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Contract 60706-PM1
FORT WORTH PROJECT MANUAL FOR THE CONSTRUCTION OF MEADOW LAKES PHASE II City Project No. #104081 FID NO.30114-0200431-104081-EO7685 FILE NO. W-2831, IPRC 22-0078 X-27330 CSC No. 60706-PM1 Mattie Parker David Cooke Mayor City Manager Christopher P. Harder, P.E. Director, Water Department Lauren Prieur, P.E. Director, Transportation and Public Works Department Prepared for ELITE DEVELOPMENT AND CONSTRUCTION, LLC. 1521 WAGONWHEEL TRAIL KELLER, TX 76248 TEL. (347) 615-1999 A.N.A. CONSULTANTS, LLC TBPE REGISTERED FIRM NO. F-20 THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY ALEX SRUR, P.E. #127967 ON 11/16/2023 NOVEMBER 2023 ENGINEER SURVEYOR PLANNERS A.N.A. Consultants. L.L.C. 5000 Thompson Terrace Keller, TX 76248 (817) 335-9900 TBPE Registered Firm No. F-20 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX 000010 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 of 5 SECTION 00 0010 TABLE OF CONTENTS DEVELOPER AWARDED PROJECTS Division 00 - General Conditions 00111 Last Revised 03 inn i�0 00211instfuetionsn3 00 41 00 00 42 43 nn�3 Bid FE)fm Proposal Form Unit Price Bid Bond nn/n 4 05/22/2019 nn in4 Prequalification Statement U,-o.,,,. .. n ..,6e 09/01/2015 in 00 45 12 nn� 00 45 26 Bidder- lifi 6ef ppli Contractor Compliance with Workers' Compensation Law 03 0 04/02/2014 00 45 40 Minor-ity uninew E�nte". *Do 'Deal 08i28 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 007200Cendi6ens, Maintenance Bond 01/31/2012 , /,�17 00 73 00 Supplementar-Y Condition Standard City Conditions of the Construction Contract for Developer 0�in�11 01/10/2013 0073 10 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 (ll�o Preconstruction Meeting D-Egger Ti 08/30/2013 01 32 33 eegf .s Preconstruction Video 07I/2 08/30/2013 01 33 00 Submittals 08/30/2013 0135 13 Special Project Procedures 08/30/2013 01 45 23 Testing and Inspection Services 03/20/2020 01 50 00 Temporary Facilities and Controls 07/01/2011 01 55 26 Street Use Permit and Modifications to Traffic Control 07/01/2011 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 02/14/2018 01 74 23 Cleaning 04/07/2014 01 77 19 Closeout Requirements 04/07/2014 01 78 23 Operation and Maintenance Data 04/07/2014 01 78 39 Project Record Documents 04/07/2014 CITY OF FORT WORTH MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #104081 Revised March 20, 2020 000010 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 5 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents. NONE Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's website at: htti)://fortworthtexas.L-ov/tvw/contractors/ or https://apps.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 26 05 10 Dern-,)A --,n for- Eleetf iea4 Systems Q i z 3 1212012012 r 260543 Un& gyound Due��:nd PGseways fef 0eetfiea4 Systems n71n�„ �14 260550 Aluh� Dua` Coaduit 02i -6 Division 31- Earthwork 31 1000 Site Clearing 12/20/2012 3123 16 Unclassified Excavation 01/28/2013 31 23 23 Borrow 01/28/2013 31 24 00 Embankments 01/28/2013 31 25 00 31� Erosion and Sediment Control 12/20/2012 1 �7rc� 31 37 00 Gabions Riprap 2 20/2012 12/20/2012 Division 32 - Exterior Improvements 3201 17 Permanent Asphalt Paving Repair 12/20/2012 37� TLYSpcAuy Asph& Paving Repai 17/7�20/20Q 32 01 29 Concrete Paving Repair 12/20/2012 32 11 23 Flexible Base Courses 12/20/2012 32 11 29 Lime Treated Base Courses 12/20/2012 32 1133 Cement Treated Base Courses 12/20/2012 32 11 37 Liquid Treated Soil Stabilizer 08/21/2015 32 12 16 Asphalt Paving 12/20/2012 CITY OF FORT WORTH MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #104081 Revised March 20, 2020 000010 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 5 32 12 73 Asphalt Paving Crack Sealants 12/20/2012 3213 13 Concrete Paving 12/20/2012 32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps 06/05/2018 32 13 73 32�6 Concrete Paving Joint Sealants 12/20/2012 171 32 16 13 27� BiiEk Unit Paving Concrete Curb and Gutters and Valley Gutters Pavement Mmkings 202012 10/05/2016 1 1 321725 � Qa -b A .]d a�0 �l�ting 221 vim 1 1 �n � 13 Q1Yn Fosses and Goes gar, >renees r 4es 1 21201204- 1 71 �7zzr202viz 323126 32 31 29 .e and Wood Fences and Gates 12/20/2012 32 32 13 Cast -in -Place Concrete Retaining Walls 06/05/2018 3291 19 Topsoil Placement and Finishing of Parkways 12/20/2012 32 92 13 Hydro -Mulching, Seeding, and Sodding 12/20/2012 32 93 43 Trees and Shrubs 12/20/2012 Division 33 - Utilities 33 01 30 Sewer and Manhole Testing 12/20/2012 33 01 31 Closed Circuit Television (CCTV) Inspection 03/03/2016 3303 10 Bypass Pumping of Existing Sewer Systems 12/20/2012 33 nn 1 n �s-v�-Tv 3304 } +• �1'��a1 �7G�a<�1 Coffesion Contfol Test Stations 1 20/201 � rcrzvrzv�z 1212012012 r 3304 12 3304 38 33 04 40 Cleaning and Acceptance Testing of Water Mains 1 7 �7rc� 20/20 z n71011 0014 02/06/2013 33 04 50 Cleaning of Sewer Mains 12/20/2012 3305 10 Utility Trench Excavation, Embedment, and Backfill 12/12/2016 3305 12 Water Line Lowering 12/20/2012 3305 13 3305 10 Frame, Cover and Grade Rings — Cast Iron 01/22/2016 n1 1 ti 3305 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to 22/2 12/20/2012 Grade tef vaults 1 71 �7zzr202012 33-05 16 3305 17 33 05 20 330521 Conefete W Concrete Collars Tunnel r ; e. P4ate 12/20/2012 1 217r� vii 201 1 2/20/2nQ 330524 lnsta4l4ioa r or Prix✓.n Vigor Tunrx! lin e 1 2 /rcr20/20 z 061191204-3 11 6 33 05 30 Location of Existing Utilities 1202viz 12/20/2012 33 1105 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 CITY OF FORT WORTH MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS COFW #104081 Revised March 20, 2020 000010 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 5 301 11 Coner-ete1 2 /rcr20/2 1-2 ✓3 11 11 Berried Etool Rpj and Fittings 11 /7�== 33 1210 1 1 Water Services 1-inch to 2-inch T �x -s 02/14/2017 1 /20 /201 33 12 a�-r�rr 33 1220 4e.- Mete afge ---a-" � Resilient Seated Gate Valve 2 - �rwrw�z 12/20/2012 71 /7 33 1221Rubber-1 33 1225 Connection to Existing Water Mains 4 02/06/2013 33 1230 Conn ation Air- Vye Assemblies es Q /20/20 � z � 33 1240 Fire Hydrants 01/03/2014 33 1250 Water Sample Stations 12/20/2012 33 1260 Standard Blow -off Valve Assembly 06/19/2013 12 12/�=2 3v 3 1 11, -2Fiber-glass1 7 /7rc� 20/20 ii 1 E 1 /�Q 33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe D.aFle Samna,. 06/19/2013 333121 Polyvinyl Chloride (PVC) Closed Gravity Sewe.r1trznrznzzPipe P. L . Pik, lining 1 71 /7i 333123 33 31 50 Sanitary Sewer Service Connections and Service Line 04/26/2013 32�0 Eanowy cewef >~ e >� 1 /20/20Q 33 39 10 Cast -in -Place Concrete Manholes 12/20/2012 33 39 20 Precast Concrete Manholes 12/20/2012 33 39 30 €for#rye Manholes vx n n 1 �/�i2 1 � /� 333940 33 39 60 astew 4e, eeess Chamber- (W C) Epoxy Liners for Sanitary Sewer Structures viz 12/20/2012 3341 10 Reinforced Concrete Storm Sewer Pipe/Culverts 07/01/2011 3341 11 High Density Polyethylene (HDPE) Pipe for Storm Drain 12/20/2012 33 4600 (E1DE) Pip-_ 1 11 1 /1 -5 12 / 33 33-46 Al drainage Slotted mm Dminc, -2 n� /n�„ 1�44 33-4602 Tfen& T,\-c m 0710112011 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 34 4 1 10 34 41 1n01 - Transportation T-F ff e Sign a& n� hf e., C �tfollefC bine� ��ta���� A--��n� 1 n/lzvriMW 5 17/lzzrrWN5 �vz 3 n n�v2 34 41 10.03 n+ t C S f+. af:e spec f;,.afief nit-ae��el� Tfaffi0 s 02QW2 OUNQ 1 1 /7 -3 1 7 /7rc� 20/20 Q � 34 41 11Temperafy 34 41 3 34-41 15 Reeta plx RW d Ftnl ng Beaeon 11 /�B 1 11 1 /7� CITY OF FORT WORTH MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS COFW #104081 Revised March 20, 2020 000010 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 5 of 5 34 41 20 Readw 1 /20/20Q 34 412001 1 r r .z Gi"1L� �� P ' �.LJ2:4ii�'�o0 0611 5120 c �� 34 4120.02 Fr-eew j' U.5D -%adway 1-/u-xKxmiN8S 06v/1rn 2015 34 41 20.03 Residential LED Roadway Luminaires 06/15/2015 34 41 30 Aluminum Signs 3nanoFiber-02/ 11/12/2013 3471 13 Traffic Control -6 11/22/2013 Appendix GG-4.01 A:-.,kk lit;-ef-L� GC-4.02 Subsurface and Physical Conditions GC 4.04 Un GC 4.0-6 I-kzurdoun Ern-ti: GG 6. D MC o:tpian ae Wage Rates �G±�C+-6.n077 VCtI. U'1 Porr.:xtc.---n l Utilities GC 6.24 Nandisolpiminaian GR-01 60 00 Product Requirements Water Dept approved products list dated 3/7/23, TPW approved products list dated 6/l/23. END OF SECTION CITY OF FORT WORTH MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #104081 Revised March 20, 2020 004243 DAP - RID PROPOSAL Page 1 or7 UNIT PRICE BID SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Project Item Information Bidlist Item No. I Description 1 0241.1118 4"-12" Pressure Plug 2 3305.0109 Trench Safety 3 3311.0001 Ductile Iron Water Fittings w/ Restraint 4 3311.0161 6" PVC Water Pioe DR-14. Acceotable Backfill 5 '311.0251 8" DIP Water 6 1 311 '026 1 8" PVC Water Pioe 7 13312.0001 Fire Hvdrant 8 13312.0117 Connection to Existing 4"-12" Water Main 9 13312.2003 1" Water Service 10 13312.3002 6" Gate Valve 11 13312.3003 8" Gate Valve Bidder's Application Unit of Bid Specification Section No. I I Measure Quantity UNIT I: WATER IMPROVEMENTS 02 41 14 EA 3 33 05 10 LF 5.869 33 11 11 TON 3.2 _ 3311 12 LF 50 331110 LF 80 I _ 33 11 12 _ LF 5.789 I 33 12 40 1 EA I 6 I _ _ I 33 1225 1 EA I 3 I I 33 1210 1 EA 1 160 I I 33 12 20 1 EA 1 6 I I 33 1220 1 EA 1 16 1 TOTAL UNIT I: WATER IMPROVEMENTS1 Josh McAda Bidder's Proposal Unit Price I Bid Value $1064.83 10.19 $ $ 3.194.491 $9``306.03 $ 1 115.11 1 29.'�i9.301 7500 3 750.00 1 24..93.601 474061.21 1 Y7.18 I $jm�0,4�92 `1179.53 $2.050.33 $ 31 6A50.991 $1 488.30 $2)00.00 1 $ 1 $ 238,128.001 12 000.0-1 $2.446.24 1 $ 39t9.841 $862,789.721 Venus Construction, Inc. Venus Construction, Inc. 1426 S. Main Mansfield, TX 76063 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Mead— Lakx, Please II Po,m Venion May 22, 2019 CPN 104081 004241 DAP - BID PROPOSAL P,g, 2 of Bidlist Description Item No. 1 0241.2001 Sanitary Line Grouting 2 0241.2201 Remove 4' Sewer Manhole 3 1301.0002 Post -CCTV Inspection 4 13301.0101 Manhole Vacuum Testino 5 13305.0109 Trench Safety 6 13315.0 11 2 Concrete Collar for Manhole 7 13305.0113 Trench Water Stoos 8 3331.4115 8" Sewer Pioe 9 1331.4116 8" Sewer PjRe, CSS Backfill 10 13331.4208 12" Sewer Pipe 11 13331.4215 15" Sewer Pie 12 13331.4216 15" Sewer Ppe. CSS Backfill 13 13331.4317 24" Sewer Ppe 14 13331.4318 24" Sewer Pioe. CSS Backfill 15 13331.3101 4" Sewer Service 16 13339.1001 4' Manhole 17 13339.1101 5' Manhole 18 3339.1002 4' Droo Manhole 19 3339.1003 4' Extra Deppoth Manhole 20 13339.1103 5' 211 13339.0001 E oxtrManhoeLineole 22 8 S�luo 23 19999.0001 1 999.0011 Connect to Existino Svstem SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Bidder's Application Project Item Information Unit of Bid Specification Section No. I Measure I Quantity UNIT II: SANITARY SEWER IMPROVEMENTS 024114 CY 29.5 I I 024114 EA 3 33 01 31 LF 1 5.997 +I 3301 30 EA 1 29 1 I 33 05 10 LF 5 97 1 33 05 17 1 EA I 33 05 10 1 EA I 11 I I 3331 20 1 LF I 3.048 I 1 33 1110 33 31 12. 33 31 20 1 LF 1 160 1 '�3 31 20 1 LF 1 474 I 3331 20 I LF 1 1938 I 33 11 10,33 31 12. 33 31 20 LF I �0 I 33 11 10. 33 31 13 33 31 20 33 31 21 I LF I 267 I I 33 11 10. 33 31 13I�3 31 20. 33 31 21 1 LF I 30 I I 33 31 50 1 EA 157 1 I 33 39 10. 33 39 20 1 EA I 24 I I 33 39 10, 33 39 20 1 EA I 2 33 39 10. 33 39 20 1 EA I 3 3339 10.333920 1 VF 1 88 1 jl 33 39 10. 33 39 20 I VF 25.5 1 I 33 39 60 I VF 1 170 1 I 0241 14 I EA 5 I 3331 20 EA 1 2 TOTAL UNIT II: SANITARY SEWER IMPROVEMENTS1 Josh McAda Bidder's Proposal Unit Price I Bid Value $1,452.03 $ 42:834.89 $2 495.63 $ 7486.89 �4.24 $ 25,427.281 $423.50 $ 12 281.50 I $0.31 1 $ 1159.071 $1,150.00 I 3:450.00 1 $659.48 I 7254.281 $79.08 I $ 241.035.841 $190.34 I $ 30454.401 $113.57 I $ 53`�`32.181 ,39 $143.65 I $ 2783.701 $293.45 I $ 2376.00 288.52 I $ 77.134.84 456.48 I $ 1394.40 $2.132.65 I $ 334,826.05 7002.88 I $ 168�69.12 1 2 96.78 f $ 2593.561 $1500.00 I $ 47,400.001 $2)0.00 1 $ 18,480.001 $689.70 I $ 17 587.351 $624.71 I $ 106E0001 $544.60 $ 2,Sio01 $3,236.78 $ 6.473.561 $1,544,867.91 1 JG Venus Construction, Inc. 1426 S. Main Mansfield, TX 76063 CITY OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS hfmd- Lakes Ph x B Fonn V.rsion M.ry22, 20I9 CPN 104081 UNIT PRICE BID Bidlist Item No. I Description 1 13305.0109 Trench Satetl 2 3349.0001 4' Storm Junction Box 3 3349.0105 5-Sided Manhole 4 [341,0205 24" RCP. Class III 5 13341.0206 24' RCP lass IV 6 3341.0301 30" ADS �P Pine 7 13341.0302 30" RCP Class III 8 3341.0308 W ADS`iP Pioe 9 13341.0309 36" RCP Class III 10 13349.5002 15' Curb)nlet 11 3137.0102 La7v Stone Rigraq d/Y 12 349.100S 30" Flared Headway RIDE 13 1 349A007 36" Flared Headway 1 nine 14 19999.0002 Pond A Outlet Structure 15 9999.0003 Connect to Exislinc Svslem 004243 0 it 13 DAP • 00 PROPOSAL Page J or 7 SECTION 00 42 43 Developer Awarded Projects • PROPOSAL FORM Bidder's Application Project Lem Information Specification Section No. I Unit of (QBid Menurc uamty UNIT 111: DRAT _ AGEIMPROVEFS J5 I LF 1.965 33 49 10 EA 4 I 33 49 10 I EA 1 3341 10 i LF 240 3341 10 LF 68 I 3aa3 41 LF 1 944 1 1J! 1 j11 I 3 41 10 1 LF 1 147 I 33 49 20 1 EA I 8 I I 313700 1 SY 1 225 334940 I EA 1 33 49 40 j EA 1 3 I I 33 49 10 EA i I 3341 10 EA 3 TOTAL UNIT III: DRAINAA IMPROVEMENTS Josh McAda S iddei s Proposal Unit Price I Bid Value $0.31 S 609A51 $6.068.15 S13 540.10 $ S 24 272.60 13%40.10 $A3.49 S 20137.601 193.61 :6.39 S 1 S 6365.481 90192.'16 1 S110,58 $129.90 1 S 1 $ 48``212.881 16.687.001 $145.27 S 21.354.691 S10 950.50 S 8760400 $i19.01 $ 26.�P/7.25 S4 368.10 5�862.45 $ 4.368.101 $6,06.25 I S 1 $ 17 587.35 1 6E6.251 $1.096.57 1 S 3�89.71 1 $381K704.321 Venus Construction, Inc. Venus Construction, Inc. 1426 S. Main Mansfield, TX 76063 CRY OF FORT WORTH STANDARD CONSTRUC710N SPECIFICATION DOCUMENTS • DEVELOPER AWARDED PROIECTS &1eW- Lakes Pl—R r— Vmien May 3?.:019 CPN ID405I SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidlist Item No. Description 1 3211.0400 H`(draled Lime 2 3211.0502 6" Lime Treatment f28 LB/SY) 3 32, 2.0302 2' AsQhall Pvmt Tvoe 0 4 13212.0501 4' Aschall Base Tvoe B 5 13213.0101 6' Conc Pvmt 6 3213.0301 4' Conc Sidewalk 7 13213.0501 Barrier Free Ramp. Tvoe R-1 8 13213.0506 Barrier Free Ramp. Tvoe P-1 9 3291.0100 Topsoil 10 3292.0400 SeedirlQ, Hvdromulch 11 13471.0001 Traffic Control 12 0241.1300 Remove Conc Curb & Gutter 13 9999.0004 Concrete Flume with curb 14 19999.0005 Connect to Exislino Pavement 15 19999.0006 Sawcut & Connect to Existina Asphalt 011213 DAP -DID PROPOSAL Page 4 rr 7 Bidder's Application Project Item In(oanation I Bidder's Proposal Specification Section No. I Unit of I Bid I Unit Price I Bid Value Measure Quantity UNIT IV: PAVING IMPROVEI�33 � �� {{ ¢¢9 TON I 300 S297.50 $ 89250.00 1 32 11 29 SY 21\\441 $3.50 S 75``043.50 i II 321216 SY I +I % $22.00 S 15.774.001 I 321216 SY 717 $39.50 S 28.321.50 3213 13 I SY 20 058 $57.00 S 1,143 306.00 321320 I SF 1 5.�18 1 S7.00 I $ 40\5\6.00 1 32 13 20 1 EA 1 4 1 $2.350.00 1 S 9.400.00 I 1 32 1320 1 EA 1 10 1 S2.350.00 I $ 23.500.00 1 I 32 91 19 1 Cy 1 93 $90.00 1 $ 8.370.001 I 3292 13 1 SY I 556 $4.75 1 $ 2\\641.00 1 I 3471 13 1 LS I 1 I $10 000.00 1 $ 10.00000 024115 1 LF I 57 I $12.00 1 S 684.00 32 13 20 1 SF 3.425 I S14.50 1 S 49662.50 32 12 16 & 32 13 13 LF I 115 $30.00 3``50.00 1 I 0241 15 & 32 1216 _ - LF 109 1 $35.00 $I 3815.00 TOTAL UNIT IV: PAVING IMPROVEMENTS1 $1.503,943.50, Peter Dawson RPM Konstruction LLC. RPM xConstruction, LLC. ° 6500 Meyer Way, Ste. 100 McKinney, TX 75070 MY OF PORT WORTH STANDARD CONMUCr10N SPECIFICATION DOCUMENTS - DEVELOPER AW ARDDO PROIECrS Form Vmion May 22, 2019 M.d-Lads R_ a CM l0leil- SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM On4?.1) DAP- Oro PROPOSAL Ngs.ry Bidder's Application Project Item Information Bidder's Proposal I Bidlitt Description Spccificulon Section No. Unit of Bid Unit Price Bid Value Item No. Measure Quanriry UNIT 1 :. STREET L GHTING_IMP�p NTS 1 2605.3015 2' CONDT PVC SCH 80IT) 6 LF 2/25 S16.73 $ 35.551.25 1 2 3441.1410 NO 10 Insulated Elec Condr 3441 10 LF 6375 S1.21 y 7 713.75 1 3 3441.1646 Furnish/Install Tvpe 33B Arm I 34 41 20 EA 30 5235.00 S f 050.00 4 5 3441.3301 Rdwy ilium Foundation TV 1 2 and 4 !1441.3351 Furmshtlnstall Rdwayy Ilium R11 Pole 1 3441 20 1 EA 1 30 St 18.00 S 1 39�40.00 1 6 3441.3050 Furnish/install LED Liohtinct Fixture 34 41 20 1 1 EA 1 30 St .bO8.00 S I 54, 40.001 1 (70 wall ATSO Cobra Head) 3441 20 EA 30 S317.00 S 9 510.00 TOTAL UNIT V: STREET LIGHTING IMPROVEMENTS] $153,105.001 Richard Wolfe, Jr. t i 2-k. Independent Utility Construction Inc. Independent Utility Construction, Inc. 5109 Sun Valley Drive Fort Worth, TX 76119 CITT or FORT WORTH STANDARD CONSTRUCTION SPECa'tCAVON DOCUMENTS - DEVELOPER AWARDED PROIECis MmMa Lakes Ph.. Q F—V—i-1&y2?,1019 ePN taoa 1 0012 4J DAP - DID PROPOSAL Page 6 ar1 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application ` Projeee Item Information I Bidder's Proposal Bidlist It.. No. Qty Description Specification Section No. I Unit Of I Bid I Unit Price I Bid Value Measure uanti I UNIT.VI: STREE SIGN IMPROVE( E N_TS .000.001 2 9999,0009 Furnish/Install Street Name Blade 9999.0008 Furnish/install Street Sion Post I 3441 30 EA 32 $50.00 i $ 8.600.00 1 I 3 I9999.0010 Furnish/Install Sloo Sian 1 3441 30 I EA I 12 $200A0 I $ 2.400.00 1 j UNIT VI: STREET SIGN IMPROVEMENTS $12,000.001 Peter Dawson RP ,construction LLC. RPM xConstruction, LLC. 6500 Meyer Way, Ste. 100 McKinney, TX 75070 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Meadow Lakes Phan D I— Venioa h4ay 22.2019 CPN 104081 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Project Item Information Bidlis[ Item No. Description Specification Section No. Bid Summary UNIT I: WATER IMPROVEMENTS UNIT It: SANITARY SEWER IMPROVEMENTS UNIT III: DRAINAGE IMPROVEMENTS UNIT IV: PAVING IMPROVEMENTS UNIT V: STREET LIGHTING IMPROVEMENTS UNIT VI: STREET SIGN IMPROVEMENTS Contractor agrees to complete WORK for FINAL ACCEPTANCE within CONTRACT commences to run as provided In the General Conditions. UNIT IV: PAVING IMPROVEMENTS UNIT VI: STREET SIGN IMPROVEMENTS RPM xConstruction, LLC. 6500 Meyer Way, Ste. 100 McKinney, TX 75070 UNIT V: STREET LIGHTING IMPROVEMENTS Independent Utility Construction, Inc. 5109 Sun Valley Drive Fort Worth, TX 76119 UNIT I: WATER IMPROVEMENTS UNIT II: SANITARY SEWER IMPROVEMENTS UNIT III: DRAINAGE IMPROVEMENTS Venus Construction, Inc. 1426 S. Main Mansfield, TX 76063 004243 DAP - 010 PROPOSAL Pqr 7 or7 Bidder's Application Bidders Proposal Unit of I Bid Measure Quantity Unit Price Bid Value $862,789.72 $1,544,867.91 $388,704.32 $1,503,943.50 $153,605.60 $12,000.00 Total Construction Bid $4,465,910.441 190 working days after the date when the 45 Working Days RPM xConstruction, LLC. Peter Dawson Date: 11/17/23 01'A�ay;�-) 30 Workin9 Da s — Y Independent Utility Construction, Inc. Richard Wolfe, Jr. Date: 11/21/23 Venus Construction, Inc. Josh McAda Date: 11/20/23 115 Working Days CITY Of FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS . DEVELOPER AWARDED PRORIM Meadow takes Pl— 0 From Verian May 22.2019 CPN 104041 0045 12 DAP PREQUALIFICATION STATEMENT Page 1 of 1 SECTION 00 4512 DAP - PREQUALIFICATION STATEMENT Each Bidder is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. In the "Major Work Tvpe" box provide the complete major work tvpe and actual description as provided by the Water Department for water and sewer and TPW for paving. Major Work Type Concrete Paving Construction / Reconstruction Asphalt Paving Construction/Reconstruction Street Sign Improvements Street Lighting Improvements Water Distribution, Development, 8-inch diameter and smaller Sanitary Sewer Interceptors, Development, 24-inches and smaller Drainage Improvements Contractor/Subcontractor Prequalification Company Name Expiration Date RPM xConstruction, LLC. 06/09/2025 RPM xConstruction, LLC. 06/09/2025 Independent Utility 02/27/2025 Construction, Inc. Venus Construction, Inc. 05/31/2024 Venus Construction, Inc. 05/31/2024 Venus Construction, Inc. 05/31/2024 The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: RPM xConstruction, LLC. BY: Peter Dawson 6500 Meyer Way, Ste. 100 McKinney, TX 75070 (Signature) TITLE: Vice President DATE: 11 /17/23 Independent Utility Construction, Inc. BY: /% Richard Wolf -a 5109 Sun Valley Drive Fort Worth, TX 76119 w (Signature) TITLE: President DATE: I I - ;)- I ' G Venus Construction, Inc. BY: �� S 1-4 '114 1426 S. Main Mansfield, TX 76063 (Signatur� TITLE: Y'� �5i �A e VV DATE: 11/20/23 END OF SECTION CITY OF FORT WORTH 00 45 12_Prequaliication Statement 2015_DAP.docxform STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT — DEVELOPER AWARDED PROJECTS MEADOW LAKES PHASE 11 Form Version September 1, 2015 CITY PROJECT #104081 RPM XCONSTRUCTION, LLC. (PAVING &STREET SIGN IMPROVEMENTS) CITY OF FORT WORTH 00 45 12_Pregaaliication Statement 2015_DAP.docxform STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT — DEVELOPER AWARDED PROJECTS MEADOW LAKES PHASE 11 Form Version September 1, 2015 CITY PROJECT #104081 OQ 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. 