare flyer on the Contractor's letterhead and include the following information: a) Name of Project b) City Project No (CPN) c) Scope of Project (i.e. type of construction activity) d) Actual construction duration within the block e) Name of the contractor's foreman and phone number f) Name of the City's inspector and phone number g) City's after-hours phone number 2) A sample of the `pre -construction notification' flyer is attached as Exhibit A. 3) Submit schedule showing the construction start and finish time for each block of the project to the inspector. 4) Deliver flyer to the City Inspector for review prior to distribution. b. No construction will be allowed to begin on any block until the flyer is delivered to all residents of the block. G. Public Notification of Temporary Water Service Interruption during Construction 1. In the event it becomes necessary to temporarily shut down water service to residents or businesses during construction, prepare and deliver a notice or flyer of the pending interruption to the front door of each affected resident. 2. Prepared notice as follows: a. The notification or flyer shall be posted 24 hours prior to the temporary interruption. b. Prepare flyer on the contractor's letterhead and include the following information: 1) Name of the project 2) City Project Number CITY OF FORT WORTH Deer Creek Meadows Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104554 Revised August, 30, 2013 013513-4 DAP SPECIAL PROJECT PROCEDURES Page 4 of 7 3) Date of the interruption of service 4) Period the interruption will take place 5) Name of the contractor's foreman and phone number 6) Name of the City's inspector and phone number c. A sample of the temporary water service interruption notification is attached as Exhibit B. d. Deliver a copy of the temporary interruption notification to the City inspector for review prior to being distributed. e. No interruption of water service can occur until the flyer has been delivered to all affected residents and businesses. f. Electronic versions of the sample flyers can be obtained from the Project Construction Inspector. H. Coordination with United States Army Corps of Engineers (USACE) At locations in the Project where construction activities occur in areas where USACE permits are required, meet all requirements set forth in each designated permit. I. Coordination within Railroad Permit Areas At locations in the project where construction activities occur in areas where railroad permits are required, meet all requirements set forth in each designated railroad permit. This includes, but is not limited to, provisions for: a. Flagmen b. Inspectors c. Safety training d. Additional insurance e. Insurance certificates f. Other employees required to protect the right-of-way and property of the Railroad Company from damage arising out of and/or from the construction of the project. Proper utility clearance procedures shall be used in accordance with the permit guidelines. Obtain any supplemental information needed to comply with the railroad's requirements. J. Dust Control 1. Use acceptable measures to control dust at the Site. a. If water is used to control dust, capture and properly dispose of waste water. b. If wet saw cutting is performed, capture and properly dispose of slurry. K. Employee Parking 1. Provide parking for employees at locations approved by the City. CITY OF FORT WORTH Deer Creek Meadows Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104554 Revised August, 30, 2013 013513-5 DAP SPECIAL PROJECT PROCEDURES Page 5 of 7 1.4 SUBMITTALS [NOT USED] 1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.6 CLOSEOUT SUBMITTALS [NOT USED] 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.8 QUALITY ASSURANCE [NOT USED] 1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.10 FIELD [SITE] CONDITIONS [NOT USED] 1.11 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log I 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. CITY OF FORT WORTH Deer Creek Meadows Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104554 Revised August, 30, 2013 01 35 13 - 6 DAP SPECIAL PROJECT PROCEDURES EXHIBIT A (To be printed on Contractor's Letterhead) Date: CPN No.: Project Name: Mapsco Location: Limits of Construction: Page 6 of 7 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> OR Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF FORT WORTH Deer Creek Meadows Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 4104554 Revised August, 30, 2013 Date: EXHIBIT B FORT WORTH DOE NO. XXXX Project Name: 013513-7 DAP SPECIAL PROJECT PROCEDURES Page 7 of 7 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. I AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, CONTRACTOR CITY OF FORT WORTH Deer Creek Meadows Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104554 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 Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. a. Contractor is responsible for performing, coordinating, and payment of all Quality Control testing. b. City is responsible for performing and payment for first set of Quality Assurance testing. 1) If the first Quality Assurance test performed by the City fails, the Contractor is responsible for payment of subsequent Quality Assurance testing until a passing test occurs. a) Final acceptance will not be issued by City until all required payments for testing by Contractor have been paid in full. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Testing 1. Complete testing in accordance with the Contract Documents. 2. Coordination a. When testing is required to be performed by the City, notify City, sufficiently in advance, when testing is needed. b. When testing is required to be completed by the Contractor, notify City, sufficiently in advance, that testing will be performed. 3. Distribution of Testing Reports a. Electronic Distribution 1) Confirm development of Project directory for electronic submittals to be uploaded to the City's document management system, or another form of distribution approved by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Deer Creek Meadows Phase 8 Revised March 20, 2020 CPN# 105127 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 SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 03/20/2020 D.V. Magana Removed reference to Buzzsaw and noted that electronic submittals be uploaded through the City's document management system. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Deer Creek Meadows Phase 8 Revised March 20, 2020 CPN# 105127 01 50 00 - 1 DAP TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 SECTION 0150 00 TEMPORARY FACILITIES AND CONTROLS PART1- GENERAL 1.1 SUMMARY A. Section Includes: Provide temporary facilities and controls needed for the Work including, but not necessarily limited to: a. Temporary utilities b. Sanitary facilities c. Storage Sheds and Buildings d. Dust control e. Temporary fencing of the construction site B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Temporary Utilities 1. Obtaining Temporary Service a. Make arrangements with utility service companies for temporary services. b. Abide by rules and regulations of utility service companies or authorities having jurisdiction. c. Be responsible for utility service costs until Work is approved for Final Acceptance. 1) Included are fuel, power, light, heat and other utility services necessary for execution, completion, testing and initial operation of Work. 2. Water a. Contractor to provide water required for and in connection with Work to be performed and for specified tests of piping, equipment, devices or other use as required for the completion of the Work. b. Provide and maintain adequate supply of potable water for domestic consumption by Contractor personnel and City's Project Representatives. c. Coordination 1) Contact City 1 week before water for construction is desired CITY OF FORT WORTH Deer Creek Meadows Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104554 Revised JULY 1, 2011 015000-2 DAP TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 d. Contractor Payment for Construction Water 1) Obtain construction water meter from City for payment as billed by City's established rates. 3. Electricity and Lighting a. Provide and pay for electric powered service as required for Work, including testing of Work. 1) Provide power for lighting, operation of equipment, or other use. b. Electric power service includes temporary power service or generator to maintain operations during scheduled shutdown. 4. Telephone a. Provide emergency telephone service at Site for use by Contractor personnel and others performing work or furnishing services at Site. 5. Temporary Heat and Ventilation a. Provide temporary heat as necessary for protection or completion of Work. b. Provide temporary heat and ventilation to assure safe working conditions. B. Sanitary Facilities 1. Provide and maintain sanitary facilities for persons on Site. a. Comply with regulations of State and local departments of health. 2. Enforce use of sanitary facilities by construction personnel at job site. a. Enclose and anchor sanitary facilities. b. No discharge will be allowed from these facilities. c. Collect and store sewage and waste so as not to cause nuisance or health problem. d. Haul sewage and waste off -site at no less than weekly intervals and properly dispose in accordance with applicable regulation. 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 4. Remove facilities at completion of Project C. Storage Sheds and Buildings 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor above ground level for materials and equipment susceptible to weather damage. 2. Storage of materials not susceptible to weather damage may be on blocks off ground. 3. Store materials in a neat and orderly manner. a. Place materials and equipment to permit easy access for identification, inspection and inventory. 4. Equip building with lockable doors and lighting, and provide electrical service for equipment space heaters and heating or ventilation as necessary to provide storage environments acceptable to specified manufacturers. 5. Fill and grade site for temporary structures to provide drainage away from temporary and existing buildings. 6. Remove building from site prior to Final Acceptance. D. Temporary Fencing 1. Provide and maintain for the duration or construction when required in contract documents E. Dust Control CITY OF FORT WORTH Deer Creek Meadows Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104554 Revised JULY 1, 2011 015000-3 DAP TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 1. Contractor is responsible for maintaining dust control through the duration of the project. a. Contractor remains on -call at all times b. Must respond in a timely manner F. Temporary Protection of Construction 1. Contractor or subcontractors are responsible for protecting Work from damage due to weather. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Temporary Facilities 1. Maintain all temporary facilities for duration of construction activities as needed. 3.5 [REPAIR] / [RESTORATION] 3.6 RE -INSTALLATION 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES A. Temporary Facilities CITY OF FORT WORTH Deer Creek Meadows Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104554 Revised JULY 1, 2011 01 50 00 - 4 DAP TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1. Remove all temporary facilities and restore area after completion of the Work, to a condition equal to or better than prior to start of Work. 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Deer Creek Meadows Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104554 Revised JULY 1, 2011 01 55 26 - 1 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 SECTION 0155 26 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative procedures for: a. Street Use Permit b. Modification of approved traffic control c. Removal of Street Signs B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 34 71 13 — Traffic Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this specification refer to the current reference standard published at the time of the latest revision date logged at the end of this specification, unless a date is specifically cited. 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 1.4 ADMINISTRATIVE REQUIREMENTS A. Traffic Control 1. General a. When traffic control plans are included in the Drawings, provide Traffic Control in accordance with Drawings and Section 34 71 13. b. When traffic control plans are not included in the Drawings, prepare traffic control plans in accordance with Section 34 71 13 and submit to City for review. 1) Allow minimum 10 working days for review of proposed Traffic Control. B. Street Use Permit 1. Prior to installation of Traffic Control, a City Street Use Permit is required. a. To obtain Street Use Permit, submit Traffic Control Plans to City Transportation and Public Works Department. CITY OF FORT WORTH Deer Creek Meadows Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104554 Revised July 1, 2011 01 55 26 - 2 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1) Allow a minimum of 5 working days for permit review. 2) Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. C. Modification to Approved Traffic Control 1. Prior to installation traffic control: a. Submit revised traffic control plans to City Department Transportation and Public Works Department. 1) Revise Traffic Control plans in accordance with Section 34 71 13. 2) Allow minimum 5 working days for review of revised Traffic Control. 3) It is the Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. D. Removal of Street Sign 1. If it is determined that a street sign must be removed for construction, then contact City Transportation and Public Works Department, Signs and Markings Division to remove the sign. E. Temporary Signage 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting requirements of the latest edition of the Texas Manual on Uniform Traffic Control Devices (MUTCD). 2. Install temporary sign before the removal of permanent sign. 3. When construction is complete, to the extent that the permanent sign can be reinstalled, contact the City Transportation and Public Works Department, Signs and Markings Division, to reinstall the permanent sign. F. Traffic Control Standards 1. Traffic Control Standards can be found on the City's Buzzsaw website. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION CITY OF FORT WORTH Deer Creek Meadows Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104554 Revised July 1, 2011 01 55 26 - 3 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Deer Creek Meadows Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104554 Revised July 1, 2011 0157 13- 1 DAP STORM WATER POLLUTION PREVENTION Page 1 of 3 SECTION 0157 13 STORM WATER POLLUTION PREVENTION PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Procedures for Storm Water Pollution Prevention Plans B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 3125 00 — Erosion and Sediment Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Construction Activities resulting in less than 1 acre of disturbance a. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 2. Construction Activities resulting in greater than 1 acre of disturbance a. Measurement and Payment shall be in accordance with Section 3125 00. 1.3 REFERENCES A. Abbreviations and Acronyms 1. Notice of Intent: NOI 2. Notice of Termination: NOT 3. Storm Water Pollution Prevention Plan: SWPPP 4. Texas Commission on Environmental Quality: TCEQ 5. Notice of Change: NOC A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. Integrated Storm Management (iSWM) Technical Manual for Construction Controls 1.4 ADMINISTRATIVE REQUIREMENTS A. General 1. Contractor is responsible for resolution and payment of any fines issued associated with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH Deer Creek Meadows Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104554 Revised July 1, 2011 0157 13 - 2 DAP STORM WATER POLLUTION PREVENTION Page 2 of 3 B. Construction Activities resulting in: 1. Less than 1 acre of disturbance a. Provide erosion and sediment control in accordance with Section 3125 00 and Drawings. 2. 1 to less than 5 acres of disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) TCEQ Small Construction Site Notice Required under general permit TXR150000 a) Sign and post at job site b) Prior to Preconstruction Meeting, send 1 copy to City Department of Transportation and Public Works, Environmental Division, (817) 392- 6088. 2) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 5 acres or more of Disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee a) Sign and post at job site b) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 2) TCEQ Notice of Change required if making changes or updates to NOI 3) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 4) Once the project has been completed and all the closeout requirements of TCEQ have been met a TCEQ Notice of Termination can be submitted. a) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 1.5 SUBMITTALS A. SWPPP Submit in accordance with Section 0133 00, except as stated herein. a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City as follows: 1) 1 copy to the City Project Manager a) City Project Manager will forward to the City Department of Transportation and Public Works, Environmental Division for review CITY OF FORT WORTH Deer Creek Meadows Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104554 Revised July 1, 2011 015713-3 DAP STORM WATER POLLUTION PREVENTION Page 3 of 3 B. Modified SWPPP 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City in accordance with Section 0133 00. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log I DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Deer Creek Meadows Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104554 Revised July 1, 2011 SECTION 0160 00 PRODUCT REQUIREMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 01 60 00 DAP PRODUCT REQUIREMENTS Page 1 of 2 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: httDs://apps.fortworthtexas.2ov/ProiectResources/ and following the directory path: 02 - Construction Documents\Standard Products List A. Only products specifically included on City's Standard Product List in these Contract Documents shall be allowed for use on the Project. 1. Any subsequently approved products will only be allowed for use upon specific approval by the City. B. Any specific product requirements in the Contract Documents supersede similar products included on the City's Standard Product List. 1. The City reserves the right to not allow products to be used for certain projects even though the product is listed on the City's Standard Product List. C. Although a specific product is included on City's Standard Product List, not all products from that manufacturer are approved for use, including but not limited to, that manufacturer's standard product. D. See Section 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Deer Creek Meadows Phase 8 Revised March 20, 2020 CPN #104554 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] DATE NAME END OF SECTION Revision Log SUMMARY OF CHANGE 10/12/12 D. Johnson Modified Location of City's Standard Product List 4/7/2014 M.Domenech Revised for DAP application 03/20/2020 D.V. Magafia Removed reference to Buzzsaw and noted that the City approved products list is accessible through the City's website. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Deer Creek Meadows Phase 8 Revised March 20, 2020 CPN #104554 01 66 00 - 1 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 SECTION 0166 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Scheduling of product delivery 2. Packaging of products for delivery 3. Protection of products against damage from: a. Handling b. Exposure to elements or harsh environments B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY AND HANDLING A. Delivery Requirements 1. Schedule delivery of products or equipment as required to allow timely installation and to avoid prolonged storage. 2. Provide appropriate personnel and equipment to receive deliveries. 3. Delivery trucks will not be permitted to wait extended periods of time on the Site for personnel or equipment to receive the delivery. CITY OF FORT WORTH Deer Creek Meadows Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104554 Revised April 7, 2014 016600-2 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 4. Deliver products or equipment in manufacturer's original unbroken cartons or other containers designed and constructed to protect the contents from physical or environmental damage. 5. Clearly and fully mark and identify as to manufacturer, item and installation location. 6. Provide manufacturer's instructions for storage and handling. B. Handling Requirements 1. Handle products or equipment in accordance with these Contract Documents and manufacturer's recommendations and instructions. C. Storage Requirements 1. Store materials in accordance with manufacturer's recommendations and requirements of these Specifications. 2. Make necessary provisions for safe storage of materials and equipment. a. Place loose soil materials and materials to be incorporated into Work to prevent damage to any part of Work or existing facilities and to maintain free access at all times to all parts of Work and to utility service company installations in vicinity of Work. 3. Keep materials and equipment neatly and compactly stored in locations that will cause minimum inconvenience to other contractors, public travel, adjoining owners, tenants and occupants. a. Arrange storage to provide easy access for inspection. 