104081. 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: RPM xConstruction. LLC. Company 6500 Mever Wav, Ste. 100 Address McKinnev, Texas 75070 City/State/Zip THE STATE OF TEXAS § COUNTY OF T,6,R-R-AN By: Peter Dawson (Please Print) Signature: , Title: Vice President (Please Print) BE_F_QEME, the undgrsigned authority, on this day personally appeared known tome to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as the act and deed of for the purposes and consideration therein expressed and in the capacity therein stated. GIVE,N UNDER N�Y HAND AND SEAL OF OFFICE this 20 FP �y ''SON CAROLINE SHELTON Notary ID #126640910 My Commission Expires September 27, 2027 i IHIi 1110i, , „ „,„ W,W,, „ . 119 Ill'" day of z, Notary Public in and for the State of Texas END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April, 2014 MEADOW LAKES PHASE II CITY PROJECT #104081 00 52 43 -1 AGREEMENT Page 1 of 4 SECTION 00 52 43 AGREEMENT THIS AGREEMENT, authorized on 11/17/23 is made by and between the Developer, ELITE DEVELOPMENT AND CONSTRUCTION. LLC, authorized to do business in Texas ("Developer"), and RPM XCONSTRUCTION. LLC. , authorized to do business in Texas, acting by and through its duly authorized representative, ("Contractor"). 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: MEADOW LAKES PHASE II CITY PROJECT ##104081 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 190 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 Five hundred Dollars ($ 500.00) 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 MEADOW LAKES PHASE 11 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITY PROJECT #104081 Revised June 16, 2016 00 52 43 - 2 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 one million five hundred fifteen thousand nine hundred forty- three dollars and 50/100 ($1,515,943.50). 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 3) State and Federal documents (project specific) b. Insurance ACORD Form(s) c. Payment Bond (DAP Version) d. Performance Bond (DAP Version) e. Maintenance Bond (DAP Version) f. Power of Attorney for the Bonds g. Worker's Compensation Affidavit h. MBE and/or SBE Commitment Form (If required) 3. Standard City General Conditions of the Construction Contract for Developer Awarded Projects. 4. Supplementary Conditions. 5. 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. 6. Drawings. 7. Addenda. 8. Documentation submitted by Contractor prior to Notice of Award. 9. The following which may be delivered or issued after the Effective Date of the Agreement and, if issued, become an incorporated part of the Contract Documents: a. Notice to Proceed. b. Field Orders. c. Change Orders. d. Letter of Final Acceptance. CITY OF FORT WORTH MEADOW LAKES PHASE 11 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITY PROJECT #104081 Revised June 16, 2016 005243-3 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 benns souLht were caused. in whole or in part, by anv 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. 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 svecifically intended to operate and be effective even if it is alleged or proven that all or some of the damaees being: sought were caused. in whole or in part, 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 Ck u.t fv� d,Q Nual►um Dib ti4l ui Texas, Fort Worth Division. 7.6 Authority to Sign. _Contractor -- shall attach - evidence of authority to sign_ Agreement, if other than duly authorized - -- -- -- ----------------- ------ ---------------- signatory of the Contractor. CITY OF FORT WORTH MEADOW LAKES PHASE IJ STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITY PROJECT#104081 Revised June 16, 2016 00 52 43 - 4 AGREEMENT Page 4 of 4 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: RPM xConstruction, LLC. By: &9,- (Signature) Peter Dawson (Printed Name) Title: Vice President Company Name: RPM xConstruction, LLC Address: 6500 Meyer Way, Ste. 100 City/State/Zip: McKinney, Texas 75070 11/17/23 Date Developer: ELITE DEVELOPMENT AND CONSTRUCTION, LLC ., By: " I <1 `--I- // I (Signature) John Shehata (Printed Name) Title: Company Name: ELITE DEVELOPMENT AND CONSTRUCTION, LLC Address: 1521 Wagonwheel Dr. City/State/Zip: Keller, TX 76248 11/17/23 Date CITY OF FORT WORTH MEADOW LAKES PHASE LL STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITY PROJECT #104081 Revised June 16, 2016 00 62 14- 1 PAYMENT BOND Page I of 2 Bond No. 2352563 SECTION 00 6214 PAYMENT BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That we, RPM XCONSTRUCTION. LLC. known as "Principal' herein, and Swiss Re Corporate Solutions America Insurance Corporation , 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, ELITE DEVELOPMENT AND CONSTRUCTION, LLC , authorized to do business in Texas "(Developer"), and the City of Fort Worth, a Texas municipal corporation ("City'), in the penal sum of one million rive hundred fifteen thousand nine hundred fortv-three dollars and 501100 ($1,515,943.50), 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 23-0147 ; and WHEREAS, Principal has entered into a certain written Contract with Developer, awarded the 17 day of November , 2023 , 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 MEADOW LAKES PHASE II — COFW Proiect No.104081 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if Principal shall pay all monies owing to any (and all) payment bond beneficiary ias defined in Chanter o2ti3 oft CIIGG 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 MEADOW LAKES PHASE II STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CITY PROJECT #104081 Revised January 31, 2012 0062 14- 2 PAYMENT 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 statute. IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the 17 day of November 2023 PRINCIPAL: RPM XCONSTRUCTION, LLC. A�TEST: B Y: Signature Peter Dawson, Vice President (Principal�Secretary Name and Title Address: 6500 Meyer Way, Ste. 100 McKinney, Texas 75070 Witness as to Principal SURETY: Swiss Re Corporate Solutions America Insurance Corporation ATTEST: BY: Signature �y� \ Debra Lee Moon, Attorney -in -Fact (Surety) Secretary v Name and Title Address: 1200 Main Street, Suite 800, Kansas Citv, MO 64105 1 Witness as to rety Telephone Number: 816-235-3700 Note: If signed by an officer of the Surety, there must be on file a certified extract from the bylaws showin; that this person hag authority to sign such nhliv^tinn Tfquretyls physical addressis different 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 MEADOW LAKES PHASE 1I STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CITY PROJECT #104081 Revised January 31, 2012 00 6213- 1 PERFORMANCE BOND Page 1 of 2 Bond No. 2352563 SECTION 00 6213 PERFORMANCE BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That we, RPM XCONSTRUCTION. LLC. known as "Principal' herein and Swiss Re Corporate Solutions America Insurance Corporation , 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, ELITE DEVELOPMENT AND CONSTRUCTION, LLC, authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation ("City"), in the penal sum of, one million five hundred fifteen thousand nine hundred forty- three dollars and 501100 ($1,515,943.50), 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 23-0147; and WHEREAS, the Principal has entered into a certain written contract with the Developer awarded the 17 day of November . 2023 , 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 MEADOW LAKES PHASE II — COFW Proiect No. 104081 NOW, THEREFORE, the condition of this obligation is such that if the said Principal shall faithfully perform it obligations under the Contract and shall in all respects duly and faithfully perform the Work, including Change Orders, under the Contract, according to the plans, specifications, and contract documents therein referred to, and as well during any period of extension of the Contract that may be granted on the part of the Developer and/or City, then this obligation shall be and become null and void, otherwise to remain in full force and effect. CITY OF FORT WORTH MEADOW LAKES PHASE II STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CITY PROJECT #104081 Revised January 31, 2012 0062 13- 2 PERFORMANCE BOND Page 2 of 2 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. 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 17 day of November , 20 23 PRINCIPAL: RPM XCONSTRUCTION, LLC. ATTEST: BY: J Signature / Peter Dawson, Vine President (Princip,al ecreta y Name and Title Address: 6500 Meyer Way, Ste. 100 McKinney, Texas 75070 Witness as to Principal SURETY: Swiss Re Corporate Solutions America Insurance Corporation ATTEST: BY: ��^�_� C _.n Signature Debra Lee Moon, Attorney -in -Fact (Surety) Secretary � Name and Title / Address: 1200 Main Street, Suite 500, Kansas City, MO 64105 J Witness as to Suety TPI-PhQne Number, 816 lac 370 *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 MEADOW LAKES PHASE II STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CITY PROJECT #104081 Revised January 31, 2012 00 62 19- 1 MAINTENANCE BOND Page I of 3 Bond No. 2352563 SECTION 00 62 19 MAINTENANCE BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That we RPM XCONSTRUCTION, LLC. known as "Principal" herein and Swiss Re Corporate Solutions America Insurance Corporation , 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, ELITE DEVELOPMENT AND CONSTRUCTION, LLC , authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation ("City"), in the sum of one million five hundred fifteen thousand nine hundred fortv-three dollars and 501100 ($1,515,943.50), 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 23-0147 ; and WHEREAS, the Principal has entered into a certain written contract with the Developer awarded the 17 day of November 20 23 , 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 MEADOW LAKES PHASE II — COFW Proiect No.104081., and F', �I.E, prir�i viola 41�d IL- pv l.v oLk U1,t C!G YY 31k ill'QcCUrdance 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 MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CITY PROJECT #104081 Revised December 20, 2012 0062 19- 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 MEADOW LAKES PHASE It STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CITY PROJECT #104081 Revised December 20, 2012 0062 19- 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 17 day of November ,2023 . PRINCIPAL: RPM XCONSTRUCTION, LLC. ATTES • BY:41� / Signature Peter Dawson, Vice President (Principal).Secretary Name and Title Address: 6500 Meyer Way, Ste. 100 McKinney, Texas 75070 Witness as to Principal SURETY: Swiss Re Corporate Solutions America Insurance Corporation ATTEST: B Signature Debra Lee Moon Attorney-in-Fact (Surety) Secreta 1, Name and Title Address: 1200 Main Street, Suite 800, Kansas City, MO 64105 ( ) A\�— Witness as to Si�I�ty �j Telephone Number: 816-235-3700 *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 Cnntract is awnrderl END OF SECTION CITY OF FORT WORTH MEADOW LAKES PHASE Il STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CITY PROJECT #104081 Revised December 20, 2012 INDEPENDENT UTILITY CONSTRUCTION, INC. (STREET LIGHTING IMPROVEMENTS) CITY OF FORT WORTH MEADOW LAKES PHASE H STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT #104081 From 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. 104081. 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 Fort Worth, Texas 76119 City/State/Zip THE STATE OF TEXAS COUNTY OF TARRANT By: ichard Wolfe, Jr. (Plerse rint) Signature: v Title: CFO (Please Print) 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/she executed the same as the act and deed of Independent Utility Construction, Inc. for the purposes and consideration therein expressed and in the capacity therein stated. I S� I�JEN 1V NDERLMY H ND A AL OF OFFICE this day of `! v (IVYA U, 20 ����►' CHRISTINA GARCIA tary Public in and for the State of Texas fis Notary Public, State of Texas Comm. Expires 12-20-2024 Notary ID 130940785 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April, 2014 MEADOW LAKES PHASE II CITY PROJECT #104081 00 52 43- 1 AGREEMENT Page 1 of 4 SECTION 00 52 43 AGREEMENT THIS AGREEMENT, authorized on 11/21/23 is made by and between the Developer, ELITE DEVELOPMENT AND CONSTRUCTION, LLC, authorized to do business in Texas ("Developer"), and INDEPENDENT UTILITY CONSTRUCTION, INC. , authorized to do business in Texas, acting by and through its duly authorized representative, ("Contractor"). 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: MEADOW LAKES PHASE II CITY PROTECT #104081 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 190 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 Five hundred Dollars ($ 500.00) 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 MEADOW LAKES PHASE H STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT #104081 Revised July 1, 2011 00 52 43- 2 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 one hundred fifty-three thousand six hundred five dollars and 00/100 ($153,605.00). 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 3) State and Federal documents (project specific) b. Insurance ACORD Form(s) c. Payment Bond (DAP Version) d. Performance Bond (DAP Version) e. Maintenance Bond (DAP Version) f. Power of Attorney for the Bonds g. Worker's Compensation Affidavit h. MBE and/or SBE Commitment Form (If required) 3. Standard City General Conditions of the Construction Contract for Developer Awarded Projects. 4. Supplementary Conditions. 5. 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. 6. Drawings. 7. Addenda. 8. Documentation submitted by Contractor prior to Notice of Award. 9. The following which may be delivered or issued after the Effective Date of the Agreement and, if issued, become an incorporated part of the Contract Documents: a. Notice to Proceed. b. Field Orders. c. Change Orders. d. Letter of Final Acceptance. CITY OF FORT WORTH MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT #104081 Revised July 1, 2011 00 52 43- 3 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 sought were caused, in whole or in part by anv act, omission or negligence of the citv. 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 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 anv act, omission or negligence of the citv. Article 7. MISCELLANEOUS 7.1 Terms. Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of the Construction Contract for Developer Awarded Projects. 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 MEADOW LAKES PHASE 11 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT #104081 Revised July 1, 2011 00 52 43- 4 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. VBy: � (Signature) Richard Wolfe, Jr. (Printed Name) Title: CFO Company Name: Independent Utility Construction, Inc. Address: 5109 Sun Valley Drive City/State/Zip: Fort Worth, Texas 76119 11-2i�2�z� Date CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Developer: ELITE DEVELOPMENT AND CONSTRUCTION LLC _ (Stature) John Shehata (Printed Name) Title: Company Name: ELITE DEVELOPMENT AND CONSTRUCTION, LLC Address: 1521 Wagonwheel Dr. City/State/Zip: Keller, TX 76248 11/21/23 Date MEADOW LAKES PHASE II CITY PROJECT #104081 0061 13-1 PF:RFORMA NCI BOND Page I of 2 Bond No. 339738M I SECTION 00 62 13 2 PERFORMANCE BOND 3 4 THE STATE. OFTEXAS § 5 § KNOW ALL, 6Y TIIESE PRESENT'S: 6 COUNTY OF'rARRANT § 7 That we, I j&mr elit_Utility Construction, Inc. , known as "Principal" herein and 8 Westfield Insurance Comgany___, a corporate surety(sureties, if more than one) duly 9 authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), 10 are held and firmly bound unto the Developer, Elite Development and Construction, LLC, I I authorized to do business in 'texas ("Developer") and the City of Fort Worth, a Texas municipal 12 corporation ("City"), in the penal sum of, One Hundred Fifty --Three Thousand, Six Hundred Five 13 Dollars & Zero Cents ($153,605.00lawful money of the United States, to be paid in Fort Worth, 14 Tarrant County, Texas for the payment of' which sum well and truly to be made, jointly unto the 15 Developer and the City as dual obliges, we bind ourselves, our heirs, executors, administrators, 16 successors and assigns, jointly and severally, frmly 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 23-0147 _ ; and 20 WHEREAS, the Principal has entered into a certain written contract with the Developer 21 awarded the 21 day of November , 2023, 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 Liahtina Improvements to serve 25 Meadow Lakes Phase II_ 26 NOW, 'TIIEREFORE., 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 dOCU111e11tS 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 tbrce and effect. 32 33 CITY OF FOR 1- IWOR ri I Meado%v 1-.Aes Phan 11 S I'ANI)AItD CITY ('ONDI 1l<h\ti 1)I. \'LL�)I'I R A\�'rVtl)f:D PRO.IIiC`fs City Proiect No 104081 ReViud 3alrtj,II% 31 2011 0061 1,-2 PERFORMANCE BOND Page 2 of 2 Bond No. 339738M I PROVIDED FURTHER, that It any legal action be Filed on this Bond, venue shall lie in 2 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 3 Worth Division. 4 This bond is made and e.XeculecJ in compliance with the provisions of Chapter 2253 ofthe 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 WIIERI?OF, the Principal and the Surety have SIGNED and SEALED this 8 inst'unlent by duly authorized agents and officers on this the 21 day of November , 2023. 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 ATTEs'r- (Principal) ._ Lary Morgan olf 6 Itness as to Principal Christina Garcia Witness as to Surety Gala I Iarris� PRINCIPAL: INDEPEN NT UTILITY CONSTRAITION INC. / BY: A! 24 blp"nure Richard Wolfe, President _ Name and Title Address: 5109 Sun Valley Drive Fort Worth, Texas 76119 SURETY: WESTFIELD INSURANCE COMPANY____ BY: 4 f'L 'e gnatur Kyle W. Sweeney. Attornev-in-Fact Name and Title Address: 955 Garden Park Drive, Suite 230 Allen, Texas 75013 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 Y Of i OR r LVOR I'l l Meadow t aWs Phase II STANDAR00I'Y CONOI IIONS DI-VELOVI-R AWARDI D I'ROJEC'"I'ti Ceti 1'rojecl No 10,1091 Rew,od Jamul% 31. 2012 1 3 't 5 6 7 8 r) 10 11 12 13 1=1 15 16 W6114-1 PAYMENTnOND Page I ol'2 Bond No. 339738M SECTION 00 62 14 PAYMENT BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § ('hat we, 11(te endent Utility_ Construction, Inc.`, known as "Principal" herein, andWestlield lnSUrance C.on.Danva 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 b(.Lunl unto the Developer Elite Development and Construction LLC, authorized to do business in Texas ("Developer"), and the City of Fort Worth, a Texas municipal corporation ("City"), in the penal sum of One._l_lundred Fifty -Three Thousand, Six Hundred Five Dollars & Zero Cents .($153,605.00) lawful money of the United States, to be paid in Fort Worth, Tarrant County, "texas, for the payment of which sum well and truly be made jointly unto the Developer and City as dual obligees, we bind ourselves, our heirs, 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 19 Agreement, CFA Number .. ..1...23.-01 7________;and 20 WHEREAS, Principal has entered into a certain written Contract with Developer, 21 awarded the 21 day of November 2023 , which Contract is hereby referred to and 22 made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment, 23 labor and other accessories as defined by law, in the prosecution of the Work as provided for in 24 said Contract and designated as Sweet Likhtint; Improvements to serve Meadow Lakes Phase 11. 25 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 26 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 27 Chapter 2253 of the Texas Government Code. as amended) in the prosecution of the Work under 28 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 29 force and effect. 30 CITY OF FORT WORTtl S-I-ANDARD C'11 Y CONDI'llO\S DIiVI'.LOPtiI( A\VARUhD Plt(I11.iC"fS Revised Jantcuy 31.'012 Meadow lakes Phan 11 City Project No 104051 0061 ICI -2 PAYMENT BOND Page 2 o1'2 Bond No. 339738M 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 4 5 6 7 8 9 10 11 12 13 accordance with the provisions of said statute. IN WITNESS WIIEIZF,OF, the Principal and Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the 21 day of November , 2023 (I inc ) 'ecretary Morg.; n Wolfe 1I Witness as to Principal Crristina Garcia ATTEST: (Surety) Secretary Frank A. C'arrino ju- r -- ------ Witness as to Surety Gala Harris PRINCIPAL,: INDEPF_, DENT UTILITY CONS CTION, INC.,,, BY: 9gna Richard Wolfe, President Name and Title Address: 5109 Sun Valley Drive Fort Worth, Texas 76119 SURETY: WESTFIELD INSURANCE COMPANY BY: "-I�i`� Signature Kyle W. Sweeney, Attorney -in -Fact Name and Title Address: 955 Gat -den 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 shal I not be prior to the date the Contract is awarded. t;NO OF SECTION CITY OI- FOR r WOK H I Meador% Lakes Phase II Sl AND.ARD CI I CONDI HONS - DI VLL01TR AWARDED PROJECTS City Protect No 104081 Revised Jamku% 31 2012 006219 1 MAINTENANCE BOND Page I of 3 Bond No. 339738M I SECTION 00 62 19 '- MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESE:N'TS: 6 COUNTY OF TARRAN'r § 7 8 That we —Independent Utility Construction. Inc. ,known as "PI'Inclpal" herein and 9 Westfield_ Insurance ,.Coil panx_, a corporate surety (sureties, if more than one) duly 10 authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), I I are held and firmly bound unto the Developer, Elite Development and Construction LLC, 12 authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas municipal 13 corporation ("City"), in the sum of One_Hundred_ Fifty__Three_Thousand,_Six Hundred Five 14 Dollars & Zero Cents $153.605.00 lawful money of the United States, to be paid in Fort Worth. 15 Tarrant County, Texas, for payment of which sum well and truly be made jointly unto the 16 Developer and the City as dual obligees and their successors, we bind ourselves, our heirs, 17 executors, administrators, successors and assigns, jointly and severally, firmly by these presents. ►8 19 WHEREAS, Developer and City have entered into an Agreement for the construction of 20 community facilities in the City of Fort Worth by and through a Community Facilities 21 Agreement, CFA Number 23-0147 and 22 WHEREAS, the Principal has entered into a certain written contract with the Developer 23 awarded the 21 day of'---- -November . 2023, which Contract is hereby referred to and 24 a made part hereof f'or all purposes as if fully set forth herein, to furnish all materials, equipment 25 labor and other accessories as defined by law, in the prosecution of the Work, including any 26 Work resulting from a duly authorized Change Order (collectively herein, the "Work") as 27 provided for in said Contract and designated as Street U1g1hting Improvements to serve Meadow 28 Lakes Phasc 11: and 29 30 WIIEREAS, Principal binds itself to use such materials and to so construct the Work in 31 accordance with the plans, specifications and Contract Documents that the Work is and will 32 remain free from detects in materials or workmanship for and during the period of two (2) years 33 after (lie date of Final Acceptance of the Work by the City ("Maintenance Period"); and 34 (AI Y OF FORT WOR I I I Meathm Lakes Phaw If STANDARD (-'ill' C'ONDI I IONS -- DEVELOPER AWARDED PROJECI'S Clio Prowl No 101081 Revised J,inum 31. 2012 I 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 2i OUC,2' 19-2 MAIN rI::NANC'I•. BOND Pn: 2 of 3 Bond No. 3397 ISM NVI-1EREAS, Principal hinds itself to repair or reconstruct the Work in whole or in part upon receiving notice foul tide Developer �md/or City of the need thereof at any time within the Maintenance Period. NOW 1'HERFFOR1?, the condition ofthis obligation Is such that if' Principal shall remedy any defective Work, Im which timely notice was provided by Developer or City, to a completion satiskictory to the City, then this obligation shall become null ;ind void: otherwise to remain in ft.11l force <uld efleet. 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 tile Surety under this Maintenance Bond; and PROVIDED FURTIIER, that if any legal action be filed on this Bond, venue shall lie ill Tarrant County. "fcxtls OI- the United States District COIII-t for the Northern District of "Texas, Fort Worth I:)ivisi(1n: and PROVIDED FURTIMR, that this obligation shall be conttnU011S In nature and successive recoveries may be had hereon for successive breaches. CITY OF FORT W'OR"Il I STANDARD CI -I Y COND rIONS -- I)I;VELUPt:R A%VARI)t:t) PRO .IL-C' I"S Rr\1;ed Jomja=.v 31 2012 hleado%% Lakcs Phase If C'rty Proiccl No 144081 0062 19.3 YIAINTENAN(T 130NO Page 3 43 Bond No. 3 39738M I IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the 21 day of November , 2023. 3 5 6 7 8 9 10 ATTLW 1 12 13 ( in it ) etary Morgan Wolfe 14 I5 ` 16 17 18 AA 19e,L,)ess as tPr"Clim,ia 20 21 22 2.3 24 25 26 27 28 ATTEST: 29 30 4, 31 (Sure Sccr tr} Fri A. Carrino 32 .. 33 34 Witness as to Surety Gala Ilarris 35 PRINCIPAL.: INDEPWE,NT UTILITY CONfS4,gnaftl _ INC. BY: Richard Wolfe, President Name and Title Address: 5109 Sun Vallev Drive Fort Worth. 1'exas 76119 SURETY: WESTFIELD INSURANCE COMPANY BY: ignatu Kvle W. Sweenev. Attornev-in-Fact Name and Title Address: 955 Garden Park Drive. Suite 230 Allen, Texas 75013 Telephone Number: 972-516-2600 36 *Note: If signed by an officer of the Surety Company, there nrtlst be on file a certified extract 37 from the by-laws shoving that this person has authority to sign such obligation. If 38 Surety's physical address is different from its mailing address, both must be provided. 39 40 The date of the bond shall not be prior to the date the Contract is awarded. 41 CITY 01 POR I WOR I I I Meado%% Lakes Phase 11 S"I'ANih\ROC'I'll'CONI)filONS I)I.VI:LOP(:RAWARI)IiUPROJECTS Cm Project No I011081 Rcs ned )anuart 31. _01 2 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: 555 Republic Drive, Suite 450 Plano, Texas 75074-8848 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: Consur»erProtectioric tdi.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 Farmers 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 document. AVISO IMPORTANTE Para obtener informacion o para someter una queja: 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 tambien puede escribir a Westfield Insurance Company / Ohio Farmers Insurance Company: 555 Republic Drive, Suite 450 Plano, Texas 75074-8848 Puede comunicarse con el Departamento de Seguros de Texas para obtener informacion acerca de companias, coberturas, derechos o quelas al: 1-800-252-3439 Puede escribir al Departamento de Seguros de Texas- P. O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: http://vvww.tdi.state.tx.us E-mail: ConsumerProtection @tdi.state.tx.us DISPUTAS SOBRE PRIMAS O RECLAMOS: Si tiene una disputa concerniente a su prima o a un reclamo, debe comunicarse con el agente o Westfield Insurance Company / Ohio Farmers Insurance Company prirrnero. 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 09128123, FOR ANY PERSON OR PERSONS NAMED BELOW. General POWER NO. 4220052 06 Power Westfield Insurance Co. of Attorney Westfield National Insurance Co. Ohio Farmers Insurance Co. CERili=1ED COPY Westfield Center, Ohio Know Ali Men by 1`hese Presents, That WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, corporations, hereinafter referred to individually as a 'Cornpany" 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 Attorneys) -in -Fact, with full power and autl-fority 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 bind any of the Companies thereby as fully and to the same extent as if such bonds were signed by the President, sealed with the corporate seal of the applicable Company and duly attested by its Secretary, hereby ratifying and confirnning all that the said Attorneys) -in -Fact may do in the prer'ntses. 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 Cornpany 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 docurnents 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 13 attached." (Each adopted at a meeting held on February 8, 2000). In Witness Whereof, WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY have caused these presents to be signed by their National Surety Leader and Senior Executive and their corporate seals to be hereto affixed this 28th day of SEPTEMBER A.D., 2023 . c 01'p01'3tC ....... '••.,• "••. '••"" ''••. WESTFIELD INSURANCE COMPANY f• �Y41AA� !` Affixedti Sells\f �� rc`c ` -,' ��NSiUkz WESTFIELD NATIONAL INSURANCE COMPANY a, xx '�' _'- OHIO FARMERS INSURANCE COMPANY q_E �k' rs. Yam! v' 't j' = •.• 1848 � ••~' ...••,r' ?r � o'. •a ,�. ?fl+`-'("ems"1'i! t'..� � ,`'� �i A......•' �.,�� ••',. it r' State of Ohio By: f 3, County of Medina ss.: Gary W. tStumper, National -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 that he signed his name thereto by like order. Notar i ai ,.,........u.. , Seat •`•••a 1 A L Affixed State of Ohio �n ,r ti►,c� David A. Kotnik, Attorney at Law, Notary Public rtl► . County of Medina ss.: .y t , My Commission Does Not Expire (Sec. 147.03 Ohio Revised Code) 1, OF o 1, 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 stiff 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 area eflect. In Witness Whereof. I have: 1-'ereUntO Set Illy hand and affixed the seals of said Companies at Westfield Center, Ohio, this day of A.D., • ;IWSUk •' ° 4 Frank A. C:arrino, Secretary BPOAC2 (combined) (03-22) ACO ® CERTIFICATE OF LIABILITY Y INSURANCE DATE(MMIDD/YYYY)I 10/24/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT. If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER I NAME CONTACT Rebecca Mata The Sweeney Company PHONE 817} 4 57-6700 FAX (A/ No. Ext): I (A/C, No): {817} 457 7246 1121 E. Loop 820 South I E-MAIL Rebecca@ nY thesweee co.com ADDRESS: P O BOX 8720 I INSURER(S) AFFORDING COVERAGE NAIL N Fort Worth TX 76124-0720 I INSURER A: Arn Cas Co of Reading, PA I 20427 INSURED j INSURER B : Continental Casualty Cc I 20443 INDEPENDENT UTILITY CONSTRUCTION, INC. INSURER C : Continental Insurance Cc 35289 5109 SUN VALLEY DR I INSURER D : Texas Mutual Insurance Company 22945 IINSURER E FORT WORTH TX 76119 I INSURER F : COVERAGES CERTIFICATE NUMBER: 23-24 Genl REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HA`JE BEEN REDUCED BY PAID CLAIMS. INSR ADDL'SUBR LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER POLICY EFF POLICY EXP (MM/DD/YYYY) (MM/DDIYYYY) LIMITS X COMMERCIAL GENERAL LIABILITY 1,000,000 EACH OCCURRENCE S CLAIMS-MADE-MADEX OCCUR DAMAGE TO RENTED 1 O0,000 PREMISES (Ea occurrence) S X Contractual VIED ED EXP A X XCU 6076055350 (Any one oerson) S 10/31/2023 10/31/2024 PERSONAL &ADV INJURY 5 1,000,000 GEN'L.AGGREGATE LIMIT APPLIES PER'. PRO- r 1 POLICY IECT u t_OC I GENERAL AGGREGATE c, 2,000,000 2,000:000 I _ X OTFIER. $1,000 Ded per PD Occ. PRODUCTS COMPiOPAGG S i Employee Benefits S 1,000,000 AUTOMOBILE LIABILITY I COMBINED SINGLE LIMIT i S 1,000,000 ANYAUTO (Ea accident) BODILY INJURY (Per person) S B OWNED _ SCHEDULLD 6076055364 AUTOS ONLY AUTOS 10/31/2023 10/31/2024 I BODILY INJURY (Per accident) I S HIRED NON -OWNED AUTOS ONLY AU] OS ONLY PROPERTY DAMAGE c I (Per accident) UMBRELLA LIAR II X X OCCUR J EACIfOCCURRENCE I 3,000,000 C EXCESSLIAB CLAIMS -MADE 7063371403 S 10/31/2023 10/31/2024 I AGGREGATE 13,000,000 /�) RETLN LION S 10,000 DED Iv WORKERS ON PR AND EMPLOYEMPENSATIERL ABIL Y / N XI STATUTE I I ERH D '1NYPROPRIETOR/PAR'(NER/EXECUTIVE n OF, ICER/MEMBER EXCLUDED? N /A 0010713602 I E.L. EACH ACC]DENT I g 1,000,000 10/31/2023 10/31/2024 l (Mandatory in NH) -- I E.L. DISEASE - EA EMPLOYEE I S 1,OOQ000 If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT S 1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) City Project#: 104081, Project. Meadow Lakes Phase II. WC, GL. & auto include a blanket automatic waiver of subrogation endorsement & the GL, auto include a blanket automatic additional insured endorsement providing additional insured & waiver of subrogation status to the certificate holder only when there is a written contract between the named insured & the certificate holder that requires such Status. The additional insured endorsements contains special primary & noncontributory wording. Umbrella follows form. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN CITY OF FORT WORTH ACCORDANCE WITH THE POLICY PROVISIONS. 200 TEXAS ST AUTHORIZED REPRESENTATIVE FORT WOR-(I-I TX 76102 i ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD AC R ® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDIYYYY) 11/20/202.3 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsernent. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Rebecca Mata NAME: The Sweeney Company PHONE (817) 457-6700 I FAX (817) 457-7246 (A1C No. Ext): (A/C, No): 1121 E. Loop 820 South E-MAIL Rebecca@thesweeneyco.com ADDRESS. P 0 Box 8720 INSURER(S) AFFORDING COVERAGE NAIC tt Fort Worth TX 76124-0720 I INSURER A : Am Cas Cc of Reading, PA 20427 INSURED I INSURER B ; Continental Casualty Co 20443 INDEPENDENT UTILITY CONSTRUCTION, INC. I INSURER C : Continental Insurance Co 35289 5109 SUN VALLEY DR I INSURER D : Texas Mutual Insurance Company 22945 INSURER E : FORT WORTH TX 76119 I INSURER F : COVERAGES CERTIFICATE NUMBER: 23-24 Gen) REVISION NUMBER: THIS IS TO CERTIFY TI IAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMLNT'WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER (MM/DDIYYYY) (MMIDD/YYYY) LIMITS X COMMERC:AL GENERAL LIABILITY EACi I OCCURRENC S 1,000,000 I n DAMAGE 10 HEN I ED __! CLAIMS -MADE Ln� OCCUR I PREMISES (Ea occurrence) 100,000 X Contractual I MED EXP (Any one person) S 15,000 A X XCU 6076055350 10/31/2.023 10/31/2024 PERSONAL &ADVINJURY S .I,000,000 GEN'LAGGREGATE LIMIT APPLIES PER: I GENERAL AGGREGATE 2,000,000 � PRO- 2,000,000 POLICY I "I JECT LOC I PRODUCTS - COMP/OPAGG $ i< OTHER: $1,000 Ded per PD Occ. I Employee Benefits s 1,000,000 AUTOMOBILE LIABILITY I COMBINED 13INGLE LIMIT S 1,000,000 (Ea accident) X ANY AUTO BODILY INJURY (Per person) I $ GINNED SCHEDULED B AUTOS ONLY AUTOS 6076G55364 10/31!2.02.3 10/31/2024 I BODILY INJURY (Per accident) 15 HIRED NON-OVVNED I PROPERTY DAMAGE I $ AUTOS ONLY AUTOS ONLY (Per accident) I I� X UMBRELLA LIAR XI OCCUR I EACH OCCURRENCE S 3,000,000 C EXCESS LIAR CLAIMS -MADE 7063371403 10/31/2023 10/31/2.02.4 I AGGREGATE , S 3,000,000 IDED I XI RE"FENTION S 10,000 WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N D ANY PROPF?IETOR/PARTNERiEXECUTIVE OFFICER/MEMBER EXCLUDED? F N / A 001071 3602 (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below I$ XIPER STATUTE I OT I ER" E.L. EACHA.CCIDENT- 15 1,000.000 10!3 ? 12023 10l31 /2024 E.L. DISEASE - EA EMPLOYEE y 1,000:000 E.L. DISEASE -POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, rnay be attached if more space is required) City Project#: 104081, Project: Meadow Lakes Phase 11. WC, GL & auto include a blanket automatic waiver of subrogation endorsement & the GL, auto include a blanket automatic additional insured endorsement providing additional insured & waiver of subrogation status to the certificate holder only when there is a written contract between the named insured & the certificate holder that requires such status. The additional insured endorsements contains special primary & noncontributory wording. Umbrella follows form. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THL EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Elite Development and Construction, LLC. ACCORDANCE WITH THE POLICY PROVISIONS, 1521 Wagonwheel Dr. AUTHORIZED REPRESENTATIVE Keller TX 76248 1 � ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD VENUS CONSTRUCTION, INC. (WATER, SANITARY SEWER, DRAINAGE IMPROVEMENTS) CITY OF FORT WORTH MEADOW LAKES PHASE H STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT #104081 From 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. 104081. 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: Venus Construction, Inc. Company 1426 S. Main St. Address Mansfield, TX 76063 City/State/Zip THE STATE OF TEXAS COUNTY OF TARRANT By: Josh McAda (Please Print) Signature: 'yC President Title: (Please Print) BEFORE ME, the undersigned authority, on this day personally appeared Josh McAda , known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as the act and deed of Venus Construction Company for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this loth day of November 20 23 t/(XAJAA& G_/ Notary Public in and for e State of Texas END OF SECTION ,,�e�Hnru rrrrrr�� gA RE •��g N •PRY Pci O dZ ten: OF 2 A,. 