4. Restrict storage to areas available on construction site for storage of material and equipment as shown on Drawings, or approved by City's Project Representative. 5. Provide off -site storage and protection when on -site storage is not adequate. a. Provide addresses of and access to off -site storage locations for inspection by City's Project Representative. 6. Do not use lawns, grass plots or other private property for storage purposes without written permission of owner or other person in possession or control of premises. 7. Store in manufacturers' unopened containers. 8. Neatly, safely and compactly stack materials delivered and stored along line of Work to avoid inconvenience and damage to property owners and general public and maintain at least 3 feet from fire hydrant. 9. Keep public and private driveways and street crossings open. 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to satisfaction of City's Project Representative. a. Total length which materials may be distributed along route of construction at one time is 1,000 linear feet, unless otherwise approved in writing by City's Project Representative. CITY OF FORT WORTH Deer Creek Meadows Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104554 Revised April 7, 2014 016600-3 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 ERECTION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL A. Tests and Inspections 1. Inspect all products or equipment delivered to the site prior to unloading. B. Non -Conforming Work 1. Reject all products or equipment that are damaged, used or in any other way unsatisfactory for use on the project. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION A. Protect all products or equipment in accordance with manufacturer's written directions. B. Store products or equipment in location to avoid physical damage to items while in storage. C. Protect equipment from exposure to elements and keep thoroughly dry if required by the manufacturer. 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH Deer Creek Meadows Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104554 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 CITY OF FORT WORTH Deer Creek Meadows Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104554 Revised April 7, 2014 01 70 00 - 1 DAP MOBILIZATION AND REMOBILIZATION Page 1 of 4 SECTION 0170 00 MOBILIZATION AND REMOBILIZATION PART1- GENERAL 1.1 SUMMARY A. Section Includes: Mobilization and Demobilization a. Mobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies to the Site 2) Establishment of necessary general facilities for the Contractor's operation at the Site 3) Premiums paid for performance and payment bonds 4) Transportation of Contractor's personnel, equipment, and operating supplies to another location within the designated Site 5) Relocation of necessary general facilities for the Contractor's operation from 1 location to another location on the Site. b. Demobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies away from the Site including disassembly 2) Site Clean-up 3) Removal of all buildings and/or other facilities assembled at the Site for this Contract c. Mobilization and Demobilization do not include activities for specific items of work that are for which payment is provided elsewhere in the contract. Remobilization a. Remobilization for Suspension of Work specifically required in the Contract Documents or as required by City includes: 1) Demobilization a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly or temporarily securing equipment, supplies, and other facilities as designated by the Contract Documents necessary to suspend the Work. b) Site Clean-up as designated in the Contract Documents 2) Remobilization a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site necessary to resume the Work. b) Establishment of necessary general facilities for the Contractor's operation at the Site necessary to resume the Work. 3) No Payments will be made for: a) Mobilization and Demobilization from one location to another on the Site in the normal progress of performing the Work. b) Stand-by or idle time c) Lost profits 3. Mobilizations and Demobilization for Miscellaneous Projects a. Mobilization and Demobilization CITY OF FORT WORTH Deer Creek Meadows Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104554 Revised April 7, 2014 017000-2 DAP MOBILIZATION AND REMOBILIZATION Page 2 of 4 1) Mobilization shall consist of the activities and cost on a Work Order basis necessary for: a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site for the issued Work Order. b) Establishment of necessary general facilities for the Contractor's operation at the Site for the issued Work Order 2) Demobilization shall consist of the activities and cost necessary for: a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly for each issued Work Order b) Site Clean-up for each issued Work Order c) Removal of all buildings or other facilities assembled at the Site for each Work Oder b. Mobilization and Demobilization do not include activities for specific items of work for which payment is provided elsewhere in the contract. 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects a. A Mobilization for Miscellaneous Projects when directed by the City and the mobilization occurs within 24 hours of the issuance of the Work Order. B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Mobilization and Demobilization a. Measure 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. Remobilization for suspension of Work as specifically required in the Contract Documents a. Measurement 1) Measurement for this Item shall be per each remobilization performed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Specified Remobilization" in accordance with Contract Documents. c. The price shall include: 1) Demobilization as described in Section 1.1.A.2.a.1) 2) Remobilization as described in Section 1.1.A.2.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. CITY OF FORT WORTH Deer Creek Meadows Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104554 Revised April 7, 2014 017000-3 DAP MOBILIZATION AND REMOBILIZATION Page 3 of 4 Remobilization for suspension of Work as required by City a. Measurement and Payment 1) This shall be submitted as a Contract Claim in accordance with Article 10 of Section 00 72 00. 2) No payments will be made for standby, idle time, or lost profits associated with this Item. 4. Mobilizations and Demobilizations for Miscellaneous Projects a. Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilization required by the Contract Documents b. Payment 1) The Work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Work Order Mobilization" in accordance with Contract Documents. Demobilization shall be considered subsidiary to mobilization and shall not be paid for separately. c. The price shall include: 1) Mobilization as described in Section 1.1.A.3.a.1) 2) Demobilization as described in Section 1.1.A.3.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects a. Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilization required by the Contract Documents b. Payment 1) The Work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Work Order Emergency Mobilization" in accordance with Contract Documents. Demobilization shall be considered subsidiary to mobilization and shall not be paid for separately. c. The price shall include 1) Mobilization as described in Section 1.1.A.4.a) 2) Demobilization as described in Section 1.1.A.3.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] CITY OF FORT WORTH Deer Creek Meadows Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104554 Revised April 7, 2014 017000-4 DAP MOBILIZATION AND REMOBILIZATION 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] DATE 4/7/2014 NAME M.Domenech END OF SECTION Revision Log SUMMARY OF CHANGE Revised for DAP application Page 4 of 4 CITY OF FORT WORTH Deer Creek Meadows Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104554 Revised April 7, 2014 017123-1 DAP CONSTRUCTION STAKING AND SURVEY Page 1 of 4 SECTION 01 71 23 CONSTRUCTION STAKING AND SURVEY PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Requirements for construction staking and construction survey 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. Construction Staking a. Measurement 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 2. Construction Survey a. Measurement 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Submittals, if required, shall be in accordance with Section 0133 00. B. All submittals shall be approved by the City prior to delivery. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Certificates 1. Provide certificate certifying that elevations and locations of improvements are in conformance or non-conformance with requirements of the Contract Documents. a. Certificate must be sealed by a registered professional land surveyor in the CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Deer Creek Meadows Phase 8 Revised April 7, 2014 CPN # 104554 01 71 23 - 2 DAP CONSTRUCTION STAKING AND SURVEY Page 2 of 4 State of Texas. B. Field Quality Control Submittals 1. Documentation verifying accuracy of field engineering work. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Construction Staking 1. Construction staking will be performed by the City. 2. Coordination a. Contact City's Project Representative at least 2 weeks in advance for scheduling of Construction Staking. b. It is the Contractor's responsibility to coordinate staking such that construction activities are not delayed or negatively impacted. 3. General a. Contractor is responsible for preserving and maintaining stakes furnished by City. b. If in the opinion of the City, a sufficient number of stakes or markings have been lost, destroyed or disturbed, by Contractor's neglect, such that the contracted Work cannot take place, then the Contractor will be required to pay the City for new staking with a 25 percent markup. The cost for staking will be deducted from the payment due to the Contractor for the Project. B. Construction Survey 1. Construction Survey will be performed by the City. 2. Coordination a. Contractor to verify that control data established in the design survey remains intact. b. Coordinate with the City prior to field investigation to determine which horizontal and vertical control data will be required for construction survey. c. It is the Contractor's responsibility to coordinate Construction Survey such that construction activities are not delayed or negatively impacted. d. Notify City if any control data needs to be restored or replaced due to damage caused during construction operations. 1) City shall perform replacements and/or restorations. General a. Construction survey will be performed in order to maintain complete and accurate logs of control and survey work as it progresses for Project Records. b. The Contractor will need to ensure coordination is maintained with the City to perform construction survey to obtain construction features, including but not limited to the following: 1) All Utility Lines a) Rim and flowline elevations and coordinates for each manhole or junction structure 2) Water Lines a) Top of pipe elevations and coordinates for waterlines at the following locations: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Deer Creek Meadows Phase 8 Revised April 7, 2014 CPN #104554 01 71 23 - 3 DAP CONSTRUCTION STAKING AND SURVEY Page 3 of 4 (1) Every 250 linear feet (2) Horizontal and vertical points of inflection, curvature, etc. (All Fittings) (3) Cathodic protection test stations (4) Sampling stations (5) Meter boxes/vaults (All sizes) (6) Fire lines (7) Fire hydrants (8) Gate valves (9) Plugs, stubouts, dead-end lines (10) Air Release valves (Manhole rim and vent pipe) (11) Blow off valves (Manhole rim and valve lid) (12) Pressure plane valves (13) Cleaning wyes (14) Casing pipe (each end) b) Storm Sewer (1) Top of pipe elevations and coordinates at the following locations: (a) Every 250 linear feet (b) Horizontal and vertical points of inflection, curvature, etc. c) Sanitary Sewer (1) Top of pipe elevations and coordinates for sanitary sewer lines at the following locations: (a) Every 250 linear feet (b) Horizontal and vertical points of inflection, curvature, etc. (c) Cleanouts c. Construction survey will be performed in order to maintain complete and accurate logs of control and survey work associated with meeting or exceeding the line and grade required by these Specifications. d. The Contractor will need to ensure coordination is maintained with the City to perform construction survey and to verify control data, including but not limited to the following: 1) Established benchmarks and control points provided for the Contractor's use are accurate 2) Benchmarks were used to furnish and maintain all reference lines and grades for tunneling 3) Lines and grades were used to establish the location of the pipe 4) Submit to the City copies of field notes used to establish all lines and grades and allow the City to check guidance system setup prior to beginning each tunneling drive. 5) Provide access for the City to verify the guidance system and the line and grade of the carrier pipe on a daily basis. 6) The Contractor remains fully responsible for the accuracy of the work and the correction of it, as required. 7) Monitor line and grade continuously during construction. 8) Record deviation with respect to design line and grade once at each pipe joint and submit daily records to City. 9) If the installation does not meet the specified tolerances, immediately notify the City and correct the installation in accordance with the Contract Documents. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Deer Creek Meadows Phase 8 Revised April 7, 2014 CPN #104554 01 71 23 - 4 DAP CONSTRUCTION STAKING AND SURVEY Page 4 of 4 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 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL A. It is the Contractor's responsibility to maintain all stakes and control data placed by the City in accordance with this Specification. B. Do not change or relocate stakes or control data without approval from the City. 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 CITY OF FORT WORTH Deer Creek Meadows Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104554 Revised April 7, 2014 01 71 23 - 4 DAP CONSTRUCTION STAKING AND SURVEY Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Deer Creek Meadows Phase 8 Revised April 7, 2014 CPN 104554 SECTION 0174 23 CLEANING PART1- GENERAL 1.1 SUMMARY 017423-1 DAP CLEANING Page 1 of 4 A. Section Includes: 1. Intermediate and final cleaning for Work not including special cleaning of closed systems specified elsewhere B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Scheduling 1. Schedule cleaning operations so that dust and other contaminants disturbed by cleaning process will not fall on newly painted surfaces. 2. Schedule final cleaning upon completion of Work and immediately prior to final inspection. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Store cleaning products and cleaning wastes in containers specifically designed for those materials. CITY OF FORT WORTH Deer Creek Meadows Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104554 Revised April 7, 2014 01 74 23 - 2 DAP CLEANING Page 2 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2- PRODUCTS 2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 MATERIALS A. Cleaning Agents 1. Compatible with surface being cleaned 2. New and uncontaminated 3. For manufactured surfaces a. Material recommended by manufacturer 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING A. General 1. Prevent accumulation of wastes that create hazardous conditions. 2. Conduct cleaning and disposal operations to comply with laws and safety orders of governing authorities. 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in storm or sanitary drains or sewers. 4. Dispose of degradable debris at an approved solid waste disposal site. 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH Deer Creek Meadows Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104554 Revised April 7, 2014 01 74 23 - 3 DAP CLEANING Page 3 of 4 6. Handle materials in a controlled manner with as few handlings as possible. 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with this project. 8. Remove all signs of temporary construction and activities incidental to construction of required permanent Work. 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to have the cleaning completed at the expense of the Contractor. 10. Do not burn on -site. B. Intermediate Cleaning during Construction 1. Keep Work areas clean so as not to hinder health, safety or convenience of personnel in existing facility operations. 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 3. Confine construction debris daily in strategically located container(s): a. Cover to prevent blowing by wind b. Store debris away from construction or operational activities c. Haul from site at a minimum of once per week 4. Vacuum clean interior areas when ready to receive finish painting. a. Continue vacuum cleaning on an as -needed basis, until Final Acceptance. 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which may become airborne or transported by flowing water during the storm. C. Exterior (Site or Right of Way) Final Cleaning 1. Remove trash and debris containers from site. a. Re -seed areas disturbed by location of trash and debris containers in accordance with Section 32 92 13. 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object that may hinder or disrupt the flow of traffic along the roadway. 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, junction boxes and inlets. 4. If no longer required for maintenance of erosion facilities, and upon approval by City, remove erosion control from site. 5. Clean signs, lights, signals, etc. 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] CITY OF FORT WORTH Deer Creek Meadows Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104554 Revised April 7, 2014 01 74 23 - 4 DAP CLEANING Page 4 of 4 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH Deer Creek Meadows Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104554 Revised April 7, 2014 SECTION 0177 19 CLOSEOUT REQUIREMENTS PART1- GENERAL 1.1 SUMMARY 017719-1 DAP CLOSEOUT REQUIREMENTS Page 1 of 3 A. Section Includes: 1. The procedure for closing out a contract B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Guarantees, Bonds and Affidavits 1. No application for final payment will be accepted until all guarantees, bonds, certificates, licenses and affidavits required for Work or equipment as specified are satisfactorily filed with the City. B. Release of Liens or Claims 1. No application for final payment will be accepted until satisfactory evidence of release of liens has been submitted to the City. 1.5 SUBMITTALS A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH Deer Creek Meadows Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104554 Revised April 7, 2014 017719-2 DAP CLOSEOUT REQUIREMENTS Page 2 of 3 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 CLOSEOUT PROCEDURE A. Prior to requesting Final Inspection, submit: 1. Project Record Documents in accordance with Section 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 Deer Creek Meadows Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104554 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 I DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH Deer Creek Meadows Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104554 Revised April 7, 2014 017823-1 DAP OPERATION AND MAINTENANCE DATA Page 1 of 5 SECTION 0178 23 OPERATION AND MAINTENANCE DATA PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Product data and related information appropriate for City's maintenance and operation of products furnished under Contract 2. Such products may include, but are not limited to: a. Traffic Controllers b. Irrigation Controllers (to be operated by the City) c. Butterfly Valves B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Schedule 1. Submit manuals in final form to the City within 30 calendar days of product shipment to the project site. 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 0133 00. All submittals shall be approved by the City prior to delivery. 1.6 INFORMATIONAL SUBMITTALS A. Submittal Form 1. Prepare data in form of an instructional manual for use by City personnel. 2. Format a. Size: 8 1/2 inches x 11 inches b. Paper 1) 40 pound minimum, white, for typed pages 2) Holes reinforced with plastic, cloth or metal c. Text: Manufacturer's printed data, or neatly typewritten CITY OF FORT WORTH Deer Creek Meadows Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104554 Revised April 7, 2014 01 78 23 - 2 DAP OPERATION AND MAINTENANCE DATA Page 2 of 5 d. Drawings 1) Provide reinforced punched binder tab, bind in with text 2) Reduce larger drawings and fold to size of text pages. e. Provide fly -leaf for each separate product, or each piece of operating equipment. 1) Provide typed description of product, and major component parts of equipment. 2) Provide indexed tabs. f. Cover 1) Identify each volume with typed or printed title "OPERATING AND MAINTENANCE INSTRUCTIONS". 2) List: a) Title of Project b) Identity of separate structure as applicable c) Identity of general subject matter covered in the manual Binders a. Commercial quality 3-ring binders with durable and cleanable plastic covers b. When multiple binders are used, correlate the data into related consistent groupings. 