869 •.• ' O 0712 1���•`°• 11111110" CITY OF FORT WORTH MEADOW LAKES PHASE l/ STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT #104081 Revised April, 2014 00 52 43- 1 AGREEMENT Page 1 of 4 SECTION 00 52 43 AGREEMENT THIS AGREEMENT, authorized on 11/20/23 is made by and between the Developer, ELITE DEVELOPMENT AND CONSTRUCTION, LLC, authorized to do business in Texas ("Developer"), and VENUS CONSTRUCTION, INC. . authorized to do business in Texas, acting by and through its duly authorized representative, ("Contractor"). 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: MEADOW LAKES PHASE II CITY PROJECT #104081 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 190 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 Five hundred Dollars ($ 500.00) 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 MEADOW LAKES PHASE H STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT #104081 Revised July 1, 2011 00 52 43- 2 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 two million seven hundred ninetv-six thousand three hundred sixtv-one dollars and 95/100 ($2,796,361.95). 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 3) State and Federal documents (project specific) b. Insurance ACORD Form(s) c. Payment Bond (DAP Version) d. Performance Bond (DAP Version) e. Maintenance Bond (DAP Version) f. Power of Attorney for the Bonds g. Worker's Compensation Affidavit h. MBE and/or SBE Commitment Form (If required) 3. Standard City General Conditions of the Construction Contract for Developer Awarded Projects. 4. Supplementary Conditions. 5. 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. 6. Drawings. 7. Addenda. 8. Documentation submitted by Contractor prior to Notice of Award. 9. The following which may be delivered or issued after the Effective Date of the Agreement and, if issued, become an incorporated part of the Contract Documents: a. Notice to Proceed. b. Field Orders. c. Change Orders. d. Letter of Final Acceptance. CITY OF FORT WORTH MEADOW LAKES PHASE I/ STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT #104081 Revised July 1, 2011 00 52 43- 3 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 sought were caused, in whole or in part, by anv act, omission or negligence of the citv. 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 operate and be effective even if it is alleged or proven that all or some of the damaLres being sought were caused, in whole or in part, by anv act, omission or negligence of the citv. Article 7. MISCELLANEOUS 7.1 Terms. Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of the Construction Contract for Developer Awarded Projects. 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 MEADOW LAKES PHASE H STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT #104081 Revised July 1, 2011 005243-4 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: Venus Construction, Inc. By: (Signature) Josh McAda (Printed Name) Title: Superintendent Company Name: Venus Construction, Inc. Address: 1426 S. Main St. City/State/Zip: Mansfield, TX 76063 11/20/23 Date CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Developer: ELITE DEVELOPMENT AND CONSTRUCTION, LLC By. I V (Si j(y(ature) John Shehata (Printed Name) Title: Company Name: ELITE DEVELOPMENT AND CONSTRUCTION, LLC Address: 1521 Wagonwheel Dr. City/State/Zip: Keller, TX 76248 11/20/23 Date MEADOW LAKES PHASE If CITY PROJECT #104081 0062 13- 1 PERFORMANCE BOND Page 1 of 2 Bond Number: CA 5362204 SECTION 00 62 13 PERFORMANCE BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That we, VENUS CONSTRUCTION, INC. 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, ELITE DEVELOPMENT AND CONSTRUCTION, LLC, authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation ("City"), in the penal sum of, two million seven hundred ninetv-six thousand three hundred sixtv-one dollars and 95/100 ($2,796,361.95), 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 23-0147; and WHEREAS, the Principal has entered into a certain written contract with the Developer awarded the 20 day of November , 2023 , 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 MEADOW LAKES PHASE II — COFW Proiect No. 104081 NOW, THEREFORE, the condition of this obligation is such that if the said Principal shall faithfully perform it obligations under the Contract and shall in all respects duly and faithfully perform the Work, including Change Orders, under the Contract, according to the plans, specifications, and contract documents therein referred to, and as well during any period of extension of the Contract that may be granted on the part of the Developer and/or City, then this obligation shall be and become null and void, otherwise to remain in full force and effect. CITY OF FORT WORTH MEADOW LAKES PHASE It STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CITY PROJECT #104081 Revised January 31, 2012 0062 13- 2 PERFORNIANCE BOND Page 2 of 2 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. 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 20 day of November .2023 . ATTEST: (Principal) Secretary Witness as to Principal ATTEST: (Surety) Secretary Melissa Pitts Witn s to Surety Jordan itts PRINCIPAL: VENUS CONSTRUCTION, INC. B Y: Signature Josh McAda, Superintendent Name and Title Address: 1426 S. Main St. Mansfield, TX 76063 SURETY: Great American Insurance Companv BY:�p/����" ! Signature Lloyd Ray Pitts ]r, Attorney -in -Fact Name and Title Address: 301 E 4th Street Cincinnati, OH 45202 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 MEADOW LAKES PHASE 11 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CITY PROJECT' y104081 Revised Januaq 31, 2012 0062 14- 1 PAYMENT BOND Page 1 of 2 Bond Number: CA 5362204 SECTION 00 62 14 PAYMENT BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That we, VENUS CONSTRUCTION, INC. 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, ELITE DEVELOPMENT AND CONSTRUCTION. LLC , authorized to do business in Texas "(Developer"), and the City of Fort Worth, a Texas municipal corporation ("City"), in the penal sum of two million seven hundred ninetv-six thousand three hundred sixtv-one dollars and 95/100 ($2,796,361.95), 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 23-0147 ; and WHEREAS, Principal has entered into a certain written Contract with Developer, awarded the 20 day of November , 2023 , 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 MEADOW LAKES PHASE II — COFW Proiect No. 104081 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 MEADOW LAKES PHASE II STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CITY PROJECT #104081 Revised January 31, 2012 0062 W- 2 PAYMENTBOND Page 2 ol'2 This bond is made and executed in compliance with the provisions of Chapter 2253 of the Texas Government Cade, 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 20 day of November 2023 . I (Principal) Secretary Witness as to Principal ATTEST: TK&6�� (Surety) Secretary Melissa Pitts Witness a.• urety Jo rdan4Itts PRINCIPAL: VENUS CONSTRUCTION, INC. BY: Signature Josh McAda, Superintendent Name and Title Address: 1426 S. Main St. Mansfield, TX 76063 SURETY: Great American Insurance Companv BY., Signature Lloyd Kay Pitts Jr, Attorney -in -Fact Name and Title Address: 301 E 4th Street Cincinnati, OH 45202 Telephone Number: 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 MEADOW LAKES PHASE 11 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CITY PROJECT #104081 Revised January 31, 2012 GREAT AMERICAN INSURANCE COMPANY® Administrative Office: 301 E 4TH STREET • CINCINNATI, OHIO 45202 • 513-369-5000 • FAX 513-723-2740 The number of persons authorized by this power of attorney is not more than TWO No.0 20935 POWER OFATTORNEY 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 more than one is named, its true and lawful attorney -in -fact, for it and in its name, place and stead to execute on behalf of the said Company, as surety, any and all bonds, undertakings and contracts of suretyship, or other written obligations in the nature thereof provided that the liability of the said Company on any such bond, undertaking or contract of suretyship executed under this authority shall not exceed the limit stated below. Name Address Limit of Power LLOYD RAY PITTS, JR. BOTH OF BOTH WILLIAM D. BIRDSONG DALLAS, TEXAS $100,000,000 This Power of Attorney revokes all previous powers issued on behalf of the attomey(s)-in-fact named above. IN WITNESS WHEREOF the GREATAMERICAN INSURANCE COMPANY has caused these presents to be signed and attested by its appropriate officers and its corporate seal hereunto affixed this 10TH day of DECEMBER 1 2020 :Attest GREATAMERICAN INSURANCE COMPANY . •v Assistant Secrelary Divisional Senior rice President STATE OF OHIO, COUNTY OF HAMILTON - ss: MARK viCARio (877-377-2405) On this 10TH day of DECEMBER 2020 , before me personally appeared MARK VICARIO, tome known, being duly swom, deposes and says that he resides in Cincinnati, Ohio, that he is a Divisional Senior Vice President of the Bond Division of Great American Insurance Company, the Company described in and which executed the above instrument; that he knows the seal of the said Company; that the seal affixed to the said instrument is such corporate seal; that it was so affixed by authority of his office under the By -Laws of said Company, and that he signed his name thereto by like authority. SUSAN A KOHORST Notary Public State of Ohio '+ My Comm. Expires May 18, 2025 This Power ofAttomey is granted by authority of the following resolutions adopted by the Board of Directors of Great American Insurance Company by unanimous written consent dated June 9, 2008. RESOLVED: That the Divisional President, the several Divisional Senior Vice Presidents, Divisional Irce Presidents and Divisonal Assistant Vice Presidents, or any one of theln, be and hereby is authorized, fioin time to time, to appoint one or more Attorneys -in -Fact to execute on behalf of the Company, as surety, any and all bonds, undertakings and contracts ofsuretyship, or other ivritten obligations in the nature thereof,• to prescribe their respective duties and the respective limits of their authority; and to revoke any such appointnent at any time. RESOLVED FURTHER: That the Conipanv seal and the signature of any of the aforesaid officers and any Secretary or Assistant Secretary of the Company nray be affixed by facsimile to any poirer of attorney or certificate of either given for the execution of arty bond, undertaking, contract of surel)rship, or other written obligation in the nature thereof, such signature and seal ivhen 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 affixed CERTIFICATION I, STEPHEN C. BERAHA, Assistant Secretary of Great American Insurance Company, do hereby certify that the foregoing Power of Attorney and the Resolutions of the Board of Directors of June 9, 2008 have not been revoked and are now in full force and effect. Signed and sealed this day of As.cis'lant Secrelary S1029AH (03/20) Great American insurance Company of New York GREA'IAMERIcAN 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 tnay 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: 1-858-290-3706 Telephone: 1-513-369-5091 Email: boridelaims@gaic.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 (10116) 0062 19- 1 MAINTENANCE BOND Page I of 3 Bond Number: CA 5362204 SECTION 00 62 19 MAINTENANCE BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That we VENUS CONSTRUCTION, INC. 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, ELITE DEVELOPMENT AND CONSTRUCTION, LLC , authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation ("City"), in the sum of two million seven hundred ninety-six thousand three hundred sixtv-one dollars and 95/100 ($2,796.361.95), 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 23-0147 ; and WHEREAS, the Principal has entered into a certain written contract with the Developer awarded the 20 day of November 2023 , 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 MEADOW LAKES PHASE II — COFW Proiect No. 104081, 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 MEADOW LAKES PHASE II STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CITY PROJECT #] 04081 Revised January 31, 2012 0062 19- 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 MEADOW LAKES PHASE II STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CITY PROJECT #104081 Revised January 31, 2012 0062 19.3 MAINTENANCE BOND Page ol'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 20 day of November ,2023 . Witness as to Principal ATTEST: (Surety) Secretary Melissa Pitts Witne,toglio Surety Jordan Pitts PRINCIPAL: VENUS CONSTRUCTION, INC. E Y; � (n , ``� Signature Josh McAda, Superintendent Name and Title Address: 1426 S. Main St. Mansfield, TX 76063 SURETY: Great American Insurance Company BY: Signature Lloyd Ray Pitts Jr, Attorney -in -Pact Name and Title Address: 301 E 4th Street Cincinnati, OH 45202 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. END OF SECTION CITY OF FORT WORTH MEADOW LAKES PHASE 11 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CITY PROJECT RI04081 Rcvised January 31, 2012 GREAT AMERICAN INSURANCE COMPANY® Administrative Office: 301 E 4TH STREET • CINCINNATI, OHIO 45202 • 513-369-5000 • FAX 513-723-2740 The number of persons authorized by this power of attorney is not more than TWO POWER OFATTORNEY No.0 20935 KNOW ALL MEN BY THESE PRESENTS: That the GREAT AMERICAN INSURANCE COMPANY, a corporation organized and existing under and by virtue of the laws of the State of Ohio, does hereby nominate, constitute and appoint the person or persons named below, each individually if more than one is named, its true and lawful attorney -in -fact, for it and in its name, place and stead to execute on behalf of the said Company, as surety, any and all bonds, undertakings and contracts of suretyship, or other written obligations in the nature thereof provided that the liability of the said Company on any such bond, undertaking or contract of suretyship executed under this authority shall not exceed the limit stated below. Name Address Limit of Power LLOYD RAY PITTS, JR. BOTH OF BOTH WILLIAM D. BIRDSONG DALLAS, TEXAS $100,000,000 This Power of Attorney revokes all previous powers issued on behalf of the attomey(s)-in-fact named above. IN WITNESS WHEREOF the GREATAMERICAN INSURANCE COMPANY has caused these presents to be signed and attested by its appropriate officers and its corporate seal hereunto affixed this 10TH day of DECEMBER 1 2020 Attest GREAT AMERICAN INSURANCE COMPANY Assistant Secretary Divisional Senior rice President STATE OF OHIO, COUNTY OF HAMILTON - ss: MARK wCARiO (877-377-2405) On this 10TH day of DECEMBER 2020 , 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 n � Notary Public State of Ohio ° My Comm. Expires W May 18, 2025 This Power ofAttomey is granted by authority of the following resolutions adopted by the Board of Directors of Great American Insurance Company by unanimous written consent dated June 9, 2008. RESOLVED: That the Divisional President, the several Divisional Senior Vice Presidents, Divisional rice Presidents and Divisonal Assistant Vice Presidents, or any one of them, be and hereby is awhorized,,/i•om time to time, to appoint one or more Attorneys -in -Fact to execute on behalf of the Company, as suet}; any and all bolds, undertakings and contracts oj'su et)rship, or other written obligations in the nature thereof to prescribe thew respective duties and the respective limits af'their authority; and to revoke any such appointment at any time. RESOLVED FURTHER: That the Companv seal and the signature of any of the aforesaid officers and any Secretary or Assistant Secretary of the Company may be affixed by facsimile to any power of attorney or certificate of either given far the execution of any bond undertaking, contract of suretyship, or other written obligation in the nature thereof, such signature and seal when so used being hereby adopted by the Company as the original signature ofsuch officer and the original seal of the Company, to be valid and binding upon the Company with the same force and effect as though manually of :ed. CERTIFICATION 1, STEPHEN C. BERAHA, Assistant Secretary of Great American Insurance Company, do hereby certify that the foregoing Power of Attorney and the Resolutions of the Board of Directors of June 9, 2008 have not been revoked and are now in full force and effect. Signed and sealed this day of 4e'— ASSiSI(117f Secrelnrr S1029AH (03/20) ,._.,-- 7 Great American Insurance Company of New York GR.EATAmERfCAN 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: 1-512490-1007 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@gaic,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. 1-.9667A (10116) STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS CITY OF FORT WORTH MEADOW LAKES PHASE 11 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CITY PROJECT #104081 Revised: January 10, 2013 STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS TABLE OF CONTENTS Page Article 1 — Definitions and Terminology............................................................................................................1 1.01 Defined Terms...............................................................................................................................1 1.02 Terminology.................................................................................................................................. 5 Article2 — Preliminary Matters........................................................................................................................... 6 2.01 Before Starting Construction......................................................................................................... 6 2.02 Preconstruction Conference.......................................................................................................... 6 2.03 Public Meeting.............................................................................................................................. 6 Article 3 — Contract Documents and Amending................................................................................................. 6 3.01 Reference Standards......................................................................................................................6 3.02 Amending and Supplementing Contract Documents................................................................... 6 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 MEADOW LAKES PHASE II STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS CITY PROJECT #104081 Revised: January 10, 2013 5.18 Indemnification........................................................................................................................... 24 5.19 Delegation of Professional Design Services...............................................................................24 5.20 Right to Audit: ............................................................................................................................. 