4. If available, provide an electronic form of the O&M Manual. B. Manual Content Neatly typewritten table of contents for each volume, arranged in systematic order a. Contractor, name of responsible principal, address and telephone number b. A list of each product required to be included, indexed to content of the volume c. List, with each product: 1) The name, address and telephone number of the subcontractor or installer 2) A list of each product required to be included, indexed to content of the volume 3) Identify area of responsibility of each 4) Local source of supply for parts and replacement d. Identify each product by product name and other identifying symbols as set forth in Contract Documents. Product Data a. Include only those sheets which are pertinent to the specific product. b. Annotate each sheet to: 1) Clearly identify specific product or part installed 2) Clearly identify data applicable to installation 3) Delete references to inapplicable information 3. Drawings a. Supplement product data with drawings as necessary to clearly illustrate: 1) Relations of component parts of equipment and systems 2) Control and flow diagrams b. Coordinate drawings with information in Project Record Documents to assure correct illustration of completed installation. c. Do not use Project Record Drawings as maintenance drawings. 4. Written text, as required to supplement product data for the particular installation: a. Organize in consistent format under separate headings for different procedures. b. Provide logical sequence of instructions of each procedure. CITY OF FORT WORTH Deer Creek Meadows Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104554 Revised April 7, 2014 01 78 23 - 3 DAP OPERATION AND MAINTENANCE DATA Page 3 of 5 5. Copy of each warranty, bond and service contract issued a. Provide information sheet for City personnel giving: 1) Proper procedures in event of failure 2) Instances which might affect validity of warranties or bonds C. Manual for Materials and Finishes 1. Submit 5 copies of complete manual in final form. 2. Content, for architectural products, applied materials and finishes: a. Manufacturer's data, giving full information on products 1) Catalog number, size, composition 2) Color and texture designations 3) Information required for reordering special manufactured products b. Instructions for care and maintenance 1) Manufacturer's recommendation for types of cleaning agents and methods 2) Cautions against cleaning agents and methods which are detrimental to product 3) Recommended schedule for cleaning and maintenance Content, for moisture protection and weather exposure products: a. Manufacturer's data, giving full information on products 1) Applicable standards 2) Chemical composition 3) Details of installation b. Instructions for inspection, maintenance and repair D. Manual for Equipment and Systems 1. Submit 5 copies of complete manual in final form. Content, for each unit of equipment and system, as appropriate: a. Description of unit and component parts 1) Function, normal operating characteristics and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Operating procedures 1) Start-up, break-in, routine and normal operating instructions 2) Regulation, control, stopping, shut -down and emergency instructions 3) Summer and winter operating instructions 4) Special operating instructions c. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Alignment, adjusting and checking d. Servicing and lubrication schedule 1) List of lubricants required e. Manufacturer's printed operating and maintenance instructions f. Description of sequence of operation by control manufacturer 1) Predicted life of parts subject to wear 2) Items recommended to be stocked as spare parts g. As installed control diagrams by controls manufacturer h. Each contractor's coordination drawings 1) As installed color coded piping diagrams CITY OF FORT WORTH Deer Creek Meadows Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104554 Revised April 7, 2014 01 78 23 - 4 DAP OPERATION AND MAINTENANCE DATA Page 4 of 5 i. Charts of valve tag numbers, with location and function of each valve j. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage k. Other data as required under pertinent Sections of Specifications 3. Content, for each electric and electronic system, as appropriate: a. Description of system and component parts 1) Function, normal operating characteristics, and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Circuit directories of panelboards 1) Electrical service 2) Controls 3) Communications c. As installed color coded wiring diagrams d. Operating procedures 1) Routine and normal operating instructions 2) Sequences required 3) Special operating instructions e. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Adjustment and checking f. Manufacturer's printed operating and maintenance instructions g. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage h. Other data as required under pertinent Sections of Specifications 4. Prepare and include additional data when the need for such data becomes apparent during instruction of City's personnel. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Provide operation and maintenance data by personnel with the following criteria: 1. Trained and experienced in maintenance and operation of described products 2. Skilled as technical writer to the extent required to communicate essential data 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH Deer Creek Meadows Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104554 Revised April 7, 2014 01 78 23 - 5 DAP OPERATION AND MAINTENANCE DATA Page 5 of 5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.5.A.1 — title of section removed 4/7/2014 M.Domenech Revised for DAP Application CITY OF FORT WORTH Deer Creek Meadows Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104554 Revised April 7, 2014 017839-1 DAP PROJECT RECORD DOCUMENTS Page 1 of 4 SECTION 0178 39 PROJECT RECORD DOCUMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Work associated with the documenting the project and recording changes to project documents, including: a. Record Drawings b. Water Meter Service Reports c. Sanitary Sewer Service Reports d. Large Water Meter Reports B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to City's Project Representative. 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Accuracy of Records 1. Thoroughly coordinate changes within the Record Documents, making adequate and proper entries on each page of Specifications and each sheet of Drawings and other Documents where such entry is required to show the change properly. 2. Accuracy of records shall be such that fixture search for items shown in the Contract Documents may rely reasonably on information obtained from the approved Project Record Documents. CITY OF FORT WORTH Deer Creek Meadows Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104554 Revised April 7, 2014 017839-2 DAP PROJECT RECORD DOCUMENTS Page 2 of 4 3. To facilitate accuracy of records, make entries within 24 hours after receipt of information that the change has occurred. 4. Provide factual information regarding all aspects of the Work, both concealed and visible, to enable future modification of the Work to proceed without lengthy and expensive site measurement, investigation and examination. 1.10 STORAGE AND HANDLING A. Storage and Handling Requirements 1. Maintain the job set of Record Documents completely protected from deterioration and from loss and damage until completion of the Work and transfer of all recorded data to the final Project Record Documents. 2. In the event of loss of recorded data, use means necessary to again secure the data to the City's approval. a. In such case, provide replacements to the standards originally required by the Contract Documents. 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 2.2 RECORD DOCUMENTS A. Job set 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no charge to the Contractor, 1 complete set of all Documents comprising the Contract. B. Final Record Documents 1. At a time nearing the completion of the Work and prior to Final Inspection, provide the City 1 complete set of all Final Record Drawings in the Contract. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 MAINTENANCE DOCUMENTS A. Maintenance of Job Set 1. Immediately upon receipt of the job set, identify each of the Documents with the title, "RECORD DOCUMENTS - JOB SET". CITY OF FORT WORTH Deer Creek Meadows Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104554 Revised April 7, 2014 017839-3 DAP PROJECT RECORD DOCUMENTS Page 3 of 4 2. Preservation a. Considering the Contract completion time, the probable number of occasions upon which the job set must be taken out for new entries and for examination, and the conditions under which these activities will be performed, devise a suitable method for protecting the job set. b. Do not use the job set for any purpose except entry of new data and for review by the City, until start of transfer of data to final Project Record Documents. c. Maintain the job set at the site of work. 3. Coordination with Construction Survey a. At a minimum clearly mark any deviations from Contract Documents associated with installation of the infrastructure. 4. Making entries on Drawings a. Record any deviations from Contract Documents. b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the change by graphic line and note as required. c. Date all entries. d. Call attention to the entry by a "cloud" drawn around the area or areas affected. e. In the event of overlapping changes, use different colors for the overlapping changes. 5. Conversion of schematic layouts a. In some cases on the Drawings, arrangements of conduits, circuits, piping, ducts, and similar items, are shown schematically and are not intended to portray precise physical layout. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) However, design of future modifications of the facility may require accurate information as to the final physical layout of items which are shown only schematically on the Drawings. b. Show on the job set of Record Drawings, by dimension accurate to within 1 inch, the centerline of each run of items. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in ceiling plenum", "exposed", and the like). 3) Make all identification sufficiently descriptive that it may be related reliably to the Specifications. c. The City may waive the requirements for conversion of schematic layouts where, in the City's judgment, conversion serves no useful purpose. However, do not rely upon waivers being issued except as specifically issued in writing by the City. B. Final Project Record Documents Transfer of data to Drawings a. Carefully transfer change data shown on the job set of Record Drawings to the corresponding final documents, coordinating the changes as required. b. Clearly indicate at each affected detail and other Drawing a full description of changes made during construction, and the actual location of items. c. Call attention to each entry by drawing a "cloud" around the area or areas affected. CITY OF FORT WORTH Deer Creek Meadows Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104554 Revised April 7, 2014 017839-4 DAP PROJECT RECORD DOCUMENTS Page 4 of 4 d. Make changes neatly, consistently and with the proper media to assure longevity and clear reproduction. 2. Transfer of data to other Documents a. If the Documents, other than Drawings, have been kept clean during progress of the Work, and if entries thereon have been orderly to the approval of the City, the job set of those Documents, other than Drawings, will be accepted as final Record Documents. b. If any such Document is not so approved by the City, secure a new copy of that Document from the City at the City's usual charge for reproduction and handling, and carefully transfer the change data to the new copy to the approval of the City. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log I DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP Application CITY OF FORT WORTH Deer Creek Meadows Phase 8 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104554 Revised April 7, 2014 CITY OF FORT WORTH FORT WORTH. WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 12/29/2023 IApprovall Spec No. IClasssification Manufacturer Model No. National Spec Size Water & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/16) I 07/23/97 33 05 13 Urethane Hydrophilic Waterstop Asahi Kogyo K.K. Adeka Ultra -Seal P-201 ASTM 132240/13412/13792 I 04/26/00 33 05 13 Offset Joint for 4' Diam. MH Hanson Concrete Products Drawing No. 35-0048-001 I 04/26/00 33 05 13 Profile Gasket for 4' Diam. MH. Press -Seal Gasket Corp. 250-4G Gasket ASTM C-443/C-361 SS MH I 1126199 33 05 13 HOPE Manhole Adjustment Rings Ladtech, Inc HDPE Adjustment Ring Traffic and Non -traffic area I 5/13105 33 05 13 Manhole External Wrap Canusa - CPS WrapidSeal Manhole Encapsulation System I Water & Sewer - Manholes & Bases/Fiberglass 33-39-13 (1/8/13) I I 1/26/99 33 39 13 Fiberglass Manhole Fluid Containment, Inc. Flowthe ASTM 3753 Non -traffic area I 08/30/06 I 33 39 13 Fiberglass Manhole L.F. Manufacturing Non -traffic area I Water & Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16) I33 05 13 IManhole Frames and Covers I Westem Iron Works, Bass & Hays Foundry 1001 24"x40" WD Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16) " 3305 13 Manhole Frames and Covers Westem Iron Works, Bass & Hays Foundry 30024 24" Dia. * 3305 13 Manhole Frames and Covers McKinley It. Works Inc. A 24 AM 24" Dia. I 08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry R-1272 ASTM A48 & AASHTO M306 24" Dia. I 08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry NF 1274 ASTM A48 & AASHTO M306 30" Dia. I33 05 13 Manhole Frames and Covers Sigma Corporation MH-144N I33 05 13 Manhole Frames and Covers Sigma Corporation MH-143N I33 05 13 Manhole Frames and Covers Pont-A-Moreson GTS-STD 24" the. I33 05 13 Manhole Frames and Covers Neenah Casting 24" the. I 10/31/06 33 05 13 Manhole Frames and Covers (Hinged) Powerseal Hinged Ductile Iron Manhole ASTM A536 24" Dia. I 7/25/03 3305 13 Manhole Frames and Covers Saint-Gobain Pipelines (Pamrex/rexus) RE32-R8FS 30" Dia. I 01/31/06 3305 13 30" Dia. MH Ring and Cover East Jordan Iron Works V1432-2 and V1483 Designs AASFITO M306-04 30" Dia. I 11/02/10 3305 13 30" Dia. MH Ring and Cover Sigma Corporation MH165IFWN & MH16502 30" Dia I 07/19/1 t 3305 13 30" Dia. MH Ring and Cover Star Pipe Products NIH32FTWSS-DC 30" Dia I 08/10/11 3305 13 30" Dia. MH Ring and Cover Accucast 220700 Heavy Duty with Gasket Ring 30" Dia 30" ERGO XL Assembly 10/14/13 3305 13 30" Dia. MH Ring and Cover (Hinged & Lockable) East Jordan Iron Works with Cam Lock/MPIC/T-Gasket ASSFITO MI 05 & ASTM A536 30" Dia I 06/01/17 3405 13 30" Dia. MH Rine and Cover (Lockable) CI SIP Industries 2280 (32") ASTM A 48 30" Dia. CAP-ONE-30-FTW, Composite, w/ Lock 09/16/19 33 05 13 30" Dia. MH Ring and Cover Composite Access Products, L.P. w/o Hing 30" Dia. 10/07/21 34 O 13 30" Dia. MH Ring and Cover Trumbull Manufacturing 32"(30") Frame and Cover 30" Dia. Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/16) * 33 05 13 Manhole Frames and Covers Pont-A-Mousson Pamtight 24" Dia. * 33 05 13 Manhole Frames and Covers Neenah Casting 24" Dia. * 3305 13 Manhole Frames and Covers Western Iron Works,Bass & Hays Foundry 300-24P 24" Dia. * 3305 13 Manhole Frames and Covers McKinley Iron Works Inc. WPA24AM 24" Dia. 03/08/00 3305 13 Manhole Frames and Covers Accucast RC-2100 ASTM A 48 24" Dia. 04/20/01 3305 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 Tev 1/8/13) * 33 39 10 Manhole, Precast Concrete Hydro Condurt Corp SPL Item -1 ASTM C 478 48" * 33 39 10 Manhole, Precast Concrete Wall Concrete Pipe Co. Inc. ASTM C-443 48" 12/0S/23 33 39 10 IManhole, Precast Concrete The Tumer Company 72" I.D. Manhole w/ 32" Cone ASTM C 478 72" OS/08/18 33 39 10 Manhole, Precast Concrete The Turner Company 48", 60" I.D. Manhole w/ 32" Cone ASTM C 478 48", 60" I 10/27/06 33 39 10 Manhole, Precast Concrete Oldeastle Precast Inc. 48" I.D. Manhole w/ 24" Cone ASTM C 478 48" Diam w 24" Ring I I 06/09/10 33 39 10 Manhole, Precast (Reinforced Polymer)Concrete US Composite Pipe Reinforced Polymer Concrete ASTM C-76 48" to 72" I I 09/06/19 33 3920 Manhole, Precast Concrete Forterra Pipe and Precast 60" & 72" I.D. Manhole w/32" Cone ASTM C-76 60" & 72" I I 10/07/21 32 39 20 Manhole, Precast Concrete Forterra Pipe and Precast 48" I.D. Manhole w/32" Cone ASTM C-77 48" I I 10/07/21 33 3920 Manhole, Precast (Reinforced Polymer) Concrete Armon-k 48" & 60" I.D. Manhole w/32" Cone 48" & 60" I I 10/07/21 33 3920 Manhole, Precast (Hybrid) Polymer & PVC Predl Systems 48" & 60" I.D. Manhole w/32" Cone 48" & 60" Non Traffic Areas I ASTM C-478; ASTM C-923; -1/07/23 33 3920 Manhole, Precast Concrete AmeriTex Pipe and Products, LLC 48" & 60" I.D. Manhole w/32" Cone ASTM C-443 I 03/07/23 33 3920 Manhole, Precast (Reinforced Polymer) Concrete P3 Polymers, RockHardscp 48" & 60" I.D. Manhole w/32" Cone I I 04/28/07 Manhole, Precast (Reinforced Polymer) Concrete Amiteeh USA Meyer Polycrete Pipe I I I I Sewer -(WAC) Wastewater Access Chamber 33 39 40 I I Water & Sewer - Manholes & Bases/Rehab Svstems/Cementitious IE1-14 Manhole Rehab Systems Ouadex I 04/23/01 E1-14 Manhole Rehab Systems Standard Cement Materials, Inc. Relmer MSP E1-14 Manhole Rehab Systems AP/M Permaform I 4/20/01 E1-14 Manhole Rehab System Strong Company Strong Seal MS2A Rehab System I 5/12/03 E1-14 Manhole Rehab System (Liner) Triplex Lining System MH repair product to stop infiltration ASTM D5813 I08/30/06 I General Concrete Repair FlexKrete Technologies Vinyl Polyester Reparr Product Misc. Use I * From Original Standard Products List 1 FORT WORTH® CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST (Approval Spec No. IClasssification I Manufacturer Water & Sewer - Manholes & Bases/Rehab Svstems/NonCementitious 05/20/96 E1-14 Manhole Rehab Systems Spravrog, 12/14/01 Coating for Corrosion protection(Exterior) ERTECH 01/31/06 Coatings for Corrosion Protection Chesterton 8/28/2006 Coatings for Corrosion Protection Warren Environmental 33 01 16, 33 39 10, 03/19/18 33 39 20 Coating for Corrosion protection(Exterior) Sherwin Williams Water & Sewer - Manhole Inserts - Field Onerations Use Only (Rev 2/3/16) * 33 05 13 Manhole Insert Knutson Enterprises * 3305 13 Manhole Insert South Western Packaging * 33 05 13 Manhole Insert Nofiow-Inflow 09/23/96 3305 13 Manhole Insert Southwestem Packing & Seals, Inc. 09/23/96 3305 13 Manhole Insert Southwestern Packing & Seals, Inc. Water & Sewer - Pine Casine Spacers 33-05-24 (07/01/13) 11/04/02 Steel Band Casing Spacers Advanced Products and Systems, Inc. 02/02/93 Stainless Steel Casing Spacer Advanced Products and Systems, Inc. 04/22/87 Casing Spacers Cascade Waterworks Manufacturing 09/14/10 Stainless Steel Casing Spacer Pipeline Seal and Insulator 09/14/10 Coated Steel Casin Spacers Pipeline Seal and Insulator 05/10/11 Stainless Steel Casing Spacer Powerseal 03/19/18 Casing Spacers BWM 03/19/18 Casing Spacers BWM 03/29/22 3305 13 Casing Spacers CCI Pipeline Systems Water & Sewer - PiDes/Ductile Iron 33-11-10(1/8/13) Model No. National Spec Spray Wall Polyurethane Coating ASTM D639/D790 Series 20230 and 2100 (Asphatic Emulsion) Arc 791, S1BB, Sl, S2 Acid Resistance Test S-301 and M-301 RR&C Dampproofing Non-Fibered Spray Grade (Asphatic Emulsion) Made to Order - Plastic ASTM D 1248 Made to Order - Plastic ASTM D 1248 Made to Order - Plastic ASTM D 1248 Lifesaver - Stainless Steel TetherLok- Stainless Steel Carbon Steel Spacers, Model SI Stainless Steel Spacer, Model SSI Casing Spacers Stainless Steel Casing Spacer Coated Steel Casin Spacers 4810 Powerchock SS-12 Casing Spacer(Stainless Steel) FB-12 Casing Spacer (Coated Carbon Steel) for Non_rressme Pipe and Grouted Casing CSC12, CSS12 * 33 11 10 Ductile Iron Pipe Griffin Pipe Products, Co. Super Bell-Tite Ductile Iron Pressure Pipe, AW WA C150, C151 08/24/18 33 11 10 Ductile It. Pipe American Ductile Iron Pipe Co. American Futile Pipe (Bell Spigot) AW WA C150, C151 08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Flex Ring (Restrained Joint) AW WA C150, C151 * 33 11 10 Ductile Iron Pipe U.S. Pipe and Foundry Co. AW WA C150, C151 * 33 11 10 Ductile Iron Pipe McWane Cast Iron Pipe Co. AW WA C150, C151 Water & Sewer - Utility Line Marker (08/24/2018) Sewer - Coatin¢s/Enoxv 33-39-60 (01/08/13) 02/25/02 Epoxy Lining System Sauereisen, Inc SewerGard 21ORS LA County #210-1.33 12/14/01 Epoxy Lining System Enech Technical Coatings Ertech 2030 and 2100 Series 04/14/05 Interior Ductile Iron Pipe Coating Induron Protean 401 ASTM B-117 01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, S1BB, Sl, S2 Acid Resistance Test 8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer - Coatin¢s/Polvurethane Updated:12/29/2023 Size Structures Only Sewer Applications Sealer Applications For Exterior Coating of Concrete Structures Only For 24" dia. For 24" dia. For 24" dia. For 24" dia. For 24" dia Up to 48" Up to 48" Up to 48" 3" fl m 24" 4" thm 30" 4" thm 30" Ductile Iron Pipe Only Sewer Applications Sealer Applications Sewer - Combination Air Valves 05/25/18 33-31-70 Air Release Valve A.R.I. USA, Inc. D025LTP02(Composite Body) 2" Sewer - Pines/Concrete * E:- Conc. Pipe, Reinforced Wall Concrete Pipe Co. Inc. ASTM C 76 * E I-04 Conc. Pipe, Reinforced Hydro Conduit Corporation Class III T&G, SPL Item #77 ASTM C 76 * E I-04 Conc. Pipe, Reinforced Hanson Concrete Products - - - -, - ASTM C 76 * E I-04 Conc. Pipe, Reinforced Concrete Pipe & Products Co. Inc. ASTM C 76 Sewer - Pine Enlarement Svstem (Method)33-31-23 (01/18/13) PIM System PIM Corporation Polyethylene PIM CorP.. Piscata WaY, N.J. Approved Previously McConnell Systems McLat Construction Polyethylene Houston, Texas Approved Previously TRS Systems Trenchless Replacement System Polyethylene Calgary, Canada Approved Previously * From Original Standard Products List 2 FORT WORTH® CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 12/29/2023 (Approval Spec No. )Classsification Manufacturer Model No. National Spec Size Sewer- PiDe/Fiber0ass Reinforced/33-31-13(1/8/13) 7/21/97 33 31 13 Cent. Cast Fiberglass (FRP) Hobas Pipe USA, Inc. Helios Pipe (Non -Pressure) ASTM D3262/D3754 03/22/10 33 31 13 Fiberglass Pipe (FRP) Ameron Bondstrand RPMP Pipe ASTM D3262/D3754 04/09/21 3331 13 Glass -Fiber Reinforced Polymer Pipe (FRP) Thompson Pipe Group Thompson Pipe (Flowtite) ASTM D3262/D3754 03/07/23 3331 13 Fiberglass Pipe (FRP) Future Pipe Industries Fiberstrong FRP ASTM D3262, ASTM D3681, ASTM D4161, AW WA M45 Sewer - PiDe/Polvmer PIDe 4/14/05 Polymer Modified Concrete Pioe Anech USA MPolwrete Pipe ASTM C33, A276, -17 8" to 102", Class V 06/09/10 EI-9 Reinforced Polvmer Concrete Pipe UmS Composite Pipe Reinforcedeyer Polymer Concrete Pioe ASTM C-76 Sewer - PiDes/HDPE 33-31-23(1/8/13) * High -density polyethylene pipe Phillips Driswpipe, Inc. Ovticore Ductile Polyethylene Pipe ASTM D 1248 8" * High -density polyethylene pipe Plexco Inc. ASTM D 1248 8" * High -density polyethylene pipe Polly Pipe, Inc. ASTMD 1248 8" High -density Polyethylene pipe CSR Hydro Conduit/Pioeline Systems McConnell Pipe Enlargement ASTM D 1248 Sewer - PiDes/PVC (Pressure Sewer) 33-11-12 (4/1/13) 12/02/11 33-11-13 DR -Id PVC Pressure Pipe Pipelife Jetstream PVC Pressure Pipe AW WA C900 4" thru 12" 10/22/14 33-11-12 DR-14 PVC Pressure Pipe Royal Building Products Royal Seal PVC Pressure Pipe AW WA C900 4" thru 12" Sewer - PiDes/PVC* 33-31-20 (7/1/13), * 33-31-20 PVC Sewer Pioe 1-M Manufacturing Co., Inc. (JM Eagle) SDR-26 (PS115) ASTM D 3034 4" - 15" 12/23/97* 33-31-20 PVC Sewer Pioe Diamond Plastics Corporation SDR-26 (PS115) ASTM D 3034 4" thin 15" * 33-31-20 PVC Sewer Pioe Lamson Vylm Pipe SDR-26 (PSI 15) ASTM D 3034 4" thm 15" 12/05/23 33-31-20 PVC Sewer Pie Vin (tech PVC Pie SDR-26 PS115 ASTM D3034 4" thm 15" 12/05/23 33-31-20 PVC Sewer Pie Vin ltech PVC Pie Grovi Sewer PS 115 ASTM F 679 18" * 33-31-20 PVC Sewer PiJje J-M Manufacmrinv�Co, Inc (JM Eagle) PS 115 ASTM F 679 18" - 28" 05/06/05 33-31-20 PVC Solid Wall Pipe Diamond Plashes Corporation PS 115 ASTM F-679 18" to 48" 04/27/06 33-31-20 PVC Sewer Fittings Harco SDR-26 (PS 115) Gasket Finings ASTM D-3034, D-1784, etc 4" - 15" * 33-31-20 PVC Sewer Fittings Plastic Trends, Ine.