25 5.21 Nondiscrimination.......................................................................................................................25 Article 6 — Other Work at the Site......... 6.01 Related Work at Site ....... ....... 26 ....... 26 Article 7 — City's Responsibilities....................................................................................................................26 7.01 Inspections, Tests, and Approvals................................................................................................... 26 7.02 Limitations on City's Responsibilities........................................................................................26 7.03 Compliance with Safety Program...............................................................................................27 Article 8 — City's Observation Status During Construction..............................................................................27 8.01 City's Project Representative......................................................................................................27 8.02 Authorized Variations in Work...................................................................................................27 8.03 Rejecting Defective Work...................................................................................................... 27 8.04 Determinations for Work Performed..........................................................................................28 Article 9 — Changes in the Work ................................. 9.01 Authorized Changes in the Work.......... 9.02 Notification to Surety ............................ Article 10 — Change of Contract Price; Change of Contract Time................................................................... 28 1001 Change of Contract Price............................................................................................................28 10.02 Change of Contract Time............................................................................................................28 1003 Delays.......................................................................................................................................... 28 Article 11 — Tests and Inspections; Correction, Removal or Acceptance of Defective Work ......................... 29 1101 Notice of Defects........................................................................................................................29 1102 Access to Work...........................................................................................................................29 1103 Tests and Inspections.................................................................................................................. 29 1104 Uncovering Work.................................................................................................................. 30 11.05 City May Stop the Work............................................................................................................. 30 1106 Correction or Removal of Defective Work............................................................................ 30 1107 Correction Period........................................................................................................................30 1108 City May Correct Defective Work............................................................................................. 31 Article12 — Completion.................................................................................................................................... 32 12.01 Contractor's Warranty of Title....................................................................................................32 1202 Partial Utilization........................................................................................................................ 32 12.03 Final Inspection...........................................................................................................................32 1204 Final Acceptance.........................................................................................................................33 Article 13 — Suspension of Work 13.01 City May Suspend Work.. 33 33 Article14 — Miscellaneous................................................................................................................................ 34 1401 Giving Notice.............................................................................................................................. 34 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 MEADOW LAKES PHASE II CITY PROJECT #104081 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 MEADOW LAKES PHASE II STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS CITY PROJECT #104081 Revised: January 10, 2013 00 73 10-1 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Paget 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 orforms. 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 recordedplat. 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 MEADOW LAKES PHASE II STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS CITY PROJECT #104081 Revised: January 10, 2013 00 73 10- 2 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 2 of 35 b. Attachments to the Agreement i. Bid Form ii. Vendor Compliance with State Law Non -Resident Bidder iii. Prequalification Statement C. Current Prevailing Wage Rates Table (if required by City) d. Insurance Accord Form e. Payment Bond f. Performance Bond g. Maintenance Bond h. Power of Attorney for Bonds i. Workers Compensation Affidavit j. MWBE Commitment Form( If required by City) k. General Conditions 1. Supplementary Conditions M. The Standard City Conditions n. Specifications specifically made part of the Contract Documents by attachment, if not attached, as incorporated by reference and described in the Table of Contents of the Project's Contract Documents 0. 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. H. 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 MEADOW LAKES PHASE 11 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CITY PROJECT # 104081 Revised: January 10, 2013 00 73 10- 3 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 3 of 35 16. Final Inspection — Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 17. General Requirements —A part of the Contract Documents between the Developer and a Contractor. 18. Laws and Regulations Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 19. Liens —Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 20. Milestone —A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 21. Non -Participating Change Order —A document, which is prepared for and reviewed by the City, which is signed by Contractor, and Developer, and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of theAgreement. 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 theAgreement. 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 MEADOW LAKES PHASE II STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS CITY PROJECT #104081 Revised: January 10, 2013 00 73 10- 4 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 4 of 35 30. Schedule of Submittals —A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 31. Site —Lands or areas indicated in the Contract Documents as being furnished by City or Developer upon which the Work is to be performed, including rights -of -way, permits, and easements for access thereto, and such other lands furnished by City or Developer which are designated for the use of Contractor. 32. Specifications —That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 33. Standard City Conditions — That part of the Contract Documents setting forth requirements of the City. 34. Subcontractor An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. 35. Submittals —All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 36. Superintendent — The representative of the Contractor who is available at all times and able to receive instructions from the City andlor Developer and to act for the Contractor. 37. Supplementary Conditions —That part of the Contract Documents which amends or supplements the General Conditions. 38. Supplier —A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 39. Underground Facilities —All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 40. Weekend Working Hours — Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. CITY OF FORT WORTH MEADOW LAKES PHASE II STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS CITY PROJECT #104081 Revised: January 10, 2013 00 73 10- 5 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 5 of 35 41. Work —The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Participating Change Order, Non -Participating Change Order, or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 42. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.B through D are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Defective: 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to City's written acceptance. C. Furnish, Install, Perform, Provide: 1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or the word "Supply," or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. D. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. CITY OF FORT WORTH MEADOW LAKES PHASE II STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS CITY PROJECT #104081 Revised: January 10, 2013 00 73 10- 6 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 6 of 35 ARTICLE 2 — PRELIMINARY MATTERS 2.01 Before Starting Construction Baseline Schedules: Submit to City in accordance with the Contract Documents, and prior to starting the Work. New schedules will be submitted to City when Participating Change Orders or Non - Participating Change Orders occur. 2.02 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.03 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor attending the Public Meeting as scheduled by the City. ARTICLE 3 — CONTRACT DOCUMENTS AND AMENDING 3.01 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.02 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Participating Change Order or a Non - Participating Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized, by one or more of the following ways: 1. A Field Order; CITY OF FORT WORTH MEADOW LAKES PHASE II STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS CITY PROJECT #104081 Revised: January 10, 2013 00 73 10- 7 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 7 of 35 1. City's or Engineer's review of a Submittal (subject to the provisions of Paragraph 5.16.C); or 2. City's written interpretation or clarification. ARTICLE 4 — BONDS AND INSURANCE 4.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverage so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided Section 4.04. 4.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds in the name of Developer and City, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in the name of Developer and City in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney -in -fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney -in -fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 4.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 4.01 and4.02.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 MEADOW LAKES PHASE II STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS CITY PROJECT #104081 Revised: January 10, 2013 00 73 10- 8 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 8 of 35 1. The certificate of insurance shall document the City, an as "Additional Insured" on all liability policies. 2. The Contractor's general liability insurance shall include a, "per project" or "per location" endorsement, which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property & Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers' compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required, written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in these Standard City Conditions. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor's obligation to maintain such lines of insurance coverage. 6. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. 7. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If coverage is underwritten on a claims -made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims -made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 8. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 9. Any self -insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In CITY OF FORT WORTH MEADOW LAKES PHASE II STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS CITY PROJECT #104081 Revised: January 10, 2013 00 73 10- 9 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 9 of 35 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. 10. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a first - dollar basis, must be acceptable to and approved by the City. 11. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage's and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 12. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either party or the underwriter on any such policies. 13. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 4.04 Contractor's Insurance A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers' Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers' Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees. 3. The limits of liability for the insurance shall provide the following coverages for not less than the following amounts or greater where required by Laws and Regulations a. Statutory limits b. Employer's liability CITY OF FORT WORTH MEADOW LAKES PHASE II STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS CITY PROJECT #104081 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. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project 2. Contractor's Liability Insurance under this Section which shall be on a per project basis covering the Contractor with minimum limits of: a. $1,000,000 each occurrence b. $2,000,000 aggregate limit 3. The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the General Aggregate Limits apply separately to each job site. 4. The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto", defined as autos owned, hired and non -owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. 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 MEADOW LAKES PHASE II STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS CITY PROJECT #104081 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: 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 MEADOW LAKES PHASE II STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS CITY PROJECT #104081 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 repairwork 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 MEADOW LAKES PHASE II STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS CITY PROJECT #104081 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 MEADOW LAKES PHASE II STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS CITY PROJECT #104081 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 byparticipating 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 MEADOW LAKES PHASE II STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS CITY PROJECT #104081 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 MEADOW LAKES PHASE II STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS CITY PROJECT #104081 Revised: January 10, 2013 00 73 10-16 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 16 of 35 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 5.05.A.2. C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 5.05.A and 5.05.B. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or -equal" or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an "or -equal." City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 5.05.A.2 and 5.05.B. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or -equal" at Contractor's expense. G. Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Participating Change Order. 5.06 Pre -Qualification of Bidders (Prime Contractors and Subcontractors) A. The Contractor and any subcontractors are required to be prequalified for the work types requiring pre -qualification 5.07 Concerning Subcontractors, Suppliers, and Others A. Minority and Women Owned Business Enterprise Compliance: CITY OF FORT WORTH MEADOW LAKES PHASE II STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS CITY PROJECT #104081 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 MEADOW LAKES PHASE II STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS CITY PROJECT #104081 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. M 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 IIth 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 MEADOW LAKES PHASE II STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS CITY PROJECT #104081 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 OtherAreas A. Limitation on Use of Site and OtherAreas: 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 MEADOW LAKES PHASE II STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS CITY PROJECT #104081 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 theDamage 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 endangerit. 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 MEADOW LAKES PHASE II STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS CITY PROJECT #104081 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 MEADOW LAKES PHASE II STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS CITY PROJECT #104081 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 Paragraph5.16.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: 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 MEADOW LAKES PHASE II STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS CITY PROJECT #104081 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 0133 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 causedby: 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 finalpayment; 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 MEADOW LAKES PHASE II STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS CITY PROJECT #104081 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 ofactions. 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 MEADOW LAKES PHASE II STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS CITY PROJECT #104081 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 Cityfunds 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 MEADOW LAKES PHASE II STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS CITY PROJECT #104081 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 MEADOW LAKES PHASE II STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS CITY PROJECT #104081 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 MEADOW LAKES PHASE II STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS CITY PROJECT #104081 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 anticipatedproject. CITY OF FORT WORTH MEADOW LAKES PHASE II STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS CITY PROJECT #104081 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 anegative result and require a retest. CITY OF FORT WORTH MEADOW LAKES PHASE II STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS CITY PROJECT #104081 Revised: January 10, 2013 00 73 10- 30 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 30 of 35 3. Any amounts owed for any retest under this Section 11.