(Westlak) Gasketed PVC Sewer Main Fittings ASTM D 3034 1 3/19/2018 33 3120 PVC Sewer Pipe Pipelife Jet Stream SDR 26 (PS 115) ASTM F679 18"- 24" 1 3/19/2018 33 3120 PVC Sewer PTe Pipelife Jet Stream SDR 26 ASTM D3034 4"- 11" 1 3/29/2019 33 3120 Gasketed Fittings (PVC) GPK Products, Inc. SDR 26 ASTM D3034 4"- 15" 1 10/21/2020 33 3120 PVC Sewer Pipe NAPCO(Westlake) SDR 26 ASTM D3034 4" - 15" 1 10/22/2020 33 3120 PVC Sewer Pipe Sanderson Pipe Corp. SDR 26 ASTM D3034 4"- 15" 1 10/21/2020 333120 PVC Sewer Pipe NAPCO(Westlake) SDR 26 PS 115 ASTM F-679 18"-36" Sewer - PiDes/Rehab/CIPP 33-31-12 (01/18/131 * Cured in Place Pioe In in— Texark, Inc ASTM F 1216 05/03/99 Cured in Place Pioe National Envirotech Group National Liner, (SPL) Item #27 ASF-1216/D-5813 05/29/96 Cured in Place Pipe Remolds Inc/Inliner Technol" (Inliner USA) Inlmer Technology ASTM F 1216 Sewer - Piues/Rehab/Fold & Form * Fold and Form Pipe Cullum Pipe Systems, hic. 11/03/98 Fold and Form Pipe Insimform Technologies, Inc. Insituform "NuPine" ASTM F-1504 Fold and Form Pipe American Pipe & Plastics, Inc. Demo. Purpose Only 12/04/00 Fold and Form Pipe Ultralner Ultraliner PVC Alloy Pipelmer ASTM F-1504, 1871, 1867 06/09/03 Fold and Form Pipe Miller Pipeline Com. EX Method ASTM F-1504, F-1947 UP to 18" diameter Sewer - PiDeS/ODen PCoelle Laree Diameter 09/26/91 E100-2 PVC Sewer Pipe, Ribbed Lamson Vylon Pipe Carlon Vylon H.C. Closed Profile Pipe, ASTM F 679 18" to 48" 09/26/91 E100-2 PVC Sewer Pipe, Ribbed Extrusion Technologies, Inc. Ultra -Rib Open Profile Sewer Pipe ASTM F 679 18" to 48" E100-2 PVC Sewer Pipe, Ribbed Up -or ETI Company 11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Double Wall Advanced Drainage Systems (ADS) SaniTite UP Double Wall (Corrugated) ASTM F 2736 24"-30" 11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Triple Wall Advanced Drainage Systems (ADS) SaniTite HP Triple Wall Pipe ASTM F 2764 30" to 60" * From Original Standard Products List 3 CITY OF FORT WORTH FORT WORTH. WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 12/29/2023 (Approval Spec No. IClasssification Manufacturer Model No. National Spec Size Water - Aoour-enances 33-12-10 (07/01/13) 01/18/18 33-12-10 Double Strap Saddle Romac 202NS Nylon Coated AWWA C800 1"-2" SVC, up to 24" Pipe 08/28/02 Double Strap Saddle Smith Blau 4317 Nylon Coated Double Strap Saddle 07/23/12 33-12-10 Double Strap Service Saddle Mueller Company DR2S Double (SS) Strap DI Saddle AWWA C800 1"-2" SVC, up to 24" Pipe 03/07/23 33-12-10 Double Strap Service Saddle Powerseal 3450AS, Incl. Corp. Stop, ON Strap, Stainless NSF ANSI 372 1"-2" SVC, up to 24" Pipe 10/27/87 Curb Stops -Ball Meter Valves McDonald 6100M,6100MT & 61 OMT 3/4" and 1" 10/27/87 Curb Stops -Ball Meter Valves McDonald 4603B, 4604B, 6100M, 6100TM and 6101M 1'/:" and 2" FB600-7NL, FB1600-7-NL, FV23-777-W-NL, 1/25/2018 33-12-10 Curb Stops -Ball Meter Valves Ford Meter Box Co., Inc. -2-7-L AWWA C800 2" FB600-6-NL, FB1600-6-NL, FV23-666-W- 1111018 33-12-10 Curb Stops -Ball Meter Valves Ford Meter Box Co., Inc. NL, L22-66NL AWWA C800 - ^' FB600-4-NL, FB1600-4-NL, B11-444-WR- 1111.1. 33-12-10 Curb Stops -Ball Meter Valves Ford Meter Box Co., Inc. NL, B22444-WR-NL, L28-44NL AWWA C800 I " 13-25000N, B-24277N-3, B-20200N-3, H- AWWA C800, ANSF 61, 1/25/2018 33-12-10 Curb Stops -Ball Meter Valves Mueller Co., Ltd. 15000N, , H-1552N, H142276N ANSI/NSF 372 _ B-25000N, B-20200N-3, B-24277N-3,H- AWWA C800, ANSF 61, 1111.1. 33-12-10 Curb Stops -Ball Meter Valves Mueller Co., Ltd. 15000N, H-14276N, H-15525N ANSI/NSF 372 1-1/3" B-25000N, B-20200N-3,H-15000N, H- AWWA C800, ANSF 61, 1111.1. 33-12-10 Curb Stops -Ball Meter Valves Mueller Co., Ltd. 15530N ANSI/NSF 372 V 01/26/00 Coated Tapping Saddle with Double SS Straps 1CM Industries, Inc. #406 Double Band SS Saddle 1"-2" Taps on up to 12" 0/5/21/12 33-12-25 Tapping Sleeve (Coated Steel) 1CM Industries, Inc. 412 Tapping Sleeve ESS AWWA C-223 Up to 30" w/12" Out 03/29/22 33-12-25 Tapping Sleeve (Coated or Stainless Steel) 1CM Industries, Inc. 415 Tapping Sleeve AWWA C-223 Concrete Pipe Only 05/10/11 Tapping Sleeve (Stainless Steel) Powerseal 3490AS (Flange) & 3490MJ 4"-8" and 16" 02/29/12 33-12-25 Tapping Sleeve (Coated Steel) Romac FTS 420 AWWA C-223 up to 42" w/24" Out 02/29/12 33-12-25 Tapping Sleeve (Stainless Steel) Romac SST Stainless Steel AWWA C-223 Up to 24" w/12" Out 02/29/12 33-12-25 Tapping Sleeve (Stainless Steel) Romac SST III Stainless Steel AWWA C-223 Up to 30" w/12" Out 05/10/11 Joint Repair Clamp Powerseal 3232 Bell Joint Repair Clamp 4" to 30" Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW37C-12-1EPAF FTW Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW39C-12-1EPAF FTW 08/30/06 Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW65C-14-1EPAF FTW Class "A" Concrete Meter Box Bass & Hays CMB37-B12 1118 LID-9 Concrete Meter Box Bass & Hays CMB-18-Dual 1416 LID-9 Concrete Meter Box Bass & Hays CMB65-B65 1527 LID-9 Water - Bolts. Nuts. and Gaskets 33-11-05 (01/08/13). Water - Combination Air Release 33-31-70 (01/08/13) * E1-11 Air Release Valve GA Industries, Inc. Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A 1" & 2" * E1-11 [rarbombination inationAir Release Valve Multiplex Manufacturing Co. Crispin Air and Vacuum Valves, Model No. 11" 1" & 2" E1-11 ombination Air Release Valve Valve and Primer Corp. APCO 4143C, #145C and #147C 1", 2" & 3" Water - Dry Barrel Fire Hvdrants 33-1240 (01/15/14) 10/01/87 E-1-12 Dry Barrel Fire Hydrant American -Darling Valve Drawing Nos. 90-18608, 94-18560 AWWA C-502 03/31/88 E-1-12 Dry Barrel Fire Hydrant American Darling Valve Shop Drawing No. 94-18791 AWWA C-502 09/30/87 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Shop Drawing No. D-19895 AWWA C-502 01/12/93 E-1-12 Dry Barrel Fire Hydrant American AVK Company Model 2700 AWWA C-502 08/24/88 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Drawings D20435, D20436, B20506 AWWA C-502 E-1-12 Dry Barrel Fire Hydrant ITT Kennedy Valve Shop Drawing No. D-80783FW AWWA C-502 0.1.7 E-1-12 Dry Barrel Fire Hydrant M&H Valve Company Shop Drawing No. 13476 AWWA C-502 Shop Drawings No. 6461 l0/14/87 E-1-12 Dry Barrel Fire Hydrant Mueller Company A-423 Centurion AWWA C-502 Shop Drawing FH-12 01/15/88 E1-12 Dry Barrel Fire Hydrant Mueller Company A-423 Super Centurion 200 AWWA C-502 10/09/87 E-1-12 Dry Barrel Fire Hydrant U.S. Pipe & Foundry Shop Drawing No. 960250 AWWA C-502 09/16/87 E-1-12 Dry Barrel Fire Hydrant American Flow Control (AFC) Waterous Pacer WB67 AWWA C-502 08/12/16 33-12-40 Dry Barrel Fire Hydrant EJ (East Jordan Iron Works) WaterMaster 5CD250 Water - Meters 02/05/93 E101-5 Detector Check Meter Ames Company Model 1000 Detector Check Valve AW WA C550 4" - 10" 08/05/04 Magnetic Drive Vertical Turbine Hersey Magnetic Drive Vertical AWWA C701, Class 1 3/4" - 6" * From Original Standard Products List 4 CITY OF FORT WORTH FORT WORTH. WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 12/29/2023 IApprovall Spec No. IClasssification Manufacturer Model No. National Spec Size Water - Pines/PVC (Pressure Water) 33-31-70 (01/08/13) AWWA C900, AW WA C605, 12/05/23 33-I1-12 PVC Pressure Pie Vin loch PVC Pipe DR14 ASTM D1784 V-16" AWWA C900, AWWA C605, 12/OS/23 33-11-12 PVC Pressure Pipe Vinyltech PVC Pipe DR18 ASTM D1784 16"-18" 3/19/2018 33 11 12 PVC Pressure Pipe Pipelife Jet Stream DR14 AWWA C900 4"-12" 1 3/19/2018 3311 12 PVC Pressure Pipe Pipelife Jet Stream DR18 AWWA C900 16"-24" 1 5/25/2018 33 11 12 PVC Pressure Pipe Diamond Plastics Comoration DR 14 AWWA C900 4"-12" 5/25/2018 33 11 12 PVC Pressure Pipe Diamond Plastics Corporation DR 18 AWWA C900 16"-24" AWWA C900-16 UL 1285 12/6/2018 3311 12 PVC Pressure Pipe J-M Manufacturing Co., Inc d/b/a JM Eagle DR 14 ANSI/NSF 61 4"-28" FM 1612 12/6/2018 33 11 12 PVC Pressure Pipe J-M Manufacturing Co., Inc d/b/a JM Eagle DR 18 " ° 16"-24" 9/6/2019 33 11 12 PVC Pressure Pipe Underground Solutions Inc. DR14 Fusible PVC AWWA C900 4" - 8" 9/6/2019 33 11 12 PVC Pressure Pipe NAPCO(Westlake) DR18 AWWA C900 16"-24" 9/6/2019 33 11 12 PVC Pressure Pipe NAPCO(Westlake) DR14 AWWA C900 4%12" 9/6/2019 33 11 12 PVC Pressure Pipe Sanderson Pipe Corp. DR14 AWWA C900 4%12" Water - PlDes/Valves & Fittings/Ductile Iron Fittings 33-11-11 (01/08/13) 07/23/92 EI-07 Ductile Iron Fittings Star Pipe Products, Inc. Mechanical Joint Fittings AW WA C153 & C110 * E1-07 Ductile Iron Fittings Griffin Pipe Products, Co. Mechanical Joint Fittin, @ AWWA C 110 * E1-07 Ductile Iron Fittings McWane/Tyler Pipe/ Union Utilities Division Mechanical Joint Finings, SSB lass 350 AWWA C 153, C 110, C III 08/11/98 E1-07 Ductile Iron Fittings Sigma, Co. Mechanical Joint Finings, SSB Class 351 AWWA C 153, C 110, C 112 02/26/14 E1-07 MJ Fittings Accucast Class 350 C-153 MJ Finings AWWA C153 4"-12" 05/14/98 E1-07 Ductile Iron Joint Restraints Ford Meter Box Co./Uni-Flange Uni-Flange Series 1400 AW WA C111/C153 4" to 36" 05/14/98 E1-24 PVC Joint Restraints Ford Meter Box Co./Um-Flange Uni-Flange Series 1500 Circle -Lock AW WA C111/C153 4" to 24" 11/09/04 E1-07 Ductile Iron Joint Restraints One Bolt, Inc. One Bolt Restrained Joint Fitting AWWA C111/C116/C153 4" to 12" 02/29/12 33-11-11 Ductile Iron Pipe Mechanical Joint Restraint EBAA Iron, Inc. Megalug Series 1100 (for DI Pipe) AWWA C111/C116/C153 4" to 42" 02/29/12 33-11-11 PVC Pipe Mechanical Joint Restraint EBAA Iron, Inc. Megalug Series 2000 (for PVC Pipe) AWWA C111/C116/C153 4" to 24" 08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLC4 - SLC10 AW WA C111/C153 4" to 10" 03/06/19 33-11-11 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLCS4 - SLCS12 AW WA C111/C153 4" to 12" 08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLCE AW WA C111/C153 12" to 24" 08/10/98 E1-07 MJ Fittings(DIP) Sigma, Co. Sigma One-Lok SLDE AWWA C153 4" - 24" 10/12/10 E1-24 Interim Restrained Joint Svstem S & B Techncial Products Bulldog System ( Diamond Lok 21 & JM ASTM F-1624 4" to 12" 08/16/06 E1-07 Mechanical Joint Fittings SIP Industries(Serampore) Mechanical Joint Fittings AWWA C153 4" to 24" 11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products, Inc. PVC Stargnp Series 4000 ASTM A536 AW WA CI I I 11/07/16 33-11-I1 Mechanical Joint Retainer Glands Star Pipe Products, Inc. DIP Stargrip Series 3000 ASTM A536 AW WA CI I I EZ Grip Joint Restraint (EZD) Black For DIP 03/19/18 33-11-I1 Mechanical Joint Retaner Glands SIP Industries(Serampore) ASTM A536 AW WA CI I I 3"-48" EZ Grip Joint Restraint (EZD) Red for C900 03/19/18 33-11-I1 Mechanical Joint Retainer Glands SIP Industries(Serampore) DR14 PVC Pipe ASTM A536 AW WA CI I I 4"-12" EZ Grip Joint Restraint (EZD) Red for C900 03/19/18 33-11-I1 Mechanical Joint Retainer Glands SIP Industries(Serampore) DR18 PVC Pipe ASTM A536 AW WA CI I I 16"-24" Water - Pines/Valves & Fittings/Resilient Seated Gate Valve* 33-12-20 (05/13/15) Resilient Wedged Gate Valve w/no Gears American Flow Control Series 2500 Drawing # 94-20247 16" 12/13/02 Resilient Wedge Gate Valve American Flow Control Series 2530 and Series 2536 AWWA C515 30" and 36" 08/31/99 Resilient Wedge Gate Valve American Flow Control Series 2520 & 2524 (SD 94-20255) AWWA C515 20" and 24" 05/18/99 Resilient Wedge Gate Valve American Flow Control Series 2516 (SD 94-20247) AWWA C515 16" 10/24/00 E1-26 Resilient Wedge Gate Valve American Plow Control Series 2500 (Ductile Iron) AWWA C515 4" to 12" 08/05/04 Resilient Wedge Gate Valve American Flow Control 42" and 48" AFC 2500 AWWA C515 42" and 48" 05/23/91 E1-26 Resilient Wedge Gate Valve American AVK Company American AVK Resilient Seaded GV AWWA C509 4" to 12" 01/24/02 E1-26 Resilient Wedge Gate Valve American AVK Company 20" and smaller * E1-26 Resilient Seated Gate Valve Kennedy 4" - 12" * E1-26 Resilient Seated Gate Valve M&H 4" - 12" * E1-26 Resilient Seated Gate Valve Mueller Co. 4" - 12" 11/08/99 Resilient Wedge Gate Valve Mueller Co. Series A2361 (SD 6647) AWWA C515 16" 01/23/03 Resilient Wedge Gate Valve Mueller Co. Series A2360 for 18"-24" (SD 6709) AWWA C515 24" and 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" 01/28/88 E1-26 Resilient Wedge Gate Valve Clow Valve Co. AWWA C509 4" - 12" 10/04/94 Resilient Wedge Gate Valve Clow Valve Co. 16" RS GV (SD D-20995) AWWA C515 16" 11/08/99 EI-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" (Note 3) 11/30/12 ReaihentW Gate Valve eGate Clow Valve Co. Clow Valve Model 2638 AWWA C515 24" to 48" ote 3) 05/08/91 E1-26 Resilient Seat Valve Stockham Valves & Finings AWWA C 509, ANSI 420 - stem, 4" - * E1-26 Resilient Seated Gate Valve U.S. Pipe and Foundry Co. Met,,, a1250, requirements SPL #74 3" to 16" 10/26/16 33-12-20 Resilient Seated Gate Valve EJ (East Jordan Iron Works) IIIFlowMester Gate Valve & Boxes 08/24/18 Mateo Gate Valve Matco-Norca 225 MR AWWA/ANSI C115/An21.15 4" to 16" * From Original Standard Products List 5 FORT WORTH® CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 12/29/2023 (Approval Spec No. [Classsification Manufacturer Water - PiDes alves & Fittings/Rubber Seated Batter Valve 33-12-21 (07/10/14) Model No. National Spec Size * y E1-30 Rubber Seated Butterfly Valve Hei ry Pratt Co. AW WA C-504 24" * E1-30 Rubber Seated Butterfly Valve Mueller Co. AW WA C-504 24"and smaller 1/11/99 E1-30 Rubber Seated Butterfly Valve Dezurik Valves Co. AW WA C-504 24" and larger 06/12/03 E1-30 Valmatic American Butterfly Valve Valmanc Valve and Manufacturing Com. Valmatic American Butterfly Valve. AW WA C-504 Up to 84" diameter 04/06/07 E1-30 Rubber Seated Butterfly Valve M&H Valve M&H Style 4500 & 1450 AW WA C-504 24" to 48" 03/19/18 33 1221 Rubber Seated Butterfly Valve G. A. Industries (Golden Anderson) AW WA C504 Butterfly Valve AW WA C-504 30"-54" Water - Polvethvlene Encasement 33-11-10 (01/08/13) 05/12/05 E1-13 Polyethylene Encasment Fl—ol Packaging Fulton Entemrises AW WA C105 8 mil LLD 05/12/05 E1-13 Polyethylene Encasment Mountain States Plastics (MSP) and AEP Ind. Standard Hardware AW WA C105 8 mil LLD 05/12/05 E1-13 Polyethylene Encasment AEP Industries Bullstrong by Cowtown Bolt & Gasket AW WA C105 8 mil LLD 09/06/19 33-11-11 Polyethylene Encasment Northtown Products Inc. PE Encasement for DIP AW WA C105 8 mil LLD Water - SamDlinE Station 03/07/23 33 12 50 l Water Sampling Station Eclipse Number 88 , 12-inch Depth of Bury As shown in spec. 33 12 50 Water - Automatic Flusher HG6-A-IN-2-BRN-LPRR(Portable) 1.110 Automated Flushing System Mueller Hydroguard HG2-A-IN--2-PVC-018-LPLG(Perinanent) 04/09/21 Automated Flushing System Kupferle Foundry Company Eclipse #9800we 04/09/21 Automated Flushing System Kupferle Foundry Company Eclipse #9700 (Portable) The Fort Worth Water Department's Standard Products List has been developed to minimize the submittal review of products which meet the Fort Worth Water Department's Standard Specifications during utility construction projects. When Technical Specifications for specific products, are included as part of the Construction Contract Documents, the regmrements of the Technical Specification w 11 override the Fort Worth Water Department's Standard Specifications and the Fort Worth Water Department's Standard Products List and approval of the specific products will be based on the requirements of the Technical Specification whether or not the specific product meets the Fort Worth Water Department's Standard Specifications or is on the Fort Worth Water Yellow Highlight indicates recent changes * From Original Standard Products List CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 01/29/2024 Concrete 9/9/2022 03 30 00 Mix Design American Concrete Company 9/9/2022 03 30 00 Mix Design American Concrete Company 9/9/2022 03 30 00 Mix Desp American Concrete Company 9/9/2022 03 30 00 Mix Design American Concrete Company 9/9/2022 03 30 00 Mix Desi�tt Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Desii Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Desip Argos 9/9/2022 03 30 00 Mix Desp Argos 9/9/2022 0330 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 033000 00 Mix Des' t Argos 9/9/2022 033000 Mix Desilgn Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9N/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Big D Concrete 9/9/2022 03 30 00 Mix Design B� D Concrete 5/2/2023 3213 13 Mix Design B� D Concrete 9/9/2022 03 30 00 Mix Design Big Town Concrete 9/9/2022 03 30 00 Mix Design Big Town Concrete 9/9/2022 03 30 00 Mix Design Bumco Texas 9/9/2022 03 30 00 Mix Design Bumco Texas 9/9/2022 03 30 00 Mix Design Bumco Texas 9/9/2022 03 30 00 Mix DesP Bumco Texas 9/9/2022 03 30 00 Mix Design Bumco Texas 9/9/2022 03 30 00 Mix Design Burnco Texas 9/9/2022 03 30 00 Mix Design Bumco Texas 9/9/2022 03 30 00 Mix Design Bumco Texas 9/9/2022 03 30 00 Mix Design Borneo Texas 9/9/2022 03 30 00 Mix Design Bumco Texas 1/8/2024 03 30 00 Mix Design Bumco Texas 4/l/2023 03 34 16 Mix Design Bumco Texas 9/9/2022 03 30 00 Mix Design Carder Concrete 9/9/2022 03 30 00 Mix Design Carder Concrete 9/9/2022 03 30 00 Mix Design Carder Concrete 9/9/2022 Mix Design Carder Concrete 9/9/2022 1033000 03 30 00 Mix Design Carder Concrete 9/9/2022 03 30 00 Mix Design Carder Concrete 9/9/2022 1033000 Mix Desi�ii Carder Concrete 9/9/2022 03 30 00 Mix Design Carder Concrete 9/9/2022 03 30 00 Mix Design Charleys Concrete 9/9/2022 1033000 Mix Design Charleys Concrete 9/9/2022 103 30 00 Mix Design Charleys Concrete 9/9/2022 1033000 Mix Design Charley's Concrete 9/9/2022 03 30 00 Mix Design Charley's Concrete 9/9/2022 103 30 00 Mix Design Charley's Concrete 9/92022 103 30 00 Mix Design Charley's Concrete 9/92022 1033000 Mix Design Charleys Concrete 9192022 103 30 00 Mix Design Charleys Concrete 9/9/2022 103 30 00 Mix Design Charley's Concrete 9/9/2022 103 30 00 Mix Design Charleys Concrete 9/92022 1033000 Mix Design Charleys Concrete 9/9/2022 1033000 Mix Design Chisholm Trail Redi Mix 9/92022 1033000 Mix Design City Concrete Company 30CAF029 3000 psi Concrete for Sidewalks & ADA Ramps OIJAF382 1000psi Concrete Base Material for Trench Repair 40CNI 4006 psi Concrete for Manholes & Utility Structures 45CAF076 4500 psi Concrete for Hand Placed Paving DIOO00001737 4500 psi Concrete for Hand Placed Paving DI OOO0001791 4500 psi Concrete for Hand Placed Paving DIOOO0001793 4500 psi Concrete for Hand Placed Paving D10000001103 4500 psi Concrete for Hand Placed Paving DI OOO0002107 4500 psi Concrete for Hand Placed Paving DI OOO0001273 4500 psi Concrete for Hand Placed Paving D I OOO0001617 3600 psi Concrete for Machine Placed Paving D 10000008381 4500 psi Concrete for HES Paving D10000009857 50 Ppsi Flowable Fill - CLSM DIOOO0001055 3060 psi Concrete for Inlets, Junction Boxes, Manholes, Channel Liners, Sidewalks, Driveways, Curb & Gutter DIOOOOO1043S 3000 psi Concrete for Sidewalks, Curbs 131000001565S 3000 Qsi Concrete for Curbs, Curb & Gutters, Sidewalks, Driveways, ADA Ramps DIOOOOO1615 3600 psi Concrete for Inlets, Boxes, Encasement, Blocking DIOOO0001061 3600 psi Concrete for Inlets, Boxes, Encasement, Blocking D100000010835 4000 psi Concrete for Valve Pads, Inlets, Structures, Headwalls, Thrust Blocking 1310000001083 4000 psi Concrete for Valve Pads, Inlets, Structures, Headwalls, Thrust Blocking D10000001685 4000 psi Concrete for Valve Pads D 10000005751 750 Psi Concrete Base for Trench Repair D10000001681 4000 psi Concrete for Headwalls, Retaining Walls, Box Culverts, Valley Gutters 7SKGRT 3000 psi Concrete for Grouting 14500AE 4500 Dsi Concrete for High Ear Strength Paving CM14520AE 4i00 psi Concrete for Hand laceaving 