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Developer/Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue a letter of Final Acceptance until the Testing Lab is Paid E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. 11.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City's observation and replaced at Contractor's expense. 11.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 11.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 11.06 or Paragraph 11.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any, on said Work. 11.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract CITY OF FORT WORTH MEADOW LAKES PHASE II STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS CITY PROJECT #104081 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 MEADOW LAKES PHASE II STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS CITY PROJECT #104081 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 MEADOW LAKES PHASE II STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS CITY PROJECT #104081 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 MEADOW LAKES PHASE II STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS CITY PROJECT #104081 Revised: January 10, 2013 00 73 10- 34 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 34 of 35 available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. ARTICLE 14 — MISCELLANEOUS 14.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the otherparty. 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 MEADOW LAKES PHASE II STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS CITY PROJECT #104081 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 MEADOW LAKES PHASE II STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS CITY PROJECT #104081 Revised: January 10, 2013 011100-1 SUMMARY OF WORK SECTION 011100 SUMMARY OF WORK GENERAL SUMMARY A. Section Includes: Page 1 of 3 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 MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CITY PROJECT #104081 Revised December 20, 2012 011100-2 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. 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 MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CITY PROJECT #104081 Revised December 20, 2012 011100-3 SUMMARY OF WORK Page 3 of 3 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 CITY OF FORT WORTH MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CITY PROJECT #104081 Revised December 20, 2012 012500-1 DAP SUBSTITUTION PROCEDURES Page 1 of 4 SECTION 0125 00 SUBSTITUTION PROCEDURES PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. The procedure for requesting the approval of substitution of a product that is not equivalent to a product which is specified by descriptive or performance criteria or defined by reference to 1 or more of the following: a. Name of manufacturer b. Name of vendor c. Trade name d. Catalog number 2. Substitutions are not "or -equals". B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Request for Substitution - General 1. Within 30 days after award of Contract (unless noted otherwise), the City will consider formal requests from Contractor for substitution of products in place of those specified. 2. Certain types of equipment and kinds of material are described in Specifications by means of references to names of manufacturers and vendors, trade names, or catalog numbers. a. When this method of specifying is used, it is not intended to exclude from consideration other products bearing other manufacturer's or vendor's names, trade names, or catalog numbers, provided said products are "or -equals," as determined by City. 3. Other types of equipment and kinds of material may be acceptable substitutions under the following conditions: a. Or -equals are unavailable due to strike, discontinued production CITY OF FORT WORTH MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CITY PROJECT #104081 Revised August 30, 2013 012500-2 DAP SUBSTITUTION PROCEDURES Page 2 of 4 of products meeting specified requirements, or other factors beyond control of Contractor; or, 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 CITY OF FORT WORTH MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CITY PROJECT #104081 Revised August 30, 2013 012500-3 DAP SUBSTITUTION PROCEDURES Page 3 of 4 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. 4. Substitution will be rejected if: a. Submittal is not through the Contractor with his stamp of approval b. Request is not made in accordance with this Specification Section c. In the Developer's opinion, acceptance will require substantial revision of the original design d. In the City's or Developer's opinion, substitution will not perform adequately the function consistent with the design intent 1.6 ACTION SUBMITTALSANFORMATIONAL 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 MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CITY PROJECT #104081 Revised August 30, 2013 EXHIBIT A REQUEST FOR SUBSTITUTION FORM: TO: 012500-4 DAP SUBSTITUTION PROCEDURES Page 4 of 4 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 as noted Firm Address Date Telephone For Use by City: Approved City Recommended _Recommended Not recommended Received late By: Date: Remarks: Date: Rejected CITY OF FORT WORTH MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CITY PROJECT #104081 Revised August 30, 2013 SECTION 013119 PRECONSTRUCTION MEETING PART 1—GENERALPREV 1.1 SUMMARY A. Section Includes: 013119-1 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. 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 e. Other City representatives CITY OF FORT WORTH MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITY PROJECT #104081 Revised August 30, 2013 01 31 19 - 2 PRECONSTRUCTION MEETING Page 2 of 3 f. Others as appropriate 4. Preliminary Agenda may include: a. Introduction of Project Personnel b. General Description of Project c. Status of right-of-way, utility clearances, easements, or other pertinent permits d. Contractor's work plan and schedule e. Contract Time f. Notice to Proceed g. Construction Staking h. Progress Payments i. Extra Work and Change Order Procedures j. Field Orders k. Disposal Site Letter for Waste Material 1. Insurance Renewals m. Payroll Certification n. Material Certifications and Quality Control Testing o. Public Safety and Convenience p. Documentation of Pre -Construction Conditions q. Weekend Work Notification r. Legal Holidays s. Trench Safety Plans t. Confined Space Entry Standards u. Coordination with the City's representative for operations of existing water systems v. Storm Water Pollution Prevention Plan w. Coordination with other Contractors x. Early Warning System y. Contractor Evaluation z. Special Conditions applicable to the project aa. Damages Claims bb. Submittal Procedures cc. Substitution Procedures dd. Correspondence Routing ee. Record Drawings ff. Temporary construction facilities gg. MBE/SBE procedures hh. Final Acceptance ii. Final Payment J. Questions or Comments CITY OF FORT WORTH MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITY PROJECT #104081 Revised August 30, 2013 013119-3 PRECONSTRUCTION MEETING Page 3 of 3 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 CITY OF FORT WORTH MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITY PROJECT #104081 Revised August 30, 2013 013233-1 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 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] CITY OF FORT WORTH MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITY PROJECT #104081 Revised August 30, 2013 01 32 33 - 2 PRECONSTRUCTION VIDEO Page 2 of 2 PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITY PROJECT #104081 Revised August 30, 2013 SECTION 0133 00 DAP SUBMITTALS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 013300-1 DAP SUBMITTALS Page 1 of 7 1. General methods and requirements of submissions applicable to the following Work - related submittals: a. Shop Drawings b. Product Data (including Standard Product List submittals) c. Samples d. Mock Ups B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Notify the City in writing, at the time of submittal, of any deviations in the submittals from the requirements of the Contract Documents. 2. Coordination of Submittal Times a. Prepare, prioritize and transmit each submittal sufficiently in advance of performing the related Work or other applicable activities, or within the time specified in the individual Work Sections, of the Specifications. b. Contractor is responsible such that the installation will not be delayed by processing times including, but not limited to: a) Disapproval and resubmittal (if required) b) Coordination with other submittals c) Testing d) Purchasing e) Fabrication f) Delivery 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 MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS CITY PROJECT #104081 Revised August 30, 2013 013300-2 DAP SUBMITTALS Page 2 of 7 d. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Submittal Numbering 1. When submitting shop drawings or samples, utilize a 9-character submittal cross- reference identification numbering system in the following manner: a. Use the first 6 digits of the applicable Specification Section Number. b. For the next 2 digits number use numbers 01-99 to sequentially number each initial separate item or drawing submitted under each specific Section number. c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical submittal number would be as follows: 03 30 00-08-B 1) 03 30 00 is the Specification Section for Concrete 2) 08 is the eighth initial submittal under this Specification Section 3) B is the third submission (second resubmission) of that particular shop drawing C. Contractor Certification 1. Review shop drawings, product data and samples, including those by subcontractors, prior to submission to determine and verify the following: a. Field measurements b. Field construction criteria c. Catalog numbers and similar data d. Conformance with the Contract Documents 2. Provide each shop drawing, sample and product data submitted by the Contractor with a Certification Statement affixed including: a. The Contractor's Company name b. Signature of submittal reviewer c. Certification Statement 1) `By this submittal, I hereby represent that I have determined and verified field measurements, field construction criteria, materials, dimensions, catalog numbers and similar data and I have checked and coordinated each item with other applicable approved shop drawings." D. Submittal Format 1. Fold shop drawings larger than 81/2 inches x 11 inches to 81/2 inches x 1 linches. 2. Bind shop drawings and product data sheets together. 3. Order a. Cover Sheet 1) Description of Packet 2) Contractor Certification b. List of items / Table of Contents c. Product Data /Shop Drawings/Samples /Calculations E. Submittal Content 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTH MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS CITY PROJECT #104081 Revised August 30, 2013 013300-3 DAP SUBMITTALS Page 3 of 7 2. The Project title and number 3. Contractor identification 4. The names of: a. Contractor b. Supplier c. Manufacturer 5. Identification of the product, with the Specification Section number, page and paragraph(s) 6. Field dimensions, clearly identified as such 7. Relation to adjacent or critical features of the Work or materials 8. Applicable standards, such as ASTM or Federal Specification numbers 9. Identification by highlighting of deviations from Contract Documents 10. Identification by highlighting of revisions on resubmittals 11. An 8-inch x 3-inch blank space for Contractor and City stamps F. Shop Drawings 1. As specified in individual Work Sections includes, but is not necessarily limited to: a. Custom -prepared data such as fabrication and erection/installation (working) drawings b. Scheduled information c. Setting diagrams d. Actual shopwork manufacturing instructions e. Custom templates f. Special wiring diagrams g. Coordination drawings h. Individual system or equipment inspection and test reports including: 1) Performance curves and certifications i. As applicable to the Work 2. Details a. Relation of the various parts to the main members and lines of the structure b. Where correct fabrication of the Work depends upon field measurements 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 CITY OF FORT WORTH MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS CITY PROJECT #104081 Revised August 30, 2013 013300-4 DAP SUBMITTALS Page 4 of 7 6) Product photographs 7) Standard wiring diagrams 8) Printed performance curves and operational -range diagrams 9) Production or quality control inspection and test reports and certifications 10) Mill reports 11) Product operating and maintenance instructions and recommended spare -parts listing and printed product warranties 12) As applicable to the Work H. Samples 1. As specified in individual Sections, include, but are not necessarily limited to: a. Physical examples of the Work such as: 1) Sections of manufactured or fabricated Work 2) Small cuts or containers of materials 3) Complete units of repetitively used products color/texture/pattern swatches and range sets 4) Specimens for coordination of visual effect 5) Graphic symbols and units of Work to be used by the City for independent inspection and testing, as applicable to the Work I. Do not start Work requiring a shop drawing, sample or product data nor any material to be fabricated or installed prior to the approval or qualified approval of such item. 1. Fabrication performed, materials purchased or on -site construction accomplished which does not conform to approved shop drawings and data is at the Contractor's risk. 2. The City will not be liable for any expense or delay due to corrections or remedies required to accomplish conformity. 3. Complete project Work, materials, fabrication, and installations in conformance with approved shop drawings, applicable samples, and product data. J. Submittal Distribution 1. Electronic Distribution a. Confirm development of Project directory for electronic submittals to be uploaded to City's Buzzsaw site, or another external FTP site approved by the City. b. Shop Drawings 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals b) If Contractor requires more than 1 hard copy of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. c. Product Data 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals d. Samples 1) Distributed to the Project Representative 2. Hard Copy Distribution (if required in lieu of electronic distribution) CITY OF FORT WORTH MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS CITY PROJECT #104081 Revised August 30, 2013 013300-5 DAP SUBMITTALS Page 5 of 7 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. 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 MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS CITY PROJECT #104081 Revised August 30, 2013 013300-6 DAP SUBMITTALS Page 6 of 7 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) Reuubmittal 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 MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS CITY PROJECT #104081 Revised August 30, 2013 013300-7 DAP SUBMITTALS Page 7 of 7 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 If specifically required in other Sections of these Specifications, submit a P.E. Certification for each item required. N. Request for Information (RFI) 1. Contractor Request for additional information a. Clarification or interpretation of the contract documents b. When the Contractor believes there is a conflict between Contract Documents c. When the Contractor believes there is a conflict between the Drawings and Specifications 1) Identify the conflict and request clarification 2. Sufficient information shall be attached to permit a written response without further information. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION 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 12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days CITY OF FORT WORTH MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS CITY PROJECT #104081 Revised August 30, 2013 013513-1 DAP SPECIAL PROJECT PROCEDURES SECTION 0135 13 SPECIAL PROJECT PROCEDURES PART 1 - 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 1. (Coordination with North Central Texas Council of Governments Clean Construction Specification [remove if not required]] 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 MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS CITY PROJECT #104081 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 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 0131 13 E. Water Department Coordination 1. 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 MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS CITY PROJECT #104081 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 1. 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 3) Date of the interruption of service 4) Period the interruption will take place CITY OF FORT WORTH MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS CITY PROJECT #104081 Revised August, 30, 2013 013513-4 DAP SPECIAL PROJECT PROCEDURES Page 4 of 7 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) 1. 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. 2. 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. L. [Coordination with North Central Texas Council of Governments (NCTCOG) Clean Construction Specification [if required for the project] 1. Comply with equipment, operational, reporting and enforcement requirements set forth in NCTCOG's Clean Construction Specification. } CITY OF FORT WORTH MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS CITY PROJECT #104081 Revised August, 30, 2013 013513-5 DAP SPECIAL PROJECT PROCEDURES Page 5 of 7 1.4 SUBMITTALS [NOT USED] 1.5 ACTION SUBMITTALSANFORMATIONAL 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 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 MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS CITY PROJECT #104081 Revised August, 30, 2013 013513-6 DAP SPECIAL PROJECT PROCEDURES Page 6 of 7 1 *14 111 1111 lF.1 (To be printed on Contractor's Letterhead) Date: CPN No.: Project Name: Mapsco Location: Limits of Construction: NOTICE OF CONSTRUCTION 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 MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS CITY PROJECT #104081 Revised August, 30, 2013 013513-7 DAP SPECIAL PROJECT PROCEDURES Page 7 of 7 1W4I,I111110 3 FORT WORTH DOE 110. 