452065-1 4500 psi hand placed paving 450065-1 4500 psi hand placed paving 451J500BG 4500 psi Concrete Mix for Hand Placed Paving, Storm Structures 4OU553BG 4000 psi Concrete Mix for Machine Placed Paving 551J I20AG 4000 psi Concrete Mix for High Early Strength Paving 30U100AG 3000 psi Concrete Mix for Pipe Collars, Inlets, Thrust Blocks, Sidewalks, ADA Ramps 301.1I0IAG 3000 psi Concrete Mix for Flatwork 30US00BG 3000 psi Concrete Mix for Blocking, Encasement, Curb Inlets, Junction Boxes, Fire Hydrant Pads, Driveways, Curb & Gutters, Sidewalks, ADA Ramps 4OU500BG 4000 psi Concrete Mix for Storm Dram Structures, Driveways, Screen Walls, Collars 36US00BG 3600 psi Concrete Mix for Lighting and Traffic Signal Foundations 08Y450BA 800 psi Concrete Mix for Base for Trench Repair OIY69OBF 100ppsi Concrete Mix for Flowable Fill 36U502BG / Sacks / 3,600 psi Concrete Mix for Lighting & Traffic Signal Foundations I0YH50BF 1000 psi Concrete Base Material for Trench Repair FWCC602021 4500 psi concrete for Hand Placed Paving FWCC552091 3600 psi for Machine Placed Paving FWCC602091 3600 psi for Machine Placed Paving FWCC359101 Flowable Fill - CLSM FWFF237501 Flowable Fill - CLSM FWCC602001 4000 psi Concrete for Storm Drain Structures, Manholes, Headwalls, Retaining Walls, Valley Gutters, Drive Approaches FWCC502021 3500 psi concrete for Sidewalks, Driveways, Ramps, Curb & Gutter FWCC502001 3000 psi for Sidewalks, Driveways, Ramps, Curb & Gutter, Flatwork 4142 3600 psi Concrete for Curb Inlets, Junction Boxes 4518 4000 psi Concrete for Headwalls. Wingwals 5167 3600 psi Concrete Mix for Machine Placed Paving 4609 4500 psi Concrete Mix for Hand Placed Paving, Manholes 6103 4500 psi Concrete Mix for Hand Placed Paving, Manholes 4502 3000 psi Concrete Mix for Sidewalks 3759 3000 psi Concrete Mix for Sidewalks 1502 150 psi Concrete for Flowabk Fill-CLSM 1518 150 Psi Concrete for Flowable F&CLSM 5642 4000 psi Concrete for Storm Drain Structures 6595 5000 psi Concrete Mix for Hi h Early Strength Paving 6589 4500 psi Concrete Mix for High Early Strength Paving C13020AE 3000 psi Concrete for Driveways, Curb & Gutter I 1-350-FF 50-150 psi Concrete for Flowable Fill-CLSM FORT WORTH. CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF O1/29/2024 Concrete (Cot[nned) 9/9/2022 03 30 00 Mix Design City Concrete Company 30HA25113000 psi Concrete for Rip -Rap 9/9/2022 03 30 00 Mix Design City Concrete Company 30HA2011 3000 psi Concrete Mix for BockinP, Sidewalks, Flatwork, Pads 9/9/2022 03 30 00 Mix Design City Concrete Company 45NG25113600 psi Concrete Mix for Drilled Shafts/Lighting and Trarcc Signal Foundations 9/9/2022 03 30 00 Mix Design City Concrete Company 50QG25113600 psi Shrry Displaced Drilled Shall 9/9/2022 03 30 00 Mix Desp City Concrete Company 45NA20114500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design City Concrete Company 36LA2011 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 30 00 Mix Des City Concrete Company 36JAOOIJ 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 30 00 Mix Desp City Concrete Company 40LA2011 4000 psi Concrete Mix for Storm Drain Structures 11/16/2022 03 30 00 Mix Design City Concrete Company CLNG2511 3600 ppsi Concrete for Drilled Shaft/Li hung$ and Traffic Signal Foundations 5/5/2023 03 30 00 Mix Des�n City Concrete Company CCNA25OAG 3600 ppsi Concrete for Drilled ShalsLighting and Traffic Signal Foundations 5/5/2023 03 30 00 Mix Design City Concrete Company CSSQA25OAG 3,600 psi Concrete for Slu7Displacement Shafts, Underwater Shafts 9/9/2022 03 30 00 Mix Des Cow Town Redi Mix 250 3000 psi Concrete Mix for Sidewalks, Driveways, ADA Ramps 9/9/2022 03 30 00 Mix Desp Cow Town Redi Mix 350 3000 psi Concrete Mix for Sidewalks, Driveways, ADA Ramps 9/9/2022 03 34 13 Mix Design Cow Town Redi Mix 9 70 psi Flowable Fill - CLSM 9/9/2022 03 34 13 Mix Desp Cow Town Redi Mix 9-S-2 70 psi Flowable Fill - CLSM 9/9/2022 03 34 13 Mix Desp Cow Town Redi Mix 220-8 50 psi Concrete Mix for Flowable Fill - CLSM 9/9/2022 03 34 13 Mix Design Cow Town Redi Mix 320-8 50 psi Concrete Mix for Flowable Fill - CLSM 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 230-8 750 psi Concrete Base Material for Trench Repair 9/9/2022 033000 00 Mix Des'r Cow Town Redi Mix 330-58 750 Psi Concrete Base Material for Trench Repair 9/9/2022 033000 Mix Design Cow Town Redi Mix 3533000 ppsi Concrete Mix for Sidewalks, ADA Ramps, Driveways, Curb & Gutter, Safe�End Treatments, Non-T%DGT Retaining Walls 9/9/2022 03 30 00 Mix Desi�git Cow Town Redi Mix 253-W 3000Pst Concrete Mix Sidewalks, ADA Raa�pps, Driveways, Curb & Gutter, Safety End Treatments, Non-TxDOT Retaining Walls 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 260 4000 psi Concrete Mix for Bridge Slabs, Box CLlverts, Headwalls 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 260-1 3600 psi Concrete Mix for Headwalls 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 260-2 3600 Psi Concrete Mix for Box Culverts, Headwalls 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 360 4000 psi Concrete Mix for Bridge Slabs, Box Culverts, Headwalls 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 360-1 3600 psi Concrete Mix for Box Culverts, Headwalls, Wingwalls 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 264-N 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Des�n Cow Town Redi Mix 366 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 265 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 365 4500 ppsi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 370-NC 4500 psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Desji rt Cow Town Redi Mix 370-1 NC 5008 psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Desp Cow Town Redi Mix 375-NC 5000 vsi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 267 4200 psi Concrete Mix for Manholes and Drama�ge Structures 9/9/2022 03 30 00 Mix Desp Cow Town Redi Mix 270 5000 psi Concrete Mix for Cast -in -Place Box Culveis 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 370 5000 psi Concrete Mix for Cast -in -Place Box Culverts 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 255-2 3000 psi Concrete Mix for Inlets, Thrust Blocking, Concrete Encasement 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 257 3600 psi Concrete mix for Valley Gutters 11/14/2022 32 13 13 Mix Design Cow Town Redi Mix 357-M 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 33 13 13 Mix Design Cow Town Redi Mix 257-M 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 34 13 13 Mix Design Cow Town Redi Mix 260-M 4000 psi Concrete Mix for Machine Placed Paving 9/9/2022 35 13 13 Mix Des�n Cow Town Redi Mix 360-M 4000 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 30 00 Mix Desr Cow Town Redi Mix 255-LP 3000 psi Concrete Mix for Curb & Gutter 9/9/2022 03 30 00 Mix Des Cow Town Redi Mix 355-LP 3000 Psi Concrete Mix for Curb & Gutter 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 255 3500 psi Concrete Mix for Flatwork, Inlets, Thrust Blocking Concrete Encasement 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 355 3000 psi Concrete Mix for Inlets, Thrust Blocking, Concrete Encasement 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 365-STX 4000 psi Concrete for Bridge slabs, top slabs of direct traffic culverts, approach slabs 9/92022 03 30 00 Mix Design Cow Town Redi Mix 357 3600 psi Concrete Mix for Valley Gutters 6212023 03 30 00 Mix Design Cow Town Redi Mix 360-DS 3600 psi Concrete for Drilled Sbaft/Lighting and Traffic Signal Foundation 1/182023 03 30 00 Mix Des Cow Town Redi Mix 380-NC 4500 psi Concrete for HES Paving 1292024 3413 13 Mix Design Estrada Ready Mix 4575AESC 17.50 Sacks / 4,500 psi (3,000 psi (a] 3-daffy) Concrete for HES Pavin¢ Manholes 1292024 03 30 00 Mix Design Estrada Ready Mix R3050AEWR / 5.00 Sacks / 3,000 psi Concrete for Sidewalks. Ramps, Inlets, 1292024 03 30 00 Mix Design Estrada Ready Mix R3655AEWR 15.50 Sacks / 3,600 psi Concrete for Headwalls. Wingwalls, and Culverts 1292024 03 30 00 Mix Desp Estrada Ready Mix R4060AEWR / 6.00 Sacks / 4,000 psi Concrete for Bridge Slabs, Top Slabs, and Approach Slabs 1292024 3213 13 Mix Design Estrada Ready Mix R4560AEWR/ 6.00 Sacks / 4.500 psi Concrete for Hand Placed Pawn,4 9/9/2022 03 30 00 Mix Design GCH Concrete Services GCH4000 4000 psi Concrete for for Sidewalks, Rams. Headwalls. Inlets, and Storm Drain Structures 9/92022 03 30 00 Mix Design GCH Concrete Services GCHV5 4000 psi Concrete for Machine Placed Paving 9192022 03 30 00 Mix Design GCH Concrete Services GCH4500 4500 psi Concrete Hand Placed Paving 9/9/2022 031000 Mix Design Ingram Concrete & Aggregates C47PV5E5 3000 psi Concrete for Sidewalks, ADA RanTs 9/92022 03 30 00 Mix Design Ingram Concrete & Aggregates 2MWR-70J23504 3000 psi Concrete for Sidewalks, ADA Ramps 9/92022 03 30 00 Mix Design Ingram Concrete & Aggregates 2MWR-147QW5D5 3000 psi Concrete Mix for Sidewalks, ADA Ramps 9/92022 03 30 00 Mix Design Ingram Concrete & Aggregates 2MWR-056PS5D5 4000 psi Concrete Machine Placed Paving 9/92022 03 30 00 Mix Design Ingram Concrete & Aggregates 2MWR-161(JV5DM 4500 psi Concrete for Hand Placed Paving 9/92022 03 30 00 Mix Design Ingram Concrete & Aggregates 2MWR-IOMQS50N 4500 psi Concrete for Hand Placed Paving 9/92022 03 30 00 Mix Design Ingram Concrete & Aggregates 161 PSSEM 4500 psi Concrete for Hand Placed Paving 9l92022 03 30 00 Mix Design Ingram Concrete & Aggregates C47PV5E5 3000 psi Concrete Mix for Sidewalks, ADA Ramps 4/72023 03 30 00 mix Design Ingram Concrete & Aggregates IOLOS50N 3.600 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations 9/92022 03 30 00 Mix Design Ingram Concrete & Aggregates 161PS5EM 4500 psi Concrete Mix for Hand Placed Paving FORT WORTH CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 01/29/2024 Concrete(Con'inued) 9/9/2022 03 30 00 Mix Design Holcim - SOR Inc. 5177 3000 psi Concrete Mix for Sidewalks 9/9/2022 03 30 00 Mix Design Holcim - SOP, Inc. 1261 3000 psi Concrete Mix for Sidewalks 9/9/2022 4 30 00 Mix Design Holcim - SOP, Inc. 2125 4500 psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 1701 4000 psi Concrete Mix for Storm brain Structures, Sanitary Sewer Manholes, Junction Box 9/9/2022 03 30 00 Mix Desp Holcim - SOR, Inc. 5409 4000 psi Concrete Mix for Sidewalks, Inlets 9/9/2022 03 30 00 Mix Desr Holcim - SOR, Inc. 5507 4500 psi Concrete Mix for Hand Placed Paving 12/15/2022 3 30 00 Mix Desp Holcim - SOR, Inc. 3741 100 psi concrete for flowable flll/CSLM 9/9/2022 04 30 00 Mix Design Holcim - SOR, Inc. 5017 200 Dsi Concrete for Base Material for Trench Repair 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 9600 3606 psi Concrete for Drill ShaftsLighting and Traffic Sig?1 Foundations 9/9/2022 03 30 00 Mix Design Holcim - SOP, Inc. 1851 4500 psi Concrete for Storm Dram Structures, Hand Placed Paving 12/5/2022 4 30 00 Mix Desp Holcim - SOP, Inc. 1822 3600 psi Concrete for Drilled Shafts,Li ``hting and Traffic Si Foundations 9/9/2022 03 30 00 Mix Desp Holcim - SOP, Inc. 1859 4000 psi Concrete for Drilled Shafts,Lighting and Traffic Signal Foundations 9/9/2022 03 30 00 Mix Desy Holcim - SOR, Inc. 1551 3000 RRsi Concrete Mix for Blocking 4/7/2023 033000 Mix Desl�i Lip -rid Stone C301D 3,060 psi Concrete for Sidewalks, Approaches, and Driveways. 4/27/2023 03 30 00 Mix Design L uid Stone C361DNFA 3,600 si Concrete for Retaininpp��wa0, driveway,1'unction box 4 ron, a proach �oundauons 4/7/2023 03 30 00 Mix Design Liquid Stone C361DHR 3,600 ppQ Concrete for Dri SbaR/f,ighting and Traffic Signal 124/2023 03 30 00 Mix Design Liquid Stone C451 DHR-A 450flpsi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design Martin Marietta R2132214 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Desp Martin Marietta D9490SC 3,000 psi Concrete for Sidewalks & tamps 9/9/2022 03 30 00 Mix Design Martin Marietta R2131214 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2131314 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2136014 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Des 01 Martin Marietta R2136214 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Dea r Martin Marietta R2141224 4,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2141024 4,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Des1P Martin Marietta R2136224 3,600 psi Concrete for Curb Inlets 9/9/2022 03 30 00 Mix Design Martin Marietta R2141233 3,600 psi Concrete for Storm Structures, Inlets, Blocking & Encasement 9/9/2022 03 30 00 Mix Deslflt Martin Marietta FLOW25A 50 si Concrete for Flowablc FiIUCLSM 9/9/2022 03 30 00 Mix Design Martin Marietta R2142233 3,600 psi Concrete for Manholes, Inlets & Headwalls 9/9/2022 03 30 00 Mix Design Martin Marietta R2146333 3,600 psi Concrete for Manholes, Inlets & Headwalls, Concrete Encasement 9/9/2022 03 30 00 Mix Design Martin Marietta R21412304,000 fsi Concrete for Manholes, Inlets & Headwalls, Valve Pads 9/9/2022 03 30 00 Mix Design Martin Marietta R2146035 4,006 psi Concrete for Manholes, Inlets & Headwalls, Valve Pads 9/9/2022 03 30 00 Mix Design Martin Marietta R2146335 4,500 psi Concrete for Hand Placed Paving, Inlets, Storm Drain Structures 11/2/2022 321313 13 Mix Desr Martin Marietta Q2141N27 4,000 psi Concrete for Machine Placed pawing 11/2/2022 32 13 13 Mix Des Martin Marietta Q2141K30 4,000 psi Concrete for Machine Placed Paving 11 /2/2022 32 13 13 Mix Des)r Martin Marietta R2146N36 4,500 psi Concrete for Hand Placed Paving 11/15/2022 33 13 13 Mix Design Martin Marietta R2146K36 4,500 psi Concrete for Hand Placed Paving 11 /15/2022 34 13 13 Mix Design Martin Marietta R2146P36 4,500ysi Concrete for Hand Placed Paving 11/2/2022 32 13 13 Mix Desr Martin Marietta R2146K36 4,500 psi Concrete for Hand Placed Paving 11/2/2022 32 13 13 Mix Desp Martin Marietta R2146N35 / 6.11 sacks / 4,500 Psi concrete for Hand Place Paving, Inlets, Manholes, Headwalls 11/2/2022 3213 13 Mix Design Martin Marietta R2146K34 4,000 psi Concrete for Inlets, Manholes, Headwalls 11/2/2022 3213 13 Mix Des tt Martin Marietta R2141N24 4,000 psi Concrete for Sidewalks and Ramps 11/2/2022 32 13 13 Mix Desytt Martin Marietta R2141K24 4,000 psi Concrete for Junction Boxes, Sidewalks and Ramps 9/9/2022 03 30 00 Mix Desp Martin Marietta R2146038 4,500 psi Concrete for Inlets, Storm Drain Structures 9/9/2022 03 30 00 Mix Design Martin Marietta R2146036 4,500 psi Concrete for Hand Placed Paving, Inlets 9/9/2022 03 30 00 Mix Desp Martin Marietta R2146042 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Martin Marietta R2146242 4,500 psi Concrete for Hand Placed Paving 9/9/2022 033000 00 Mix DesFfi Martin Marietta R2146236 4,500 psi Concrete for Hand Placed Paving 9/9/2022 033000 Mix Design Martin Marietta D9493SC 4.500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Martin Marietta R2147241 4.500 psi Concrete for Hand Placed Paving 4/1/2023 32 13 20 Mix Design Martin Marietta R2136N14 / 5.00 sacks / 3,000 psi concrete for Sidewalks 4/l/2023 03 30 00 Mix Design Martin Marietta R2146P33 / 6.01 sacks / 4,000 psi concrete for Bridge Deck 4/l/2023 03 30 00 Mix Design Martin Marietta R2146033 4,000 psi Concrete for Riprap 4n/2023 32 13 20 Mix Design Martin Marietta R2136K14 3.000 psi concrete for sidewalks and raprps 4/7/2023 32 13 13 Mix DesignMartin Marietta R216IK70 6,000 Rsi 3,000 Qsi �° 24 hrs.) for HES pavin g 4/1/2023 03 30 00 Mix Design Martin Marietta 310LBP 3,600 ysi Concrete for Retaining Walls 5/22/2023 32 13 13 Mix Design Martin Marietta R2146K37/6.23 sack / 4,500 psi Concrete for Hand Placed Paving 4/l/2023 03 30 00 Mix Design Martin Marietta R2141030 4,000 psi Concrete for Ripmp FORT WORTH CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 01/29/2024 Concrete(Con'nued) 5/3/2023 03 30 00 Mix Design Martin Marietta M7842344 4.000 psi Concrete for Bridge Deck 6/l/2023 32 13 20 Mix Des Martin Marietta R2136R20 3.000 psi Concrete for Sidewalks and Ramps 6/l/2023 32 13 20 Mix Design Martin Marietta R2136N20 3.000 psi Concrete for Sidewalks and Ramps 6/27/2023 03 30 00 Mix Despi Martin Marietta U2146N41 / 6.44sacks / 3,600 psi Concrete for Drilled Shafts / LiFbting and Traffic Signal Foundations 6127/2023 03 30 00 Mix Desp Martin Marietta U2146K45 / 6.65 sacks / 3,600 psi Concrete for Drilled Shafts / Lightm%nd Trafic Signal Foundations 8/42023 03 30 00 Mix Design Martin Marietta U2146R41 / 6.44 sacks / 4,500 psi Concrete for Drilled Piers/Light Pole bases. 8/4/2023 03 30 00 Mix De7n Martin Marietta R2136R14 / 5.00 sacks / 3,500 psi Concrete for Sidewalks and Ramps 8/4/2023 32 13 20 Mix Dear Martin Marietta R2141R24 / 5.53 / 4,000 psi Concrete for Junction Box, Box Culvert, Sidewalks and Ramps. 8/4/2023 03 30 00 Mix Design Martin Marietta R2146R35 / 6.11 / 4,500 psi Concrete for Inlets, Manholes, and Headwalls 8/4/2023 32 13 13 Mix Design Martin Marietta R2146R36 / 6.17 / 4,500 psi Concrete for Hand Placed Paving 8/30/2023 03 30 00 Mix Design Martin Marietta R2141R30 / 5.85 SK / 4,000 psi Concrete for Box Culverts & Headwalls 8/4/2023 3213 13 Mix Desp Martin Marietta Q2141 R27 / 5.69 sacks / 4,000 psi Concrete for Machine Placed Pavin 11/20/2023 03 30 00 Mix Design Martin Marietta R2146P33 / 6.01 Sacks / 4,000 psi Concrete Mix for CIP Sewer Manholes 11 /20/2023 03 30 00 Mix Des' Martin Marietta R2146K33 / 6.01 Sacks / 4,000 psi Concrete Mix for CIP Sewer Manholes. 12/22/2023 321313 Mix Design Martin Marietta R2146R44 / 6.60 Sacks / 4,500 psi Concrete Mix for Hand Placed Paving 1222/2023 32 13 13 Mix Design Martin Marietta R2146K44 / 6.60 Sacks / 4,500 ps'C oncrete Mix for Hand Placed Paving 9/9/2022 321320 Mix Design NCS Redi Mix NCS5020A 3000 Qsi Concrete Mix for Curb & Gutter, Driveways, Sidewalks 9/9/2022 03 30 00 Mix Design NBR Ready Mix TX C-YY 3000 psi Concrete Mix for Curb Inlets 9/9/2022 03 30 00 Mix Desp NBR Ready Mix TX C-NY 3000 Ppsi Concrete Mix for Club Inlets 9/12/2023 03 30 00 Mix Design NBR Ready Mix CLS PI-W / 6.b0 Sacks / 4,000 psi Concrete for Collars, Manholes, Box Culverts 10/4/2023 03 30 00 Mix Design NBR Ready Mix CLS A-YY / 5.00 Sacks 13,000 psi Concrete for Sidewalks & Ramps, and Curb & Gutter 10/4/2023 03 30 00 Mix Design NBR Ready Mix CLS A -NY/ 5.00 Sacks / 3,000 Pps'C oncrete for Sidewalks & Rus, and Curb & Gutter 10/4/2023 32 13 13 Mix Design NBR Ready Mix TX C SF-YY / 5.50 Sacks / 3,6uk1 psi Concrete for Machine Placed Paving 10/4/2023 3213 13 Mix Design NBR Read}' Mix TX C SF -NY 5.50 Sacks 13,600 psi Concrete for Machine Placed Paving 10/4/2023 32 13 13 Mix Design NBR Ready Mix CLS P2-YY / 6.50 Sacks / 4,500 psi Concrete for Hand Placed Paving 10/4/2023 32 13 13 Mix Desigit NBR Ready Mix CLS P2-NY / 6.50 Sacks / 4,500 psi Concrte for Hand Placed Paving 10/4/2023 03 34 13 Mix Design NBR Ready Mix FTW FLOW FILL / 150 psi concrete for Flowable 7/10/2023 03 30 00 Mix Desing Osborn 30A50MR / 5 SK / 3,000 psi Concrete for Sidewalks 7/10/2023 32 13 13 Mix Desiri Osborn 45A60MR / 6 SK / 4,500 psi Concrete for Hand Placed Paving 1/24/2023 03 30 00 Mix Design Rapid Redi Mix RRM6320AHP 4500 psi Concrete for Hand Placed Paving 124/2023 03 30 00 Mix Design Rapid Redi Mix RRMS525A 3600 Psi Concrete for Valley Gutters, Sidewalks, Approaches, ADA Ramps 1/18/2023 03 30 00 Mix Design Rapid Redi Mix RRM6020ASS 4000 psi Concrete for Strom Drain Structures 1/18/2023 03 30 00 Mix Design Rapid Redi Mix RRMS320A 3000 psi Concrete for Blocking 1/18/2023 03 30 00 Mix Design Rapid Redi Mix RRMS020A 3000 Jsi Concrete for Curb, Gutter, Driveways, Sidewalk, Ramps 9/92022 03 30 00 Mix Design Redi-Mix DCA2E554 3000 psi Concrete Mix for Ri Rap 9/9/2022 03 30 00 Mix Design Redi-Mix VOR 1524 3000 psi Concrete Mix for Curb & Gutter 9/9/2022 033413 Mix Design Redi-Mix FOC 10021 215 psi Flowable Fill - CLSM 9/9/2022 03 30 00 Mix Design Redi-Mix IOJI 1524 3000 psi Concrete Mix for Driveways, Sidewalks, ADA Ramps 9/9/2022 033000 00 Mix Design Redi-Mix 10JI 1504 3000 psi Concrete Mix for Sidewalks 9/9/2022 033000 Mix Design Redi-Mix 101.11504 / 6.Od Sacks / 4,000 psi Concrete Mix for Sidewalks, Curb & Gutter, Sewer Manhole, Inlets, & Junction Boxes 9/9/2022 03 30 00 Mix Design Redi-Mix IOLI 1524 / 6.00 Sacks / 4,000 psi Concrete Mix Manholes, Inlets, Junction Boxes, Headwalls 9/9/2022 03 30 00 Mix Design Redi-Mix IRJI 1524 3500 psi Concrete Mix for Thrust Blocks, Valve Pads 929/2022 03 30 00 Mix Delp Redi-Mix IOL21524 4000 psi Concrete Mix for Manholes 9/92022 03 30 00 Mix Design Redi-Mix 15611524 4000 psi Concrete Mix for Cast -in -Place Storrs Drain Structures 9/92022 03 30 00 Mix Design Redi-Mix IOLI 15E4 3600 psi Concrete Mix for Bridge substructures 9/9/2022 03 30 00 Mix Design Redi-Mix 156115134 4000 psi Bride Slabs 9/92022 03 34 13 Mix Design Redi-Mix F35238VN 100 psi Flowable Fill - CLSM 9/92022 0334 13 Mix Desii Redi-Mix FOD138VM 100 psi Flowable Fill - CLSM 9/9/2022 03134 13 Mix Desn ig Redi-Mix 10JI 1554 3000 psi Concrete Mix for Rip Rapp 9/9/2022 03 30 00 Mix Design Redi-Mix POG138K9 1000 psi Concrete Mix for Treno6 Repair Base Material 9/92022 03 30 00 Mix Desi Redi-Mix IOKi 1524 3600 psi Concrete Mix for Encasement 9/9/2022 0313000 Mix Des i Redi-Mix 1ON11507 4500 psi (2600 psi @ 24 l rs.) Concrete Mix for HES Paving 9/92022 03 30 00 Mix Design Redi-Mix ION] 1504 5000 psi (3600 psi (o; 2 days) Concrete Mix for HES Paving 9/92022 03 30 00 Mix Design Redi-Mix 50KI 1524 3600 psi Concrete Mix for Machine Placed Paving¢ 9/9/2022 03 30 00 Mix Design Redi-Mix 1OM115134 4500 psi Concrete Mix for Hand Placed Paving, torn Drain Structures 9/92022 03 30 00 Mix Design Redi-Mix 1 OM11524 4500 psi Concrete Mix for Hand Placed Paving 9/92022 03 30 00 Mix DesP Redi-Mix 1OM11504 4500 psi Concrete Mix for Hand Placed Paving 9192022 03 30 00 Mix Design Redi-Mix 145CD5P4 4500 psi Concrete Mix for Hand Placed Paving, Storm Drain Structures I M022 03 30 00 Mix Desk Redi-Mix 145P25P4 4500 psi Concrete for Storm Drain Structures 12/52022 03 30 00 