7C][7C][ Project Marne: NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT -OUT, PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, ,CONTRACTOR CITY OF FORT WORTH MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS CITY PROJECT #104081 Revised August, 30, 2013 014523-1 DAP TESTING AND INSPECTION SERVICES Page 1 of 2 SECTION 0145 23 TESTING AND INSPECTION SERVICES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Testing and inspection services procedures and coordination B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 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 City's document management system, or another form of distribution approved by the City. 2) Upload test reports to designated project directory and notify appropriate City representatives via email of submittal posting. CITY OF FORT WORTH MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITY PROJECT #104081 Revised March 20, 2020 014523-2 DAP TESTING AND INSPECTION SERVICES Page 2 of 2 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 MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITY PROJECT #104081 Revised March 20, 2020 015000-1 DAP TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 SECTION 0150 00 TEMPORARY FACILITIES AND CONTROLS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Provide temporary facilities and controls needed for the Work including, but not necessarily limited to: a. Temporary utilities b. Sanitary facilities c. Storage Sheds and Buildings d. Dust control e. Temporary fencing of the construction site B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Temporary Utilities 1. Obtaining Temporary Service a. Make arrangements with utility service companies for temporary services. b. Abide by rules and regulations of utility service companies or authorities having jurisdiction. c. Be responsible for utility service costs until Work is approved for Final Acceptance. 1) Included are fuel, power, light, heat and other utility services necessary for execution, completion, testing and initial operation of Work. 2. Water a. Contractor to provide water required for and in connection with Work to be performed and for specified tests of piping, equipment, devices or other use as required for the completion of the Work. b. Provide and maintain adequate supply of potable water for domestic consumption by Contractor personnel and City's Project Representatives. c. Coordination 1) Contact City 1 week before water for construction is desired CITY OF FORT WORTH MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #104081 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. 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 Provide and maintain for the duration or construction when required in contract documents E. Dust Control CITY OF FORT WORTH MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #104081 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 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] 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 MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #104081 Revised JULY 1, 2011 015000-4 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 MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #104081 Revised JULY 1, 2011 015526-1 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 SECTION 0155 26 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative procedures for: a. Street Use Permit b. Modification of approved traffic control c. Removal of Street Signs B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 3. Section 34 71 13 — Traffic Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this specification refer to the current reference standard published at the time of the latest revision date logged at the end of this specification, unless a date is specifically cited. 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 1.4 ADMINISTRATIVE REQUIREMENTS A. Traffic Control 1. General a. When traffic control plans are included in the Drawings, provide Traffic Control in accordance with Drawings and Section 34 71 13. b. When traffic control plans are not included in the Drawings, prepare traffic control plans in accordance with Section 34 71 13 and submit to City for review. 1) Allow minimum 10 working days for review of proposed Traffic Control. B. Street Use Permit 1. Prior to installation of Traffic Control, a City Street Use Permit is required. a. To obtain Street Use Permit, submit Traffic Control Plans to City Transportation and Public Works Department. CITY OF FORT WORTH MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #104081 Revised July 1, 2011 015526-2 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 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 CITY OF FORT WORTH MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #104081 Revised July 1, 2011 015526-3 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #104081 Revised July 1, 2011 015713-1 DAP STORM WATER POLLUTION PREVENTION Page 1 of 3 SECTION 015713 STORM WATER POLLUTION PREVENTION PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Procedures for Storm Water Pollution Prevention Plans B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 3. Section 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 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 B. 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 MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #104081 Revised July 1, 2011 015713-2 DAP STORM WATER POLLUTION PREVENTION Page 2 of 3 B. Construction Activities resulting in: 1. Less than 1 acre of disturbance a. Provide erosion and sediment control in accordance with Section 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 MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #104081 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 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 CITY OF FORT WORTH MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #104081 Revised July 1, 2011 SECTION 0160 00 PRODUCT REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 01 60 00 - 1 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: htti)s://apes.fortworthtexas.2ov/ProiectResources/ and following the directory path: 02 - Construction Documents\Standard Products List A. Only products specifically included on City's Standard Product List in these Contract Documents shall be allowed for use on the Project. 1. Any subsequently approved products will only be allowed for use upon specific approval by the City. B. Any specific product requirements in the Contract Documents supersede similar products included on the City's Standard Product List. 1. The City reserves the right to not allow products to be used for certain projects even though the product is listed on the City's Standard Product List. C. Although a specific product is included on City's Standard Product List, not all products from that manufacturer are approved for use, including but not limited to, that manufacturer's standard product. D. See Section 0133 00 for submittal requirements of Product Data included on City's Standard Product List. 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] CITY OF FORT WORTH MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #104081 Revised March 20, 2020 016000-2 DAP PRODUCT REQUIREMENTS Page 2 of 2 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D. Johnson Modified Location of City's Standard Product List 4/7/2014 M.Domenech Revised for DAP application Removed reference to Buzzsaw and noted that the City approved products list is 03/20/2020 D.V. Magana accessible through the City's website. CITY OF FORT WORTH MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #104081 Revised March 20, 2020 01 66 00 - 1 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 SECTION 0166 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Scheduling of product delivery 2. Packaging of products for delivery 3. Protection of products against damage from: a. Handling b. Exposure to elements or harsh environments B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION 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 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 MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #104081 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 MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #104081 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 MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #104081 Revised April 7, 2014 016600-4 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #104081 Revised April 7, 2014 01 70 00 - 1 DAP MOBILIZATION AND REMOBILIZATION Page I of 4 SECTION 0170 00 MOBILIZATION AND REMOBILIZATION PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Mobilization and Demobilization a. Mobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies to the Site 2) Establishment of necessary general facilities for the Contractor's operation at the Site 3) Premiums paid for performance and payment bonds 4) Transportation of Contractor's personnel, equipment, and operating supplies to another location within the designated Site 5) Relocation of necessary general facilities for the Contractor's operation from 1 location to another location on the Site. b. Demobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies away from the Site including disassembly 2) Site Clean-up 3) Removal of all buildings and/or other facilities assembled at the Site for this Contract c. Mobilization and Demobilization do not include activities for specific items of work that are for which payment is provided elsewhere in the contract. 2. Remobilization a. Remobilization for Suspension of Work specifically required in the Contract Documents or as required by City includes: 1) Demobilization a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly or temporarily securing equipment, supplies, and other facilities as designated by the Contract Documents necessary to suspend the Work. b) Site Clean-up as designated in the Contract Documents 2) Remobilization a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site necessary to resume the Work. b) Establishment of necessary general facilities for the Contractor's operation at the Site necessary to resume the Work. 3) No Payments will be made for: a) Mobilization and Demobilization from one location to another on the Site in the normal progress of performing the Work. b) Stand-by or idle time c) Lost profits 3. Mobilizations and Demobilization for Miscellaneous Projects a. Mobilization and Demobilization CITY OF FORT WORTH MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #104081 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. 2. Remobilization for suspension of Work as specifically required in the Contract Documents a. Measurement 1) Measurement for this Item shall be per each remobilization performed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Specified Remobilization" in accordance with Contract Documents. c. The price shall include: 1) Demobilization as described in Section 1.1.A.2.a.1) 2) Remobilization as described in Section 1.1.A.2.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. CITY OF FORT WORTH MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #104081 Revised April 7, 2014 017000-3 DAP MOBILIZATION AND REMOBILIZATION Page 3 of 4 3. Remobilization for suspension of Work as required by City a. Measurement and Payment 1) This shall be submitted as a Contract Claim in accordance with Article 10 of Section 00 72 00. 2) No payments will be made for standby, idle time, or lost profits associated with this Item. 4. Mobilizations and Demobilizations for Miscellaneous Projects a. Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilization required by the Contract Documents b. Payment 1) The Work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Work Order Mobilization" in accordance with Contract Documents. Demobilization shall be considered subsidiary to mobilization and shall not be paid for separately. c. The price shall include: 1) Mobilization as described in Section 1.1.A.3.a.1) 2) Demobilization as described in Section 1.1.A.3.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects a. Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilization required by the Contract Documents b. Payment 1) The Work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Work Order Emergency Mobilization' in accordance with Contract Documents. Demobilization shall be considered subsidiary to mobilization and shall not be paid for separately. c. The price shall include 1) Mobilization as described in Section I.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 MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #104081 Revised April 7, 2014 017123-1 CONSTRUCTION STAKING AND SURVEY Page 1 of 7 1 SECTION 017123 2 CONSTRUCTION STAKING AND SURVEY 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Requirements for construction staking and construction survey 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. See Changes (Highlighted in Yellow). 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1— General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Construction Staking 15 a. Measurement 16 1) This Item is considered subsidiary to the various Items bid. 17 b. Payment 18 1) The work performed and the materials furnished in accordance with this 19 Item are subsidiary to the various Items bid and no other compensation will 20 be allowed. 21 2. Construction Survey 22 a. Measurement 23 1) This Item is considered subsidiary to the various Items bid. 24 b. Payment 25 1) The work performed and the materials furnished in accordance with this 26 Item are subsidiary to the various Items bid and no other compensation will be 27 allowed. 28 3. As -Built Survey 29 a. Measurement 30 1) This Item is considered subsidiary to the various Items bid. 31 b. Payment 32 1) The work performed and the materials furnished in accordance with this 33 Item are subsidiary to the various Items bid and no other compensation will be 34 allowed. 35 1.3 REFERENCES 36 A. Definitions 37 1. Construction Survey - The survey measurements made prior to or while 38 construction is in progress to control elevation, horizontal position, dimensions and 39 configuration of structures/improvements included in the Project Drawings. CITY OF FORT WORTH MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #104081 Revised February 14, 2018 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 017123-2 CONSTRUCTION STAKING AND SURVEY Page 2 of 7 2. As -built Survev —The measurements made after the construction of the improvement features are complete to provide position coordinates for the features of a project. 3. Construction Staking — The placement of stakes and markings to provide offsets and elevations to cut and fill in order to locate on the ground the designed structures/improvements included in the Project Drawings. Construction staking shall include staking easements and/or right of way if indicated on the plans. 4. Survev "Field Checks" — Measurements made after construction staking is completed and before construction work begins to ensure that structures marked on the ground are accurately located per Project Drawings. B. Technical References 1. City of Fort Worth — Construction Staking Standards (available on City's Buzzsaw website) — 01 71 23.16.01_ Attachment A_Survey Staking Standards 2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available on City's Buzzsaw website). 3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision 4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land Surveying in the State of Texas, Category 5 20 1.4 ADMINISTRATIVE REQUIREMENTS 21 A. The Contractor's selection of a surveyor must comply with Texas Government 22 Code 2254 (qualifications based selection) for this project. 23 1.5 SUBMITTALS 24 A. Submittals, if required, shall be in accordance with Section 01 33 00. 25 B. All submittals shall be received and reviewed by the City prior to delivery of work. 26 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 27 A. Field Quality Control Submittals 28 1. Documentation verifying accuracy of field engineering work, including coordinate 29 conversions if plans do not indicate grid or ground coordinates. 30 2. Submit "Cut -Sheets" conforming to the standard template provided by the City 31 (refer to 01 71 23.16.01— Attachment A — Survey Staking Standards). 32 1.7 CLOSEOUT SUBMITTALS 33 B. As -built Redline Drawing Submittal 34 1. Submit As -Built Survey Redline Drawings documenting the locations/elevations of 35 constructed improvements signed and sealed by Registered Professional Land 36 Surveyor (RPLS) responsible for the work (refer to 01 71 23.16.01 — Attachment A 37 — Survey Staking Standards) . 38 2. Contractor shall submit the proposed as -built and completed redline drawing 39 submittal one (1) week prior to scheduling the project final inspection for City 40 review and comment. Revisions, if necessary, shall be made to the as -built redline 41 drawings and resubmitted to the City prior to scheduling the construction final 42 inspection. CITY OF FORT WORTH MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #104081 Revised February 14, 2018 017123-3 CONSTRUCTION STAKING AND SURVEY Page 3 of 7 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 2 1.9 QUALITY ASSURANCE 3 A. Construction Staking 4 1. Construction staking will be performed by the Contractor. 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 2. Coordination a. Contact City and Developer's Project Representative at least one week in advance notifying the City of when Construction Staking is scheduled. 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. If Developer's Project Representative is required to re -stake for any reason, the Contractor will be responsible for costs to perform staking. If in the opinion of the City, a sufficient number of stakes or markings have been lost, destroyed disturbed or omitted that the contracted Work cannot take place then the Contractor will be required to stake or re -stake the deficient areas. B. Construction Survey 1. Construction Survey will be performed by the Contractor. 2. Coordination a. Contractor to verify that horizontal and vertical control data established in the design survey and required for construction survey is available and in place. 3. General a. Construction survey will be performed in order to construct the work shown on the Construction Drawings and specified in the Contract Documents. b. For construction methods other than open cut, the Contractor shall perform construction survey and verify control data including, but not limited to, the following: 1) Verification that established benchmarks and control are accurate. 2) Use of Benchmarks to furnish and maintain all reference lines and grades for tunneling. 3) Use of line and grades to establish the location of the pipe. 4) Submit to the City copies of field notes used to establish all lines and grades, if requested, and allow the City to check guidance system setup prior to beginning each tunneling drive. 