Mix Design Redi-Mix IOK115C4 3500 psi Concrete for Thrust Blocks, Valve Pads 12/5/2022 03 30 00 Mix Design Redi-Mix 156115C4 4000 psi Concrete for CIP Storm Drain Structures 12/5/2022 03 30 00 Mix Design Redi-Mix 1OL115C4 3600 psi Concrete for Manhole, Inlet, Junction Box, Headwall 5/15/2023 03 30 00 Mix Design Redi-Mix 80LI15D5 3600 psi Concrete for Drilled Shafts/Lightinjand Traffic Signal Foundations 5/15/2023 03 30 00 Mix Desgn Redi-Mix ION] 15D6 Slurry Displacement Shafts, Underwater Drilled shafts 19/92022 03 34 13 Mix Design SRM Concrete 30000 3,000 psi Concrete for Sidewalks and Rafrips, Curb & Gutter 19/912022 03 34 13 Mix Design SRM Concrete 40050 4.000 psi Concrete for Headwalls, Relaininf Wall, Collars 9/92022 03 30 00 Mix Design SRM Concrete 35023 3.600 psi Concrete for Machine Placed Paving 19/9/2022 03 30 00 Mix Design SRM Concrete 40069 3,600 psi Concrete for Machine Placed Paving CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 01/29/2024 Conerete(Continaed) 9/9/2022 03 30 00 Mix Design SRM Concrete 45300 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Desn SRM Concrete 45000 4,500 RRs1 Concrete for Hand Placed Pavin$ 9/9/2022 03 30 00 Mix Desy SRM Concrete 40326 4,500 (3,00 G� r3 da )psi Concrete for I{ES Pav��'n� 7 9N/2022 033000 00 Mix Des�i SRM Concrete 35022 3,600 psi Concrete for Junction Box, Retaining 9/9/2022 033000 Mix Design SRM Concrete 30050 3,000 psi Concrete for Sidewalks, Ramps, Inlets, Junction Boxes, Thrust Blocks, Curb and Gutter, Driveways, Barrier Ramp 2/10/2023 03 30 00 Mix Design SRM Concrete 50310 5,000 psi Concrete for HES Pavm 1/13/2023 5/5/2023 3213 13 03 30 00 Mix Design Mix Design SRM Concrete SRM Concrete 45023 4,500 QQsi Concrete for Hand Placed PavinP� DI00008553K 4,000 Concrete for Bdrid% A Slab, Deck Slab 9/9/2022 03 30 00 Mix Design Tan -ant Concrete psi 4 roach FW60AHP 4500 psi Concrete Mix for Hand PlaceSTavinp 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW6020AHP 4500psi Concrete Mix for Hand Placed Pa vng 9/9/2022 9/9/2022 03 30 00 03 30 00 Mix Design Mix Des Tarrant Concrete Tarrant Concrete TCFW6020AHP 4500 psi Concrete Mix for Hand Placed Paving FW7520AMR 4500 (3000 psi V 3-daY�) psi Concrete HES Paving 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW6520AMR4500 (3000 psi (al3 daXs} Rsi HES Paving 9/9/2022 03 30 00 Mix Desp Tarrant Concrete FW5520AMP 3600 psi Concrete or ac me Placed Paving 9/9/2022 03 30 00 Mix Desp Tarrant Concrete FW5320A 3000 Jjsi Concrete Mix for Blocking, 2SM 9/9/2022 03 34 13 Mix Desp Tarrant Concrete FWFF150CLSM 30-150 psi Flowable Fill - 9/9/2022 03 34 13 Mix Design Tarrant Concrete FWFF275 50-150 psi Flowable Fill - CLSM 9/9/2022 03 30 00 Mix Desp Tarrant Concrete FW602OA2 4000 ppsf Concrete Mix for Storm Drain Structures 10/10/2022 03 30 00 Mix Dear Tarrant Concrete TCFW6025A2 4000 psi Concrete for Manholes 10/10/2022 03 30 00 Mix Design Tarrant Concrete TCFW5020A 3000 Concrete for Sidewalks 9/9/2022 03 30 00 Mix Design Tarrant Concrete sei FW5025A 3000 Psi Concrete Mix for Curb & Gutter, Driveways, Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Desi�n Titan Ready Mix 3020AE 3000 PPsi Concrete for Sidewalks 9/9/2022 03 30 00 Mix Dear Tarrant Concrete CP5020A 3000 ppsi Concrete Mix for Curb and Gutter 9/9/2022 033000 00 Mix Desp Tarrant Concrete FW5525A2 3600 psi Concrete Mix for Sidewalks, Drive Approaches, ADA Ramp 9/9/2022 033000 Mix Design Titan Ready Mix TRC4520 4500 psi Concrete for Hand Placed Pavinj 9/9/2022 03 30 00 Mix Design True Grit Redi Mix 0250.230 3000 Rsi Concrete Mix for Flatwork, Curb &Gutter, Driveways, Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Desjfri True Grit Redi Mix 270.230 5000 st Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design True Grit Redi Mix 0.2301 02530�0 psi Concret Mix for Curb & Gutter, Driveways, Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design True Grit Redi Mix 0260.2302 4000 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 30 00 Mix Design True Grit Redi Mix 0255.2301 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 30 00 Mix Design True Grit Redi Mix 0260.2301 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design True Grit Redi Mix 0265.2301 4500 t�ci Concrete Mix for Valley Gutters, Hand Placed Paving t 1/30/2023 3213 13 Mix Design Wildcatter Redi-Mix 3620AI / 6.00 Sacks / 3,600 psi Concrete Mix for Machine Placed Paving 11/20/2023 3213 13 Mix Des Wildcatter Wildcatter Redi-Mix 4520AI / 6.50 Sacks / 4,500 psi Concrete Mix for Hand Placed pay �C 1120/2023 03 30 00 Mix Design Wildcatter Redi-Mix 3020AI / 5.00 Sacks / 3,000 psi Concrete Mix for Sidewalks and Inlets 11/302023 03 30 00 Mix Design Wildcatter Redi-Mix 4020AI 16.00 Sacks / 4,000 psi Concrete Mix for Sidewalks and Inlets 9/9/2022 03 30 00 Mix Design Wise Redi Mix 3678 3600 psi Concrete Mix for Lighting and Traffic Signal Foundations Ai PR It Pav- 9/92022 3212 16 Mix Design Austin Asphalt FTSD 137965 PG64-22 Type D Fine Surface 9192022 32 12 16 Mix Desp Austin Asphalt DA5D135965 PG64-22 Type D Fine Surface 9/9/2022 32 12 16 Mix Design Austin Asphalt FT5B 117965 PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design Austin As halt FTIBI39965 PG64-22 Type B Fine Base 9/9/2022 32 I2 16 Mix Design Austni Asp}ialt FI'IB117.2 PG64-22 TyP� B Fine Base 9/9/2022 32 12 16 Mix Des' Reynolds Asphalt 190ID PG64-22 Type 6 Fine Sorface 9N/2022 32 l2 16 Mix DesF Reynolds Asphalt 1 112B PG64-22 Type B Fine Base 9/9/2022 32 1216 Mix DesignReynolds Asphalt 1612B PG64-22 Type B Fine Base 11202023 32 12 16 Mix Des Reynolds Asphalt 2101D PG64-22 TyLe D Fine Surface 9/92022 32 12 16 Mix Design Surmount Paving 341DV6422 PG64-22 Type D Fine Surface 11262022 32 12 16 Mix Desp Surmount Paving 340DV6422 PG64-22 Type D Fine Surface 12/52022 33 t2 16 Mix Design Surmount Paving 3076BV6422 PG62-22 T6T B Fine Base 9/92022 32 12 16 Mix Des Surmount Paving 341-B&4P64Z2(t5'i pG6d-22 Type B Fine Base 9/92022 32 12 16 Mix Design TXBIT 37-21 I J05-286 P ((4-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design TXBIT 44-211305-17 PG64-22 Type B Fine Base 9/92022 32 12 16 Mix Desr' TXBIT 211305 (1757) PG64-22 Type B Fine Base 9/92022 32 I2 16 Mix Des TXBIT 222475 J18571 PG64-22 Type D Fine Surface 9/92022 32 l2 16 Mix Design TXBIT 29-222475-19 G64-22 Type D Fine Surface 9/9/2022 32 12 16 Mix Design TXBIT 1-222475-20 PG64-22 Type D Fine Surface 9/9/2022 32 12 16 Mix Design TXBIT 64-224125-18 PG70-22 Type D Fine Surface 9/9/2022 32 1216 Mix Design TXBIT 12-222475-19 PG64-22 Type D Fine Surface CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 01/29/2024 Detectable Worm Surface 9/9/2022 32 13 20 DW$ - Pavers Pine Hall Brick ( Winston Salem, NC) Tactile Pavers 9/9/2022 32 13 20 DWS - Pavers Western Brick Co. (Houston. TX) Detectable Warning Pavers 9/9/2022 32 13 20 DWS - Composite Engineered Plastics, Inc. (Williamsville, I Armor Tile 9/9/2022 32 13 20 DWS - Composite ADA Solutions (Wihnington, MA) Heritage Brick CIP Composite Paver 4/7/2023 32 13 20 DWS - Pavers ADA Solutions (Wilmington, MA) Detectable Warning Pavers Silicone Joint Sealant 9/92022 13 73 Sealant w -Cold Applied, Sin4(e Component, Silicone Joint Sealant D5893 9/9/2022 I32 32 13 73 (Joint Joint Sealant mco Kfco I890SL 900SL - Cold Applied, SmRc Component, Silicone Joint Sealant ASTM D5893 9/92022 32 13 73 Joint Sealant ora 3005E -Cold Applied, Sin le Corljp9nent, Silicone Jo nt SeaLmt (ASTM ASTM D5893 9/9/2022 32 1373 Joint Sealant RoadSaver Silicone - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893 U Trench Embedment Sand 9/9/2022 33010 0 Embedment Sand Silver Creek Materials Utility Embedment Sand ASTM C33 9/9/2022 33 05 10 Embedment Sand Crouch Materials Utility Embedment Sand ASTM C33 9/9/2022 33 05 10 Embedment Sand F and L Dirt Movers UtilitxEmbcdment Sand ASTM C33 9/9/2022 33 05 10 Embedment Sand F and L Dirt Movers Utility Embedment Sand ASTM C33 9/9/2022 33 05 10 Embedment Sand Tin Top Martin Marietta Utility Embedment Sand ASTM C33 Storm Sewer- Manholes & Bases/Frames & Covera/Standard Round) 33-05-13 /28/2018 �9/291201 3305 13 Manhole Frames and Covers AccuCw I Oovind reel Company, LTD) MHRC 0220605JSin - a24" Dia.) ASTM A48 AASHTO M306 /28/2018 3305 13 Manhole Cover Neenah FoundJY NF-1274-T91 (Size - 32" Dia.) ASTM A48 AASHTO M306 8 33 05 13 Manhole Frames and Covers Neenah Foundry NF-1743-LM fHinged) (Size - 32" Din.) ASTM A48 AASHTO M306 9/29/2018 3305 13 Manhole Frame Neenah Found NF-1930.30 (, ize - 32.25" Dia.) ASTM A48 AASHTO M306 928/2018 3305 13 Manhole Frames and Covers Neenah Foundry R-1743-HV (Size - 32" Dia.) ASTM A48 AASHTO M306 4132019 33 05 13 Manhole Frames and Covers SIP Industries ++ 2279ST qize - 24" Dice.) ASTM A48 AASHTO M306 4/32019 3305 13 Manhole Frames and Covers SIP Industries++ 2280ST (Size - 32" j ASTM A48 AASHTO M306 10/82020 3305 13 Manhole Frames and Covers EJ ( Fotmalll East Jordan iron Works) E31033 A Size - 32.25" Dia.) ASTM A536 AASHTO M306 —No. All new development and new insialladan manhole lib oho I meet the min-- 304nch opening regiti—ent as specifies in City Spo glndon 33 6513. Any smaller opening sizes will a ify he allowed for ecisring manhnlrc char require replacement frames and enters. CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 01/29/2024 I Storm Sewer - Inlet & Structures 33-05-13 110/8/2020 33 49 20 Curb Inlets Forierrra FRT-1 Ox3405-PRECAST•* (Size - 10' X 3) ASTM C913 110/8/2020 33 49 20 Curb Inlets Forterrra FRT-1 Ox3-406-PRECAST•• (Size - I V X 31 ASTM C913 10/8/2020 33 49 20 Curb Inlets Foncrrra FRT-I Ox4.5407-PRECAST•• (Size - 10' X 4.51 ASTM C913 10/8/2020 33 49 20 Curb Inlets Foncnra FRT-I Ox4.5420-PRECAST•' (Size - 10' X 4.51 ASTM C913 10/8/2020 33 39 20 Manhole Fortema FRT4X4-409-PRECAST-TOP (Size - 4' X 41 ASTM C913 10/8/2020 33 39 20 Manhole Fortenra FRT4X4409-PRECAST-BASE (Size - 4' X 4) ASTM C913 10/8/2020 33 39 20 Manhole Fortema FRT-5X5410-PRECAST-TOP (Size - 5' X 5) ASTM C913 10/8/2020 33 39 20 Manhole Forterrra FRT-5X5-410-PRECAST-BASE (Size - 5' X 51 ASTM C913 10/8/2020 33 39 20 Manhole Fortema FRT-6X6-41 I -PRECAST -TOP (Sae - 6' X 61 ASTM C913 10/8/2020 33 39 20 Manhole Forterrra FRT-6X6-011-PRECAST-BASE (Sae - 6' X 61 ASTM C913 3/19/2021 33 49 20 Curb Inlets Thompson P�pe Group TPG-IOX3-405-PRECAST INLET" (Size - 10' X 31 ASTM 615 3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-15X3405-PRECAST INLET-- (Size - 15' X 31 ASTM 615 3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-20X3405-PRECAST INLET" (Size - 20' X 71 ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-4X4-409-PRECAST TOP (Sae - 4' X 4) ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-4X4409-PRECAST BASE (Sae - 4' X 41 ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG4X4412-PRECAST 4-FT RISER (Size - 4' X 41 ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-5X5410-PRECAST TOP (Size - 5' X 51 ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-5X5410-PRECAST BASE (Size - 5' X 51 ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-5X5412-PRECAST 5-FT RISER (Size - 5' X 51 ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-6X641 I -PRECAST TOP (Sae - 6' X 61 ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-6X641 I -PRECAST BASE (Sae - 6' X 61 ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-6X6412-PRECAST 6-FT RISER (Size - 6' X 61 ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-7X741 I -PRECAST TOP (Sae - T X 71 ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-7X741 I -PRECAST BASE (Sae - T X 71 ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-7X7412-PRECAST 4-FT RISER (Sae -T X T) ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-SX8411-PRECAST TOP (Size - 8' X 81 ASTM 615 3/192021 33 39 20 Manhole Thompson Pipe Group TPG-8X8411-PRECAST BASE (Size - 8' X 81 ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X8412-PRECAST 5-FT RISER (Size - 8' X 81 ASTM 615 3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG4X4408-PRECAST INLET (Sae - 4' X 41 ASTM 615 3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-SX5408-PRECAST INLET (Size - 5' X 51 ASTM 615 3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-6X6408-PRECAST INLET (Sae - 6' X 61 ASTM 615 9/28/2023 33 49 10 Manhole Oldcastle Precast 4' x 4' Stacked Manhole (Sae - 4' X 41 ASTM C478 9/28/2023 33 49 10 Manhole Oldcastle Precast 5' x 8'Storm Junction Box (Size - 5' X 81 ASTM C478 9/28/2023 33 49 10 Manhole Oldcastle Precast 4' x 4' Storm Junction Box (Size - 4' X 41 ASTM C478 8/29/2023 33 49 10 Manhole Oldcastle Precast 5' x 5' Storm Junction Box (Size - 5' X 51 ASTM C478 8/28/2023 33 49 10 Manhole Oldcastle Precast 6' x 6' Storm Junction Box (Size - 6' X 61 ASTM C478 8/28/2023 334910 Manhole Oldcastle Precast 8' x 8'Storm Junction Box Base (Size - 8' X 8') ASTM C478 8/28/2023 33 49 10 Manhole Oldcastle Precast 5' x 8' Stoner Junction Box Base (Sae - 5' X 81 ASTM C478 8/28/2023 33 49 10 Manhole Rinker Materials Reinforced 48" Diameter Spread Footing Manhole (Sae - 4' X 41 ASTM C433 9/28/2023 33 39 20 Curb Inlet 10 'x 3' Riser Thompson Pipe Group Inlet Riser (Size - 3 FT) ASTM C913-16 8128/2023 33 39 20 Curb Inlet 15 St 3' Riser Thompson Pipe Group Inlet Riser (Sae - 3 FT) ASTM C913-16 8/28/2023 33 39 20 Curb Inlet 20' x 3' Riser The son Pipe Group Inlet Riser (Size - 3 FT) ASTM C913-16 1/12/2024 334920 Drop Inlet Amen3ex Pipe &Products Drop Inhe (4' X 4') ASTM C913 1/12/2024 33 49 20 Drop Inlet AmeriTex Pipe &Products Drop InIte (5' X 5') ASTM C913 1/19/2024 33 49 20 Manhole AmeriTex Pipe &Products Precast 4'x4' Storm Junction Box ASTM C913 1/19/2024 33 49 20 Manhole AmeriTex Pipe &Products Precast 5'x5' Storm Junction Box ASTM C913 1 /192024 33 49 20 Manhole AmenTex Pipe &Products 5' Precast Tansition MH (4' MH on the top of 5' JB) ASTM C913 1/192024 33 49 20 Manhole AmeriTex Pipe &Products Precast 6'x6' Storm Junction Box ASTM C913 1/192024 33 49 20 Manhole AmeriTex Pipe &Products 6' Precast Tansition MH (4' MH on the top of 6' JB) ASTM C913 1/192024 33 49 20 Manhole AmeriTex Pipe &Products Precast 8'x8' Storm Junction Box ASTM C913 1/192024 33 49 20 Manhole AmeriTex Pipe &Products 8' Precast Tansition MH (4' MH on the top of 8' JB) ASTM C913 1/192024 33 49 20 Manhole AmeriTex Pipe &Products Tvpe C Storm Drain Manhole on Box (4' MH on the top of RCB) ASTM C913 "Non: Pre -cost inlets are appnred for the stage! portion ofdte simewre (batin) only. Stage 11 portion ofthe structure are required to be cast in -plum .Vo exceptions to this requirement shall be allowed Storm Sewer - Pipes & Boxes 33-05-13 4/92021 3341 13 Storm Drain Pipes Advanced Drainage Systems. Inc. (ADS) ADS HP Storm Polypropylene (PP) Pipe (Sae - 12" - 60") 828/2023 33 49 10 Storm Drain Pipes Rinker Materials Reinforced Concrete Pipe Tongue acid Groove Joint Pipe (Size - 2 1 " or larger) 8282023 33 49 10 Culvert Box Rinker Materials Reinforced Concrete Box Culvert (Sze - Various) 10/12/2023 3341 10 Storm Drain Pipes AmeriTex PVte &Products Reinforced Concrete Pipe Tongue and Groove Joint Pipe* (Size - 15" or larger) 10/122023 3441 10 Culvert Box AmeriTex Pipe &Products Reinforced Concrete Box Culvert (size - Various)) 10/182023 3541 10 Storm Drain Pipes The Turner Co. Reinforced Concrete Pipe Tongue and Groove Joint Pipe• (Size - 15" or larger) 10/182023 3641 10 Culvert Box The Turner Co. Reinforced Concrete Box Culvert (size - Various) ASTM F2881 & AASHTO M330 ASTM C76, C655 ASTM C789, C850 ASTM C76, C506 ASTM C1433,C1577 ASTM C76, C506 ASTM C1433,C1577 GEOTECHNICAL REPORT ALPHA #XTESTING Geotechnical 5058 Brush Creek Road Tel: 817.496.5600 Construction Materials Fort Worth, Texas 76119 Fax: 817.496.5608 Environmental www.alphatesting.com A Universal Engineering Sciences Company TBPELS Firm No. 813 August 30, 2023 Bloomfield Homes, L.P. 1050 E. Highway 114, Suite 210 Southlake, Texas 76092 Attention: Mr. Clint Vincent, P.E. Re: Pavement Recommendations Deer Creek Meadows — Phase 8 Off North Crowley Road Fort Worth, Texas ALPHA Report No. W222721-1 Submitted herein are the recommended pavement sections for the proposed subdivision (Deer Creek Meadows - Phase 8) on a tract of land located on the east side of North Crowley Road, about 600 ft south of Clark Road, in Fort Worth, Texas. This study was authorized by Mr. Art Ferreira on August 29, 2023 and performed in accordance with ALPHA Proposal No. 92947-2 dated August 29, 2023. This report is an extension of ALPHA Report No. W222721 dated October 31, 2022 containing geotechnical recommendations for residential foundations. 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 the Bloomfield Homes, L.P. (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. ALHA Report No. W222721-1 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(in) placed 6 71/2 10 on lime stabilized subgrade soil 28-day Concrete Compressive 3,600 3,600 3,600 Strength (psi) Subgrade Treatment (Lime or Cement) 6 inches Lime 8 inches Lime 8 inches Lime Application Rate (lbs per sq yd) 30 36 36 Reinforcing Bar No. 3 3 4 Reinforcing Bar Spacing (in) 18 18 18 Further 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 52 test borings to depths of about 15 ft to 20 ft. The test borings were performed in general accordance with ASTM D 420 using standard rotary drilling equipment. The approximate location of each test 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: PJ ALHA Report No. W222721-1 • Moisture Content (ASTM D 2216) • 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) Individual test results are presented on the attached Log of Boring or summary data sheets. GENERAL SUBSURFACE CONDITIONS #X Based on geological maps available from the Bureau of Economic Geology, published by The University of Texas at Austin, the site lies within the undivided Grayson Marl and Main Street Limestone formation mapped as undivided. This formation generally consist of limestone and marl (limey shale) with residual overburden soils characterized by moderate to high shrink -swell potential. Subsurface conditions encountered in most of the borings generally consisted of clay to depths of about 2 ft to 8 ft below the ground surface underlain by limestone to the 15 ft to 20 ft termination depths of the borings. Subsurface conditions encountered in Borings 5, 15, 21, 30, 32, 35, 41, 44 and 48 generally consisted of sandy clay and clay to depths of about 2 ft to 6 ft below the ground surface underlain by limestone to the 15 ft to 20 ft termination depths of the borings. More detailed stratigraphic information is presented on the attached Log of Boring sheets. Most of material encountered in the borings are considered relatively impermeable and are anticipated to have a relatively slow response to water movement. Therefore, several days of observation would be required to evaluate actual groundwater levels within the depths explored. Also, the groundwater level at the subject site is anticipated to fluctuate seasonally depending on the amount of rainfall, prevailing weather conditions, and subsurface drainage characteristics. During our field exploration, free groundwater was not encountered in the borings. However, it is common to encounter seasonal groundwater from natural fractures within the clayey matrix, at the soil/rock (limestone) interface and from fractures within the rock, particularly during or after periods of precipitation. If more detailed groundwater information is required, monitoring wells or piezometers can be installed. Further details concerning subsurface materials and conditions encountered can be obtained from the attached Log of Boring sheets. 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. W222721-1 #tx Pavement Suberade Preparation Based on review of the borings and grading plans prepared by GM Civil Engineering and Surveying (Job No. 10805, Sheets 57 through 61, dated July 21, 2022), we expect the pavement subgrade could consist of clay or similar onsite materials used for grading the site. In addition, the pavement subgrade could also consist of limestone in some areas depending on the given location along the alignment and grading requirements. 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 and 36 lbs per sq yard of hydrated lime (by dry soil weight) in conformance with TxDOT Standard Specifications Item 260. The application rate for Residential Urban streets is the minimum required by the City of Fort Worth. The application rate for Collector/Arterial streets equates to about 6 percent lime based on a dry unit soil 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. 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. 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 more than 7 inches as discussed in the referenced foundation report (ALPHA Report No. W222721). California Bearing Ratio (CBR) tests were not performed for this specific project. However, based on our experience in the area and similar conditions, the CBR value for the natural clay soil is estimated to be about 2 to 3. 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. W222721-1 • 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 #X *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 71/2-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. 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 4.5 ::L 1.5 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 5 ALHA Report No. W222721-1 #X 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 six (6) 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, Material Type Soluble Sulfate, No. No. ft m /K m g g Epp ) 1 2 2-4 Dark Brown and Brown CLAY 62 2 8 0-2 Brown CLAY 50 3 19 0-2 Dark Brown and Brown CLAY 64 4 31 2-4 Brown CLAY 79 5 35 0-2 Brown SANDY CLAY 58 6 52 0-2 Brown CLAY 65 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. W222721-1 Site Preparation and Grading Limestone was encountered within 4 ft of the ground surface in several of the borings and could be encountered during general excavation and grading 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 horizontal to one vertical (6:1), the fill materials should be benched into the existing slopes in such a manner as to provide a minimum bench width of five (5) ft. This should provide a good contact between the existing soils and new fill materials, reduce potential sliding planes, and allow relatively horizontal lift placements. Even if fill is properly compacted as recommended in 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) 7 ALHA Report No. W222721-1 #X 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 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 clayey 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. Clayey 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. Clayey 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. Clayey materials used as fill should be processed and the largest particle or clod should be less than 6 inches prior to compaction. Processed limestone used as fill should be compacted to at least 95 percent of standard Proctor maximum dry density. The compacted moisture content of the processed limestone is not considered crucial to proper performance. However, if the material's moisture content during placement is within 3 percentage points of optimum, the compactive effort required to achieve the minimum compaction criteria may be minimized. Individual rock pieces larger than 6 inches in dimension should not be used as fill. However, if rock fill is utilized within 3 ft below the bottom of floor slabs, the maximum allowable size of individual rock pieces should be reduced to 3 inches. Processed limestone used as fill should incorporate sufficient fines to prevent the presence of voids around larger diameter rock pieces. A gradation of at least 40 percent passing a standard No. 4 sieve is recommended. Where mass fills are deeper than 10 ft, the 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. W222721-1 #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 horizontal 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 backfilled. Even if fill is properly compacted, fills in excess of about 10 ft are still subject to settlements over time of up to about I 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 seepage could be encountered from the subsurface stratigraphy 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. W222721-1 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 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 party other than the Client (and their designated design representatives) shall use or rely upon this report in any manner whatsoever unless such party shall have obtained ALPHA's written acceptance of such intended use. Any such third party using this report after obtaining ALPHA's written acceptance shall be bound by the limitations and limitations of liability contained herein, including ALPHA's liability being limited to the fee paid to it for this report. Recommendations presented in this report should not be used for design of any other structures except those specifically described in this report. In all areas of this report in which ALPHA may provide additional services if requested to do so in writing, it is presumed that such requests have not been made if not evidenced by a written document accepted by ALPHA. Further, subsurface conditions can change with passage of time. Recommendations contained herein are not considered applicable for an extended period of time after the completion date of this report. It is recommended our office be contacted for a review of the contents of this report for construction commencing more than one (1) year after completion of this report. Non-compliance with any of these requirements by the Client or anyone else shall release ALPHA from any liability resulting from the use of, or reliance upon, this report. Recommendations provided in this report are based on our understanding of information provided by the Client about characteristics of the project. If the Client notes any deviation from the facts about project characteristics, our office should be contacted immediately since this may materially alter the recommendations. Further, ALPHA is not responsible for damages resulting from workmanship of designers or contractors 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. W222721-1 CLOSING All recommendations in the referenced geotechnical report remain unchanged unless specifically modified herein. We appreciate the opportunity to be of service. Please contact us with any questions or comments. Sincerely, ALPHA TESTING, LLC August 30, 2023 Karina Cohuo Geotechnical Project Manager KCBJH/nl Copies: (I-PDF) Client Brian J. Hoyt, P.E. Regional Manager Attachments: Boring Location Plan — Figure 1 Mechanical Lime Series — Figure 2 WinPAS Analysis Results Log of Borings (Borings 1 through 52) Key to Soil Symbols and Classifications 11 B-1 - I B-2 '-- I. B-3 - B 4 B-5 B-6 1-72- -' B-7 0 , - A.,.� �.. - --- i B3 n ' - B-15 -'"Z B-16 B-9 IF� B-1-- B-11 - B-12' B-14=I m ALIA B- 1 / ��$C B- 1 8 ` -� � 3.- ar B-19,�"1 _ . B-20 r B-21 , B-22- --" B �23- - — - - B. 24 i ter- _ -- - Aft 'Ah I rY1. `•B 26� B-27 B-28 B-29 B-30 B-31 B-32 B-3 AUe-n it — 1 R R it _ �� FqYYF+ ��r � I 1- � sn �I � -� '-:� - — �+�,r, I ra- 1, B-35 ' IIAI B-36, A'JAV B-37k 4 A B-38i A A B-39k ,� , B.40 �� B-411, isIB-4 I a .■JI � �p1 Y I WY A yam yN� ,fIY �i0 fig A � ��i 4u'� s- �- � •-IA A 7 ���,MY�eiI �� ■4 F�`YkdfL B-48 B-44 �Y. . — B-45- - B-46�s ► - — B-4 /� . - B-49— B-50 ' . B -51- - — Am _ _ _ _ I w Rim,M l f M— I w T {{.� —1�r[iM------- ------------J-r--Y�^=--- PAVEMENT RECOMMENDATIONS DEER CREEK MEADOWS - PHASE 8 OFF NORTH CROWLEY ROAD FORT WORTH, TEXAS ALPHA PROJECT NO. W222721-1 A 'k L F N A # TE 3 T I N 0 INHERE IT ALL BEGINS FIGURE 1 #YaFJrLM4i1 W Y1YL'IG41i "earr[- APPROXIMATE BORING LOCATION BORING LOCATION PLAN ALPHA /TESTING WHERE IT ALL BEGINS Geotechnical • Construction Materials • Environmental • TBPE Firm No. 813 REPORT OF MECHANICAL LIME SERIES RESULTS Project No: W222721-A % Lime 0% 4% PI 37 19 70 65 60 55 50 45 Date: 08/29/23 6% 8% 10% 14 11 7 — 40 d 35 .\ 30 \ 25 \ 20 \ 15\. 10 5 X 0% 1% 2% 3% 4% 5% 6% 7% 8% 9% 10% 11% 12% 13% 14% 15% Percent Dry Weight of Lime FIGURE 2 Win PAS 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 Design ESALs 930,000 Mod. Subgrade Reaction, k Reliability 85.00 percent Drainage Coefficient, Cd Overall Deviation 0.39 Initial Serviceability Modulus of Rupture 620 psi Terminal Serviceability Modulus of Elasticity 4,000,000 psi Modulus of Subqrade 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 3.00 280 psi/in 1.00 4.50 2.00 Thursday, April 23, 2015 1:12:04PM Engineer: Win PAS 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 Design ESALs 3,000,000 Mod. Subgrade Reaction, k Reliability 85.00 percent Drainage Coefficient, Cd Overall Deviation 0.39 Initial Serviceability Modulus of Rupture 620 psi Terminal Serviceability Modulus of Elasticity 4,000,000 psi Modulus of Subqrade 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 3.00 280 psi/in 1.00 4.50 2.25 Thursday, April 23, 2015 1:11:04PM Engineer: Win PAS 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 Design ESALs 13,000,000 Mod. Subgrade Reaction, k Reliability 85.00 percent Drainage Coefficient, Cd Overall Deviation 0.39 Initial Serviceability Modulus of Rupture 620 psi Terminal Serviceability Modulus of Elasticity 4,000,000 psi Modulus of Subqrade 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 3.00 280 psi/in 1.00 4.50 2.50 Thursday, April 23, 2015 1:09:59PM Engineer: ALPHA /TESTING WHERE IT ALL BEGINS Client: Bloomfield homes, L.P. Project: Deer Creek Meadows - Ph Start Date: 10/6/2022 End Date: Drilling Method: CONTINUOUS FLIGHT AU GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers 5 10 15 TEST BORING TERMINATED AT 15 FT 20 5058 Brush Creek Rd. BORING NO.: 1 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222721 www.alphatesting.com Location: Crowley, Texas ase 8 Surface Elevation: 10/6/2022 West: GER North: Hammer Drop (Ibs / in): 170 / 24 d oS E a)t _ x o 0t6 c' E E c o N� E 3 Y 6L N w C J J y a o� oz 000 c a� p�� cn X c ca ° .E m a_ T Ha- Z a 4.5+ 17 65 20 45 2.0 X 46 7 X 102( 8 100/ 0.75" 100/ 9 0.50" 100/ 15.0 , 0.25" ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 2 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222721 www.alphatesting.com Bloomfield homes, L.P. Location: Crowley, Texas Deer Creek Meadows - Phase 8 Surface Elevation: 10/6/2022 End Date: 10/6/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Dark Brown and Brown CLAY with limestone fragments Brown and Tan CLAY with limestone fragments Tan CLAY with limestone fragments 5 Tan LIMESTONE with clay seams and layers _10 _15_ Gray LIMESTONE with shale seams 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 170 / 24 o.S d E a)t _ x o E E o >� NC 3 Y E 6Lc N�)a OC Jo� oW oo .Soza a 3 (n � o Z Jax� �a a- � a 2.0 X11 17 47 18 29 4.0 X32 9 50/ 10 6.0 X 6„ 100/ 0.75" 100/ 0.25" 100/ 0.50" 18.0 100/ 20.0 0.001, ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 3 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222721 www.alphatesting.com Bloomfield homes, L.P. Location: Crowley, Texas Deer Creek Meadows - Phase 8 Surface Elevation: 10/5/2022 End Date: 10/5/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown CLAY /� Tan CLAY with calcareous deposits and limestone —,//� fragments Tan LIMESTONE with clay seams and layers 5 10 1 15 TEST BORING TERMINATED AT 15 FT 20 Hammer Drop (Ibs / in): 170 / 24 o.S d E a)t _ x o E E o �' N� > 3 �' o Y E f 6L �' a� N m w o C O J o J y a ow oz ao o .S c a� p�� U n .5 3 (n � x o O Z � cd J a �a a- 3 a X15 18 53 18 35 2.0 X32 7 39 16 23 4.0 100/ 1.75" 100/ 0.50" 100/ 0.25" 15.0 L0.001, 100/ 100/ ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 4 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222721 www.alphatesting.com Bloomfield homes, L.P. Location: Crowley, Texas Deer Creek Meadows - Phase 8 Surface Elevation: 10/5/2022 End Date: 10/5/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown CLAY with limestone fragments Brown and Tan CLAY with limestone fragments Tan LIMESTONE with clay seams and layers 5 10 _15 Gray LIMESTONE with shale seams 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 170 / 24 o.S d E a)t o E _ E x NC 3 Y 6Lc N�)a Jo� o >� o E oo .Soza a OC 3 o Jax� (n � �a Z a a- 2.0 X13 17 4.0 X34 14 59 20 39 100/ 0.50" 100/ 0.25" 100/ 0.25" 100/ 0.00" 18.0 100/ 20.0 0.001, ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 5Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222721 www.alphatesting.com Bloomfield homes, L.P. Location: Crowley, Texas Deer Creek Meadows - Phase 8 Surface Elevation: 10/4/2022 End Date: 10/4/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown SANDY CLAY with limestone fragments and calcareous deposits at2'to4' Tan LIMESTONE with clay seams and layers 5 10 15 TEST BORING TERMINATED AT 15 FT 20 Hammer Drop (Ibs / in): 170 / 24 o.S d E a)t _ x > `o C) o E E o N� >a E�N OC Jo� a oW oo .Soza 3 (n ') a o a Z Jax� �a a- a X13 67 14 65 19 46 X22 18 4.0 100/ 1.75" 100/ 0.75" 100/ 0.25" 100/ 15.0 , 0.001, ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 6 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222721 www.alphatesting.com Bloomfield homes, L.P. Location: Crowley, Texas Deer Creek Meadows - Phase 8 Surface Elevation: 10/4/2022 End Date: 10/4/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION jBrown CLAY Hammer Drop (Ibs / in): 170 / 24 o.S d E a)t _ x o E E o >� NC 3 Y E 6Lc N� OC Jo� a o W oo .Sozao o 3 (n � Z J ax� �a a- � a 16 20 _ 2.0X Light Brown and Tan CLAY with limestone fragments and calcareous deposits 27 12 54 17 37 4.0X Tan LIMESTONE with clay seams and layers 12" — , 100/ — , 0.25" 00/ — 10 , 0.0000" 00/ — 15 , 0.50.50" 100/ 20 20.0 , 0.001, TEST BORING TERMINATED AT 20 FT ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 7 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222721 www.alphatesting.com Bloomfield homes, L.P. Location: Crowley, Texas Deer Creek Meadows - Phase 8 Surface Elevation: 10/4/2022 End Date: 10/4/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown CLAY with limestone fragments and calcareous deposits at2'to4' Brown and Tan CLAY with calcareous deposits 5 and limestone fragments Tan LIMESTONE with clay seams and layers 10 15 TEST BORING TERMINATED AT 15 FT 20 Hammer Drop (Ibs / in): 170 / 24 o.S d E a)t _ x o E E o N� >a E�N OC Jo� a oW oo .Soza 3 (n � o a Z Jax� �a a- � a X 16 15 4.0 X21 17 6.0 X36 12 53 17 36 100/ 0.50" 100/ 0.00" 100/ 15.0 , 0.001, ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 8 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222721 www.alphatesting.com Bloomfield homes, L.P. Location: Crowley, Texas Deer Creek Meadows - Phase 8 Surface Elevation: 10/3/2022 End Date: 10/3/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION jBrown CLAY Brown and Tan CLAY with limestone fragments _5� j Tan LIMESTONE with clay seams and layers 10 15 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 170 / 24 o.S d E a)t _ x o E E o >� w � cOC 100/ 20.0 , 0.001, ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 9 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222721 www.alphatesting.com Bloomfield homes, L.P. Location: Crowley, Texas Deer Creek Meadows - Phase 8 Surface Elevation: 10/6/2022 End Date: 10/6/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown CLAY with limestone fragments Brown and Tan CLAY with limestone fragments Tan LIMESTONE with clay seams and layers 5 10 15 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 170 / 24 o.S d E a)t _ x o E E o >� NC 3 Y E 6Lc N�)a OC Jo� oW oo .Soza a 3 (n � o Z Jax� �a a- � a 2.0 21 14 64 21 43 4.0 X36 10 53 19 34 100/ 1" 100/ 0.50" 100/ 0.25" 100/ 0.00" 100/ 20.0 , 0.001, ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 10 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222721 www.alphatesting.com Bloomfield homes, L.P. Location: Crowley, Texas Deer Creek Meadows - Phase 8 Surface Elevation: 10/6/2022 End Date: 10/6/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION j Dark Brown and Brown CLAY with limestone fragments Tan CLAY with limestone fragments and calcareous —/ deposits _5� j Tan WEATHERED LIMESTONE with clay seams Tan LIMESTONE with clay seams and layers _10 15 TEST BORING TERMINATED AT 15 FT 20 Hammer Drop (Ibs / in): 170 / 24 o.S d E a)t _ x o E E o �' N� > 3 �' o Y E f 6L �' a� N m w o C O J o J y a ow oz ao o .S c a� p�� U n .5 3 (n � x o O Z � cd J a �a a- a 10 19 59 19 40 2.0 X 25 8 6.0 X48 11 33 14 19 00/ 12" 8.0 100/ 0.25" 100/ 15.0 , 0.25" ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 11 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222721 www.alphatesting.com Bloomfield homes, L.P. Location: Crowley, Texas Deer Creek Meadows - Phase 8 Surface Elevation: 10/5/2022 End Date: 10/5/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY Brown and Tan CLAY with limestone fragments and calcareous deposits Tan CLAY with limestone fragments and calcareous 5 � deposits Tan LIMESTONE with clay seams and layers 10 _15_ Gray LIMESTONE with shale seams 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 170 / 24 o.S d E a)t _ x o E E o >� NC E N� w Jo� J y5oza a ow oo .S � cOC 100/ 0.00" 18.0 100/ 20.0 0.001, ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 12 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222721 www.alphatesting.com Bloomfield homes, L.P. Location: Crowley, Texas Deer Creek Meadows - Phase 8 Surface Elevation: 10/5/2022 End Date: 10/5/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION j Dark Brown and Brown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers 5 10 15 TEST BORING TERMINATED AT 15 FT 20 Hammer Drop (Ibs / in): 170 / 24 o.S d E o t o E _ E x N� Jo� o a >a o E�N oo .Soza OC 3 (n � o Z Jax� �a a- a 2.0 16 21 63 21 42 100/ 1" 12 100/ 1" 100/ 0.50" 100/ 0.25" 100/ 15.0 , 0.001, ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 13 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222721 www.alphatesting.com Bloomfield homes, L.P. Location: Crowley, Texas Deer Creek Meadows - Phase 8 Surface Elevation: 10/4/2022 End Date: 10/4/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown CLAY with limestone fragments at 2' to 4' Tan CLAY with limestone fragments and calcareous 5 � deposits Tan LIMESTONE with clay seams and layers 10 _15 20_ TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 170 / 24 o.S d E a)t _ x o E E o >� NC E N� w Jo� J y5oza a ow oo .S 3 (n � O oZ C cOC Jax a- aa X 100/ 0.25" 100/ 20.0 , 0.001, ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 14 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222721 www.alphatesting.com Bloomfield homes, L.P. Location: Crowley, Texas Deer Creek Meadows - Phase 8 Surface Elevation: 10/4/2022 End Date: 10/4/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Brown CLAY with limestone fragments at 2' to 4' j Tan LIMESTONE with clay seams and layers 5 _10 15 TEST BORING TERMINATED AT 15 FT 20 Hammer Drop (Ibs / in): 170 / 24 o.S d E a)t _ x o E E o N� > E�N w Jo� J y5oza a ow oo .S 3 (n � O oZ C cOC Jax a- aa X 100/ 15.0 L 1.2 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 155 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222721 www.alphatesting.com Bloomfield homes, L.P. Location: Crowley, Texas Deer Creek Meadows - Phase 8 Surface Elevation: 10/4/2022 End Date: 10/4/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION r Brown SANDY CLAY with limestone fragments at 2' to 4' Tan LIMESTONE with clay seams and layers 5 _10 _15 Gray LIMESTONE with shale seams 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 170 / 24 o.S d E a)t _ x o E E o >� NC 3 Y E 6Lc N�)a OC Jo� oW oo .Soza a 3 (n � o Z Jax �a a- a X 17 19 4.0 X 50/ 0.50" 66 15 66 20 46 100/ 0.25" 100/ 0.50" 100/ 0.25" 100/ 0.00" 18.0 100/ 20.0 0.00" ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 16 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222721 www.alphatesting.com Bloomfield homes, L.P. Location: Crowley, Texas Deer Creek Meadows - Phase 8 Surface Elevation: 10/3/2022 End Date: 10/3/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers 5 10 15 TEST BORING TERMINATED AT 15 FT 20 4.0 Hammer Drop (Ibs / in): 170 / 24 o.S d E a)t _ x o E E o N� >a E�N OC Jo� J y a oW oo .Soza pw� Z �a a- a 1 4.5+ 19 100/ 0.50" 100/ 0.00" 100/ 0.25" 100/ 15.0 , 0.001, 4.5+ 21 78 25 53 6.8 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 17 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222721 www.alphatesting.com Bloomfield homes, L.P. Location: Crowley, Texas Deer Creek Meadows - Phase 8 Surface Elevation: 10/6/2022 End Date: 10/6/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown CLAY with limestone fragments Tan CLAY with limestone fragments 5 Tan LIMESTONE with clay seams and layers 10 15 TEST BORING TERMINATED AT 15 FT 20 Hammer Drop (Ibs / in): 170 / 24 o.S d E a)t _ x o E E o N� >a E�N OC Jo� a oW oo .Soza 3 (n � o Z Jax� �a a- � a X 14 17 4.0 X35 17 55 17 38 50/ 15 6.0 X 3„ 100/ 0.50" 100/ 0.50" 15.0 L0.001, 100/ 100/ ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 18 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222721 www.alphatesting.com Bloomfield homes, L.P. Location: Crowley, Texas Deer Creek Meadows - Phase 8 Surface Elevation: 10/6/2022 End Date: 10/6/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION j Dark Brown and Brown CLAY with limestone fragments Brown and Tan CLAY with limestone fragments Tan LIMESTONE with clay seams and layers 5 10 _15 Gray LIMESTONE with shale seams 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 170 / 24 o.S d E a)t o E _ E x NC 3 Y 6Lc N�)a Jo� o >� o E oo .Soza a OC 3 o Jax� (n � �a Z a a- 2.0 16 14 68 22 46 X 50/ 4„ 8 4.0 100/ 1.50" 100/ 1.25" 100/ 0.75" 100/ 0.50" 18.0 100/ 20.0 0.25" ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 19 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222721 www.alphatesting.com Bloomfield homes, L.P. Location: Crowley, Texas Deer Creek Meadows - Phase 8 Surface Elevation: 10/5/2022 End Date: 10/5/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION jDark Brown and Brown CLAY Brown CLAY with limestone fragments Brown and Tan CLAY with limestone fragments 5 and calcareous deposits Tan LIMESTONE with clay seams and layers 10 15 TEST BORING TERMINATED AT 15 FT 20 Hammer Drop (Ibs / in): 170 / 24 o.S d E a)t _ x o E E o �' N� > 3 �' o Y E f 6L �' a� N m w o C O J o J y a ow oz ao o .S c a� p�� U n .5 3 (n � x o O Z � cd J a �a a- a 9 17 2.0 4.0 X29 9 60 19 41 50/ 11 25 14 11 6.0 X 6„ 100/ 0.50" 100/ 0.00" 15.0 L0.001, 100/ 100/ ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 20 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222721 www.alphatesting.com Bloomfield homes, L.P. Location: Crowley, Texas Deer Creek Meadows - Phase 8 Surface Elevation: 10/5/2022 End Date: 10/5/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown CLAY with limestone fragments Brown and Tan CLAY with limestone fragments — jand calcareous deposits Tan LIMESTONE with clay seams and layers 5 10 1 _15 Gray LIMESTONE with shale seams 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 170 / 24 o.S d E a)t o E _ E x NC N� w Jo� J o a >� ow E oo .S 3 O Jax (n � a- Z C cOCd ay5oza 2.0 X12 19 4.0 X35 15 39 17 22 100/ 1.25" 100/ 0.50" 100/ 0.25" 100/ 0.25" 18.0 100/ 20.0 66 0.001, ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 21 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222721 www.alphatesting.com Bloomfield homes, L.P. Location: Crowley, Texas Deer Creek Meadows - Phase 8 Surface Elevation: 10/4/2022 End Date: 10/4/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION j Brown SANDY CLAY with limestone fragments and calcareous deposits Tan LIMESTONE with clay seams and layers 5 10 15 TEST BORING TERMINATED AT 15 FT 20 Hammer Drop (Ibs / in): 170 / 24 o.S d E o t _ x o E E o N� >a E�N OC Jo� J y a o oo .Soza pw� Z �a a- a 2.0 50/ 5„ 56 12 61 18 43 100/ 1" 100/ 0.25" 100/ 0.50" 100/ 0.00" 100/ 15.0 , 0.001, ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 22 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222721 www.alphatesting.com Bloomfield homes, L.P. Location: Crowley, Texas Deer Creek Meadows - Phase 8 Surface Elevation: 10/4/2022 End Date: 10/4/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION r Brown CLAY with limestone fragments at 2' to 4' Tan LIMESTONE with clay seams and layers 5 _10 15 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 170 / 24 o.S d E a)t o E _ E x NC 3 Y 6Lc N�)a Jo� o >� o E oo .Soza a OC 3 (n � o Z Jax �a a- a X 13 16 4.0 X 50/ 3" 20 63 21 42 100/ 0.50" 100/ 0.00" 100/ 0.25" 100/ 0.00" 100/ 20.0 , 0.001, ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 23 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222721 www.alphatesting.com Bloomfield homes, L.P. Location: Crowley, Texas Deer Creek Meadows - Phase 8 Surface Elevation: 10/4/2022 End Date: 10/4/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION r Brown CLAY with limestone fragments at 2' to 4' Tan LIMESTONE with clay seams and layers 5 _10 15 TEST BORING TERMINATED AT 15 FT 20 Hammer Drop (Ibs / in): 170 / 24 o.S d E a)t o E _ E x N� Jo� o a >a o E�N oo .Soza OC 3 (n � o Z Jax� �a a- a X 10 15 4.0 X 50/ 2 19 68 15 53 100/ 0.25" 100/ 0.00" 100/ 0.25" 15.0 L0.001, 100/ 100/ ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 24 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222721 www.alphatesting.com Bloomfield homes, L.P. Location: Crowley, Texas Deer Creek Meadows - Phase 8 Surface Elevation: 10/3/2022 End Date: 10/3/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jDark Brown CLAY Brown CLAY with limestone fragments 5 Tan LIMESTONE with clay seams and layers 10 _15 Gray LIMESTONE with shale seams 20_ TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 170 / 24 o.S d E a)t _ x o E E o >� NC 3 Y E 6Lc N�)a OC Jo� oW oo .Soza a 3 (n � o Z Jax� �a a- � a X 11 18 4.0 X19 24 78 24 54 X 39 17 50/ 21 8.0 X 2" 100/ 0.50" 100/ 0.00" 18.0 100/ 20.0 66 0.001, ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 25 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222721 www.alphatesting.com Bloomfield homes, L.P. Location: Crowley, Texas Deer Creek Meadows - Phase 8 Surface Elevation: 10/3/2022 End Date: 10/3/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jDark Brown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers 5 10 15 TEST BORING TERMINATED AT 15 FT 20 Hammer Drop (Ibs / in): 170 / 24 o.S d E o t o E _ E x N� Jo� o a >a o E�N oo .Soza OC 3 o Jax� (n � �a Z a a- 16 20 72 23 49 2.0 100/ 0.75" 100/ 0.00" 100/ 0.00" 100/ 0.25" 100/ 15.0 , 0.25" ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 26 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222721 www.alphatesting.com Bloomfield homes, L.P. Location: Crowley, Texas Deer Creek Meadows - Phase 8 Surface Elevation: 10/6/2022 End Date: 10/6/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown CLAY with limestone fragments Brown and Tan CLAY with gravels and limestone fragments Tan LIMESTONE with clay seams and layers 5 10 15 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 170 / 24 o.S d E a)t _ x o E E o >� NC 3 Y E 6Lc N�)a OC Jo� oW oo .Soza a 3 (n � o Z Jax� �a a- � a 2.0 X18 14 60 19 41 4.0 X29 17 100/ 0.50" 100/ 0.00" 100/ 1" 100/ 0.00" 100/ 20.0 , 0.001, ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 27 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222721 www.alphatesting.com Bloomfield homes, L.P. Location: Crowley, Texas Deer Creek Meadows - Phase 8 Surface Elevation: 10/6/2022 End Date: 10/6/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jDark Brown CLAY Brown and Tan CLAY with limestone fragments and calcareous deposits Tan LIMESTONE with clay seams and layers 5 10 15 TEST BORING TERMINATED AT 15 FT 20 Hammer Drop (Ibs / in): 170 / 24 o.S d E a)t _ x o E E o N� >a E�N OC Jo� a o oo .Soza 3 (n � o Z Jax� �a a- a 14 21 60 20 40 2.0 X24 11 51 18 33 4.0 100/ 0.50" 100/ 0.00" 100/ 0.25" 100/ 15.0 , 0.001, ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 28 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222721 www.alphatesting.com Bloomfield homes, L.P. Location: Crowley, Texas Deer Creek Meadows - Phase 8 Surface Elevation: 10/5/2022 End Date: 10/5/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION jBrown CLAY with limestone fragments Brown and Tan CLAY with limestone fragments jand calcareous deposits _5� j Tan LIMESTONE with clay seams and layers _10 _15_ Gray LIMESTONE with shale seams 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 170 / 24 o.S d E a)t _ x o E E o >� w � cOC 100/ 0.00" 18.0 100/ 20.0 66 0.25" ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 29 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222721 www.alphatesting.com Bloomfield homes, L.P. Location: Crowley, Texas Deer Creek Meadows - Phase 8 Surface Elevation: 10/5/2022 End Date: 10/5/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown CLAY Tan LIMESTONE with clay seams and layers 5 10 15 TEST BORING TERMINATED AT 15 FT 20 Hammer Drop (Ibs / in): 170 / 24 o.S d E a)t o E _ E x N� Jo� o a >a o E�N oo .Soza OC 3 (n � o Z Jax� �a a- a 2.0 11 17 59 19 40 100/ 1" 100/ 0.25" 100/ 0.00" 100/ 0.00" 100/ 15.0 , 0.001, ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 30 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222721 www.alphatesting.com Bloomfield homes, L.P. Location: Crowley, Texas Deer Creek Meadows - Phase 8 Surface Elevation: 10/5/2022 End Date: 10/5/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION jDark Brown SANDY CLAY with limestone fragments Tan LIMESTONE with clay seams and layers 5 10 _15 Gray LIMESTONE with shale seams _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 170 / 24 o.S d E o t o E _ E x NC 3 Y 6Lc N�)a Jo� o >� o E oo .Soza a OC 3 o Jax� (n � �a Z a a- 14 61 15 64 21 43 2.0 100/ 0.75" 100/ 0.50" 100/ 0.50" 100/ 0.25" 100/ 0.00" 18.0 100/ 20.0 0.001, ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 31 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222721 www.alphatesting.com Bloomfield homes, L.P. Location: Crowley, Texas Deer Creek Meadows - Phase 8 Surface Elevation: 10/4/2022 End Date: 10/4/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers 5 10 15 TEST BORING TERMINATED AT 15 FT 20 Hammer Drop (Ibs / in): 170 / 24 o.S d E a)t o E _ E x N� Jo� o a >a o E�N oo .Soza OC 3 o Jax� (n � �a Z a a- 2.0 19 22 77 25 52 100/ 1" 100/ 0.50" 100/ 0.25" 100/ 0.25" 100/ 15.0 , 0.001, ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 32 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222721 www.alphatesting.com Bloomfield homes, L.P. Location: Crowley, Texas Deer Creek Meadows - Phase 8 Surface Elevation: 10/4/2022 End Date: 10/4/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION jBrown SANDY CLAY with limestone fragments Tan LIMESTONE with clay seams and layers 5 10 _15 Gray LIMESTONE with shale seams _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 170 / 24 o.S d E a)t _ x o E E o >� NC 3 Y E 6Lc N�)a OC Jo� o oo .Soza a 3 (n � o Z Jax� �a a- a 2.0 X 50/ 6" 73 23 77 24 53 100/ 0.75" 100/ 0.50" 100/ 0.00" 100/ 0.00" 100/ 0.00" 18.0 100/ 20.0 0.001, ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 33 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222721 www.alphatesting.com Bloomfield homes, L.P. Location: Crowley, Texas Deer Creek Meadows - Phase 8 Surface Elevation: 10/3/2022 End Date: 10/3/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jDark Brown CLAY Tan LIMESTONE with clay seams and layers 5 10 15 TEST BORING TERMINATED AT 15 FT 20 Hammer Drop (Ibs / in): 170 / 24 o.S d E o t o E _ E x N� Jo� o a >a o E�N oo .Soza OC 3 o Jax� (n � �a Z a a- 2.0 15 20 75 24 51 100/ 0.50" 100/ 0.00" 100/ 0.50" 100/ 0.00" 100/ 15.0 , 0.25" ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 34 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222721 www.alphatesting.com Bloomfield homes, L.P. Location: Crowley, Texas Deer Creek Meadows - Phase 8 Surface Elevation: 10/3/2022 End Date: 10/3/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jDark Brown CLAY Brown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers 5 _10 _15 Gray LIMESTONE with shale seams 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 170 / 24 o.S d E a)t o E _ E x NC 3 Y 6Lc N�)a Jo� o >� o E oo .Soza a OC 3 (n � o Z Jax� �a a- a 2.0 ll 23 70 23 47 X 50/ 4„ 15 4.0 100/ 0.50" 100/ 0.25" 100/ 0.00" 100/ 0.00" 18.0 100/ 20.0 66 0.25" ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 35 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222721 www.alphatesting.com Bloomfield homes, L.P. Location: Crowley, Texas Deer Creek Meadows - Phase 8 Surface Elevation: 10/6/2022 End Date: 10/6/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown SANDY CLAY Tan LIMESTONE with clay seams and layers 5 10 15 TEST BORING TERMINATED AT 15 FT 20 Hammer Drop (Ibs / in): 170 / 24 o.S d E a)t o E _ E x N� Jo� o a >a o E�N oo .Soza OC 3 o Jax� (n � �a Z a a- 2.0 7 52 10 57 19 38 100/ 0.75" 100/ 0.50" 100/ 0.25" 100/ 0.25" 100/ 15.0 , 0.001, ALPHA /TESTING WHERE IT ALL BEGINS 5058 Brush Creek Rd. BORING NO.: 36 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222721 www.alphatesting.com Client: Bloomfield homes, L.P. Project: Deer Creek Meadows - Phase 8 Start Date: 10/6/2022 End Date: 10 Drilling Method: CONTINUOUS FLIGHT AUGER 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION j Brown CLAY with limestone fragments and calcareous deposits Brown and Tan CLAY with limestone fragments — jand calcareous deposits Tan LIMESTONE with clay seams and layers 5 10 _15 Gray LIMESTONE with shale seams 20 TEST BORING TERMINATED AT 20 FT /6/2022 Location: Crowley, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 oS d E a)t _ x o E E o >� NC 3 Y E 6L N� w OC JJo� J y5oza a ow oo .S 3 (n � oca � a_ Tx Ha a- 2.0 100/ 0.25" 18.0 100/ 20.0 0.001, ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 37 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222721 www.alphatesting.com Bloomfield homes, L.P. Location: Crowley, Texas Deer Creek Meadows - Phase 8 Surface Elevation: 10/6/2022 End Date: 10/6/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown CLAY with limestone fragments Brown and Tan CLAY with limestone fragments Tan LIMESTONE with clay seams and layers 5 10 15 TEST BORING TERMINATED AT 15 FT 20 Hammer Drop (Ibs / in): 170 / 24 o.S d E a)t _ x o E E o N� >a E�N OC Jo� a oW oo .Soza 3 (n � o Z Jax� �a a- � a 2.0 21 19 53 18 35 4.0 X32 12 100/ 66 1" 100/ 0.50" 100/ 0.25" 100/ 15.0 , 0.001, ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 38 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222721 www.alphatesting.com Bloomfield homes, L.P. Location: Crowley, Texas Deer Creek Meadows - Phase 8 Surface Elevation: 10/5/2022 End Date: 10/5/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION Brown CLAY with limestone fragments 1 Tan CLAY with limestone fragments and calcareous deposits Tan LIMESTONE with clay seams and layers 5 _10 Gray LIMESTONE with shale seams 15 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 170 / 24 o.S d E a)t o E _ E x o >� NC E N� w Jo� J a ow oo .S 3 (n � O Z C cOCd Jax ay5oza a- 2.0 X16 14 4.0 X 50/ 6" 9 33 15 18 100/ 1" 100/ 0.25" 100/ 1.25" 13.0 100/ 0.00" 100/ 20.0 , 0.001, ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 39 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222721 www.alphatesting.com Bloomfield homes, L.P. Location: Crowley, Texas Deer Creek Meadows - Phase 8 Surface Elevation: 10/5/2022 End Date: 10/5/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jDark Brown CLAY Tan LIMESTONE with clay seams and layers 5 10 15 TEST BORING TERMINATED AT 15 FT 20 Hammer Drop (Ibs / in): 170 / 24 o.S d E o t o E _ E x N� Jo� o a >a o E�N oo .Soza OC 3 o Jax� (n � �a Z a a- 16 20 63 23 40 2.0 100/ 0.50" 100/ 0.25" 100/ 0.25" 100/ 0.00" 100/ 15.0 , 0.001, ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 40 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222721 www.alphatesting.com Bloomfield homes, L.P. Location: Crowley, Texas Deer Creek Meadows - Phase 8 Surface Elevation: 10/4/2022 End Date: 10/4/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers 5 10 _15 Gray LIMESTONE with shale seams _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 170 / 24 o.S d E o t _ x o E E o >� NC 3 Y E 6Lc N�)a OC Jo� o oo .Soza a 3 (n � o Z Jax� �a a- a X 50/ 4„ 20 68 22 46 2.0 100/ 0.75" 100/ 0.50" 100/ 0.00" 100/ 0.50" 100/ 0.00" 18.0 100/ 20.0 0.001, ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 41 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222721 www.alphatesting.com Bloomfield homes, L.P. Location: Crowley, Texas Deer Creek Meadows - Phase 8 Surface Elevation: 10/4/2022 End Date: 10/4/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jDark Brown CLAY Brown SANDY CLAY with limestone fragments Tan LIMESTONE with clay seams and layers 5 10 15 TEST BORING TERMINATED AT 15 FT 20 Hammer Drop (Ibs / in): 170 / 24 o.S d E a)t o E _ E x N� Jo� o a >a o E�N oo .Soza OC 3 (n � o Z Jax� �a a- a 2.0 X13 15 4.0 X 50/ 2 68 12 63 19 44 100/ 0.50" 100/ 0.00" 100/ 0.25" 100/ 15.0 , 0.25" ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 42 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222721 www.alphatesting.com Bloomfield homes, L.P. Location: Crowley, Texas Deer Creek Meadows - Phase 8 Surface Elevation: 10/3/2022 End Date: 10/3/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY Tan LIMESTONE with clay seams and layers 5 10 _15 Gray LIMESTONE with shale seams _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 170 / 24 o.S d E o t o E _ E x NC 3 Y 6Lc N�)a Jo� o >� o E oo .Soza a OC 3 o Jax� (n � �a Z a a- 17 19 66 22 44 2.0 100/ 0.00" 100/ 0.00" 100/ 0.00" 100/ 0.25" 100/ 0.00" 18.0 100/ 20.0 0.25" ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 43 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222721 www.alphatesting.com Bloomfield homes, L.P. Location: Crowley, Texas Deer Creek Meadows - Phase 8 Surface Elevation: 10/3/2022 End Date: 10/3/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jDark Brown CLAY with limestone fragments at 2' to 4' Tan LIMESTONE with clay seams and layers 5 _10 15 TEST BORING TERMINATED AT 15 FT 20 Hammer Drop (Ibs / in): 170 / 24 o.S d E a)t o E _ E x N� Jo� o a >a oW E�N oo .Soza OC 3 (n � o Z Jax �a a- a X 12 29 4.0 X 50/ 0.001, 28 73 24 49 100/ 0.75" 100/ 0.00" 100/ 0.00" 15.0 L 100/ 100/ ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 44 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222721 www.alphatesting.com Bloomfield homes, L.P. Location: Crowley, Texas Deer Creek Meadows - Phase 8 Surface Elevation: 10/6/2022 End Date: 10/6/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION jBrown SANDY CLAY with limestone fragments Brown CLAY with limestone fragments Brown and Tan CLAY with limestone fragments 5 and calcareous deposits Tan LIMESTONE with clay seams and layers 10 _15 20_ TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 170 / 24 o.S d E a)t _ x o E E o �' N� >C1 3 00 Y E �E 6L oar N m� w o C O J o J y a ow oz ao o .S c a� p�� U n .5 3 (n � x o O Z � cd J a �a a- a 8 68 15 54 19 35 2.0 4.0 X20 15 6.0 X43 12 46 18 28 100/ 1" 100/ 0.25" 100/ 0.00" 100/ 20.0 , 0.001, ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 45 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222721 www.alphatesting.com Bloomfield homes, L.P. Location: Crowley, Texas Deer Creek Meadows - Phase 8 Surface Elevation: 10/6/2022 End Date: 10/6/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION j Brown CLAY with calcareous deposits and limestone fragments Tan LIMESTONE with clay seams and layers 5 10 15 TEST BORING TERMINATED AT 15 FT 20 Hammer Drop (Ibs / in): 170 / 24 o.S d E o t o E _ E x N� Jo� o a >a o E�N oo .Soza OC 3 o Jax� (n � �a Z a a- 17 18 64 23 41 2.0 100/ 1.25" 100/ 0.25" 100/ 0.50" 100/ 0.25" 100/ 15.0 , 0.001, ALPHA /TESTING WHERE IT ALL BEGINS 5058 Brush Creek Rd. BORING NO.: 46 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222721 www.alphatesting.com Client: Bloomfield homes, L.P. Project: Deer Creek Meadows - Phase 8 Start Date: 10/6/2022 End Date: 10 Drilling Method: CONTINUOUS FLIGHT AUGER 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION j Brown CLAY with limestone fragments and calcareous deposits Brown and Tan CLAY with limestone fragments j— and calcareous deposits Tan LIMESTONE with clay seams and layers 5 10 Gray LIMESTONE with shale seams 15 20 TEST BORING TERMINATED AT 20 FT /6/2022 Location: Crowley, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 oS d E a)t _ x o E E o >� NC 3 Y E 6L N� w OC JJo� J y5oza a ow oo .S 3 (n � oca � a_ Tx Ha a- 2.0 13.0 100/ 0.00" 100/ 20.0 , 0.001, ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 47 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222721 www.alphatesting.com Bloomfield homes, L.P. Location: Crowley, Texas Deer Creek Meadows - Phase 8 Surface Elevation: 10/5/2022 End Date: 10/5/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION Brown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers 5 10 15 TEST BORING TERMINATED AT 15 FT 20 Hammer Drop (Ibs / in): 170 / 24 o.S d E a)t o E _ E x N� 3 Y 6L N w o C J J o y �' a > ow �' o oz f E ao o �' a� .S c m a� p�� O U o n .5 3 (n � x o O Z � cd J a �a a- a 2.0 10 31 16 15 100/ 1" 7 100/ 0.00" 100/ 1" 100/ 0.50" 100/ 15.0 , 0.001, ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 48 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222721 www.alphatesting.com Bloomfield homes, L.P. Location: Crowley, Texas Deer Creek Meadows - Phase 8 Surface Elevation: 10/5/2022 End Date: 10/5/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE oZAfter Drilling (ft): DRY O 7After Hours (ft): MATERIAL DESCRIPTION jBrown SANDY CLAY Tan LIMESTONE with clay seams and layers 5 10 _15 Gray LIMESTONE with shale seams _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 170 / 24 o.S d E a)t o E _ E x NC 3 Y 6Lc N�)a Jo� o >� oW E oo .Soza a OC 3 o Jax� (n � �a Z a a- 18 59 14 61 21 40 2.0 100/ 0..2525 " 100/ 0.25" 100/ 0.50" 100/ 0.25" 100/ 0.00" 18.0 100/ 20.0 66 0.001, ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 49 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222721 www.alphatesting.com Bloomfield homes, L.P. Location: Crowley, Texas Deer Creek Meadows - Phase 8 Surface Elevation: 10/4/2022 End Date: 10/4/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION r Brown CLAY with limestone fragments at 2' to 4' Tan LIMESTONE with clay seams and layers 5 _10 15 TEST BORING TERMINATED AT 15 FT 20 Hammer Drop (Ibs / in): 170 / 24 o.S d E a)t o E _ E x N� Jo� o a >a o E�N oo .Soza OC 3 o Jax (n � �a Z a a- X 15 19 4.0 X 50/ 4„ 19 56 19 37 0.75" 175 10 100/ 0.25" 100/ 0.00" 15.0 L0.001, 100/ 100/ ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 550 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222721 www.alphatesting.com Bloomfield homes, L.P. Location: Crowley, Texas Deer Creek Meadows - Phase 8 Surface Elevation: 10/4/2022 End Date: 10/4/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers 5 10 _15 _20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 170 / 24 o.S d E a)t o E _ E x NC 3 Y 6Lc N�)a Jo� o >� o E oo .Soza a OC 3 o Jax� (n � �a Z a a- 16 13 68 21 47 2.0 100/ 0.50" 100/ 0.50" 100/ 0.00" 100/ 0.00" 100/ 0.00" 20.0 L0.001, 100/ 100/ ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 51 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222721 www.alphatesting.com Bloomfield homes, L.P. Location: Crowley, Texas Deer Creek Meadows - Phase 8 Surface Elevation: 10/3/2022 End Date: 10/3/2022 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown CLAY Tan LIMESTONE with clay seams and layers 5 10 15 TEST BORING TERMINATED AT 15 FT 20 Hammer Drop (Ibs / in): 170 / 24 o.S d E a)t o E _ E x N� Jo� o a >a oW E�N oo .Soza OC 3 o Jax� (n � �a Z a a- 13 22 69 23 46 2.0 100/ 0.5050" 100/ 0.00" 100/ 0.00" 100/ 0.00" 100/ 15.0 , 0.25" ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 52 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222721 www.alphatesting.com Bloomfield homes, L.P. Location: Crowley, Texas Deer Creek Meadows - Phase 8 Surface Elevation: 10/3/2022 End Date: 10/3/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION jBrown CLAY with limestone fragments Brown and Tan CLAY with limestone fragments Tan LIMESTONE with clay seams and layers 5 10 15 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (Ibs / in): 170 / 24 o.S d E a)t _ x o E E o >� NC 3 Y E 6Lc N�)a OC Jo� o oo .Soza a 3 (n � o Z Jax� �a a- a 4.5+ 21 75 24 51 3.6 2.0 X4.5+ 10 50 17 33 4.0 X 50/ 1" 100/ 0.50" 100/ 0.25" 100/ 0.00" 100/ 20.0 , 0.50" A L P H A #NtTESTING 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 ® (CL), Low Plasticity CLAY LOOSE 5 TO 10 MEDIUM 11 TO 30 (SC), CLAYEY SAND DENSE 31 TO 50 VERY DENSE OVER 50 (SP), Poorly Graded SAND (SW), Well Graded SAND SHEAR STRENGTH OF COHESIVE SOILS (tsfl (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 19 LIMESTONE RELATIVE DEGREE OF PLASTICITY (PI) ® SHALE / MARL 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 (%) W (GM), SILTY GRAVEL m(OL), ORGANIC SILT TRACE 1 TO 10 LITTLE 11 TO 20 SOME 21 TO 35 (OH), ORGANIC CLAY AND 36 TO 50 1mm S 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 ❑ TEXAS CONE PENETRATION MEDIUM SAND FINE SAND 0.4 mm TO 5.0 mm 0.07 mm TO 0.4 mm ❑SILT ROCK CORE (2" ID except where CLAY 0.002 mm TO 0.07 mm LESS THAN 0.002 mm noted otherwise)