5) Provide access for the City, if requested, to verify the guidance system and the line and grade of the carrier pipe. 6) The Contractor remains fully responsible for the accuracy of the work and 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 the City. 9) If the installation does not meet the specified tolerances (as outlined in Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct the installation in accordance with the Contract Documents. C. As -Built Survey 1. Required As -Built Survey will be performed by the Contractor. CITY OF FORT WORTH MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #104081 Revised February 14, 2018 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 01 71 23 - 4 CONSTRUCTION STAKING AND SURVEY Page 4 of 7 2. Coordination a. Contractor is to coordinate with City to confirm which features require as - built surveying. b. It is the Contractor's responsibility to coordinate the as -built survey and required measurements for items that are to be buried such that construction activities are not delayed or negatively impacted. c. For sewer mains and water mains 12" and under in diameter, it is acceptable to physically measure depth and mark the location during the progress of construction and take as -built survey after the facility has been buried. The Contractor is responsible for the quality control needed to ensure accuracy. 3. General a. The Contractor shall provide as -built survey including the elevation and location (and provide written documentation to the City) of construction features during the progress of the construction including the following: 1) Water Lines a) Top of pipe elevations and coordinates for waterlines at the following locations: (1) Minimum every 25O linear feet, including (2) Horizontal and vertical points of inflection, curvature, etc. (3) Fire line tee (4) Plugs, stub -outs, dead-end lines (5) Casing pipe (each end) and all buried fittings 2) Sanitary Sewer a) Top of pipe elevations and coordinates for force mains and siphon sanitary sewer lines (non -gravity facilities) at the following locations: (1) Minimum every 25O linear feet and any buried fittings (2) Horizontal and vertical points of inflection, curvature, etc. 3) Stormwater — Not Applicable b. The Contractor shall provide as -built survey including the elevation and location (and provide written documentation to the City) of construction features after the construction is completed including the following: 1) Manholes a) Rim and flowline elevations and coordinates for each manhole 2) Water Lines a) Cathodic protection test stations b) Sampling stations c) Meter boxes/vaults (All sizes) d) Fire hydrants e) Valves (gate, butterfly, etc.) f) Air Release valves (Manhole rim and vent pipe) g) Blow off valves (Manhole rim and valve lid) h) Pressure plane valves i) Underground Vaults (1) Rim and flowline elevations and coordinates for each Underground Vault. 3) Sanitary Sewer a) Cleanouts (1) Rim and flowline elevations and coordinates for each CITY OF FORT WORTH MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #104081 Revised February 14, 2018 017123-5 CONSTRUCTION STAKING AND SURVEY Page 5 of 7 1 b) Manholes and Junction Structures 2 (1) Rim and flowline elevations and coordinates for each 3 manhole and junction structure. 4 4) Stormwater — Not Applicable 5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6 1.11 FIELD [SITE] CONDITIONS [NOT USED] 7 1.12 WARRANTY 8 PART 2 - PRODUCTS 9 A. A construction survey will produce, but will not be limited to: 10 1. Recovery of relevant control points, points of curvature and points of intersection. 11 2. Establish temporary horizontal and vertical control elevations (benchmarks) 12 sufficiently permanent and located in a manner to be used throughout construction. 13 3. The location of planned facilities, easements and improvements. 14 a. Establishing final line and grade stakes for piers, floors, grade beams, parking 15 areas, utilities, streets, highways, tunnels, and other construction. 16 b. A record of revisions or corrections noted in an orderly manner for reference. 17 c. A drawing, when required by the client, indicating the horizontal and vertical 18 location of facilities, easements and improvements, as built. 19 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all 20 construction staking projects. These cut sheets shall be on the standard city template 21 which can be obtained from the Survey Superintendent (817-392-7925). 22 5. Digital survey files in the following formats shall be acceptable: 23 a. AutoCAD (.dwg) 24 b. ESRI Shapefile (.shp) 25 c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use 26 standard templates, if available) 27 6. Survey files shall include vertical and horizontal data tied to original project 28 control and benchmarks, and shall include feature descriptions 29 PART 3 - EXECUTION 30 3.1 INSTALLERS 31 32 33 34 35 36 37 38 39 40 41 A. Tolerances: 1. The staked location of any improvement or facility should be as accurate as practical and necessary. The degree of precision required is dependent on many factors all of which must remain judgmental. The tolerances listed hereafter are based on generalities and, under certain circumstances, shall yield to specific requirements. The surveyor shall assess any situation by review of the overall plans and through consultation with responsible parties as to the need for specific tolerances. a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical tolerance. Horizontal alignment for earthwork and rough cut should not exceed 1.0 ft. tolerance. CITY OF FORT WORTH MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #104081 Revised February 14, 2018 017123-6 CONSTRUCTION STAKING AND SURVEY Page 6 of 7 1 b. Horizontal alignment on a structure shall be within .0.Ift tolerance. 2 c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and 3 walkways shall be located within the confines of the site boundaries and, 4 occasionally, along a boundary or any other restrictive line. Away from any 5 restrictive line, these facilities should be staked with an accuracy producing no 6 more than 0.05ft. tolerance from their specified locations. 7 d. Underground and overhead utilities, such as sewers, gas, water, telephone and 8 electric lines, shall be located horizontally within their prescribed areas or 9 easements. Within assigned areas, these utilities should be staked with an 10 accuracy producing no more than 0.1 ft tolerance from a specified location. 11 e. The accuracy required for the vertical location of utilities varies widely. Many 12 underground utilities require only a minimum cover and a tolerance of 0.1 ft. 13 should be maintained. Underground and overhead utilities on planned profile, 14 but not depending on gravity flow for performance, should not exceed 0.1 ft. 15 tolerance. 16 B. Surveying instruments shall be kept in close adjustment according to manufacturer's 17 specifications or in compliance to standards. The City reserves the right to request a 18 calibration report at any time and recommends regular maintenance schedule be 19 performed by a certified technician every 6 months. 20 1. Field measurements of angles and distances shall be done in such fashion as to 21 satisfy the closures and tolerances expressed in Part 3.1.A. 22 2. Vertical locations shall be established from a pre -established benchmark and 23 checked by closing to a different bench mark on the same datum. 24 3. Construction survey field work shall correspond to the client's plans. Irregularities 25 or conflicts found shall be reported promptly to the City. 26 4. Revisions, corrections and other pertinent data shall be logged for future reference. 27 28 3.2 EXAMINATION [NOT USED] 29 3.3 PREPARATION [NOT USED] 30 3.4 APPLICATION 31 3.5 REPAIR / RESTORATION 32 A. If the Contractor's work damages or destroys one or more of the control 33 monuments/points set by the Developer's Project Representative, the monuments shall be 34 adequately referenced for expedient restoration. 35 1. Notify City or Developer's Project Representative if any control data needs to be 36 restored or replaced due to damage caused during construction operations. 37 a. Contractor shall perform replacements and/or restorations. 38 b. The City or Developer's Project Representative may require at any time a 39 survey "Field Check" of any monument or benchmarks that are set be verified 40 by the Developer's Project Representative before further associated work can 41 move forward. CITY OF FORT WORTH MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #104081 Revised February 14, 2018 017123-7 CONSTRUCTION STAKING AND SURVEY Page 7 of 7 1 3.6 RE -INSTALLATION [NOT USED] 2 3.7 FIELD [OR] SITE QUALITY CONTROL 3 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the 4 Developer's Project Representative in accordance with this Specification. This includes 5 easements and right of way, if noted on the plans. 6 B. Do not change or relocate stakes or control data without approval from the City. 7 3.8 SYSTEM STARTUP 8 A. Survey Checks 9 1. The City reserves the right to perform a Survey Check at any time deemed 10 necessary. 11 2. Checks by City personnel or 3`d party contracted surveyor are not intended to 12 relieve the contractor of his/her responsibility for accuracy. 13 14 3.9 ADJUSTING [NOT USED] 15 3.10 CLEANING [NOT USED] 16 3.11 CLOSEOUT ACTIVITIES [NOT USED] 17 3.12 PROTECTION [NOT USED] 18 3.13 MAINTENANCE [NOT USED] 19 3.14 ATTACHMENTS [NOT USED] 20 END OF SECTION 21 ON Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D.Johnson Added instruction and modified measurement & payment under 1.2; added 8/31/2017 M. Owen definitions and references under 1.3; modified 1.6; added 1.7 closeout submittal requirements; modified 1.9 Quality Assurance; added PART 2 — PRODUCTS ; Added 3.1 Installers; added 3.5 Repair/Restoration; and added 3.8 System Startup. Removed "blue text"; revised measurement and payment sections for Construction Staking and As -Built Survey; added reference to selection compliance with TGC 2/14/2018 M Owen 2254; revised action and Closeout submittal requirements; added acceptable depth measurement criteria; revised list of items requiring as -built survey "during" and "after" construction; and revised acceptable digital survey file format CITY OF FORT WORTH MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #104081 Revised February 14, 2018 017000-4 DAP MOBILIZATION AND REMOBILIZATION Page 4 of 4 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 4n12014 M.Domenech Revised for DAP application CITY OF FORT WORTH MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #104081 Revised April 7, 2014 SECTION 0174 23 CLEANING PART 1 - GENERAL 1.1 SUMMARY 01 74 23 - 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 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 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 MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #104081 Revised April 7, 2014 017423-2 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 MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #104081 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. 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 MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #104081 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 MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #104081 Revised April 7, 2014 SECTION 017719 CLOSEOUT REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY 017719-1 DAP CLOSEOUT REQUIREMENTS Page 1 of 3 A. Section Includes: 1. The procedure for closing out a contract B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 1. 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 MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #104081 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] PAT 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 MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #104081 Revised April 7, 2014 017719-3 DAP CLOSEOUT REQUIREMENTS Page 3 of 3 1. Once the City Project Representative finds the Work subsequent to Final Inspection to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). E. Supporting Documentation 1. Coordinate with the City Project Representative to complete the following additional forms: a. Final Payment Request b. Statement of Contract Time c. Affidavit of Payment and Release of Liens d. Consent of Surety to Final Payment e. Pipe Report (if required) f. Contractor's Evaluation of City g. Performance Evaluation of Contractor F. Letter of Final Acceptance 1. Upon review and acceptance of Notice of Project Completion and Supporting Documentation, in accordance with General Conditions, City will issue Letter of Final Acceptance and release the Final Payment Request for payment. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #104081 Revised April 7, 2014 017823-1 DAP OPERATION AND MAINTENANCE DATA Page 1 of 5 SECTION 0178 23 OPERATION AND MAINTENANCE DATA PART 1 - 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: 81/2 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 MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #104081 Revised April 7, 2014 017823-2 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 1. Neatly typewritten table of contents for each volume, arranged in systematic order a. Contractor, name of responsible principal, address and telephone number b. A list of each product required to be included, indexed to content of the volume c. List, with each product: 1) The name, address and telephone number of the subcontractor or installer 2) A list of each product required to be included, indexed to content of the volume 3) Identify area of responsibility of each 4) Local source of supply for parts and replacement d. Identify each product by product name and other identifying symbols as set forth in Contract Documents. 2. Product Data a. Include only those sheets which are pertinent to the specific product. b. Annotate each sheet to: 1) Clearly identify specific product or part installed 2) Clearly identify data applicable to installation 3) Delete references to inapplicable information 3. Drawings a. Supplement product data with drawings as necessary to clearly illustrate: 1) Relations of component parts of equipment and systems 2) Control and flow diagrams b. Coordinate drawings with information in Project Record Documents to assure correct illustration of completed installation. c. Do not use Project Record Drawings as maintenance drawings. 4. Written text, as required to supplement product data for the particular installation: a. Organize in consistent format under separate headings for different procedures. b. Provide logical sequence of instructions of each procedure. CITY OF FORT WORTH MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #104081 Revised April 7, 2014 017823-3 DAP OPERATION AND MAINTENANCE DATA Page 3 of 5 5. Copy of each warranty, bond and service contract issued a. Provide information sheet for City personnel giving: 1) Proper procedures in event of failure 2) Instances which might affect validity of warranties or bonds C. Manual for Materials and Finishes 1. Submit 5 copies of complete manual in final form. 2. Content, for architectural products, applied materials and finishes: a. Manufacturer's data, giving full information on products 1) Catalog number, size, composition 2) Color and texture designations 3) Information required for reordering special manufactured products b. Instructions for care and maintenance 1) Manufacturer's recommendation for types of cleaning agents and methods 2) Cautions against cleaning agents and methods which are detrimental to product 3) Recommended schedule for cleaning and maintenance Content, for moisture protection and weather exposure products: a. Manufacturer's data, giving full information on products 1) Applicable standards 2) Chemical composition 3) Details of installation b. Instructions for inspection, maintenance and repair D. Manual for Equipment and Systems 1. Submit 5 copies of complete manual in final form. 2. Content, for each unit of equipment and system, as appropriate: a. Description of unit and component parts 1) Function, normal operating characteristics and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Operating procedures 1) Start-up, break-in, routine and normal operating instructions 2) Regulation, control, stopping, shut -down and emergency instructions 3) Summer and winter operating instructions 4) Special operating instructions c. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Alignment, adjusting and checking d. Servicing and lubrication schedule 1) List of lubricants required e. Manufacturer's printed operating and maintenance instructions f. Description of sequence of operation by control manufacturer 1) Predicted life of parts subject to wear 2) Items recommended to be stocked as spare parts g. As installed control diagrams by controls manufacturer h. Each contractor's coordination drawings 1) As installed color coded piping diagrams CITY OF FORT WORTH MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #104081 Revised April 7, 2014 017823-4 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 MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #104081 Revised April 7, 2014 017823-5 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 MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #104081 Revised April 7, 2014 017839-1 DAP PROJECT RECORD DOCUMENTS Page 1 of 4 SECTION 0178 39 PROJECT RECORD DOCUMENTS PART 1 - 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 1.3 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 future search for items shown in the Contract Documents may rely reasonably on information obtained from the approved Project Record Documents. CITY OF FORT WORTH MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #104081 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 MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #104081 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. 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 I 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 MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #104081 017839-4 DAP PROJECT RECORD DOCUMENTS Page 4 of 4 d. Make changes neatly, consistently and with the proper media to assure longevity and clear reproduction. 2. Transfer of data to other Documents a. If the Documents, other than Drawings, have been kept clean during progress of the Work, and if entries thereon have been orderly to the approval of the City, the job set of those Documents, other than Drawings, will be accepted as final Record Documents. b. If any such Document is not so approved by the City, secure a new copy of that Document from the City at the City's usual charge for reproduction and handling, and carefully transfer the change data to the new copy to the approval of the City. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP Application CITY OF FORT WORTH MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #104081 APPENDIX GR-01 60 00 Product Requirements GC-4.02 Subsurface and Physical Conditions CITY OF FORT WORTH MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS COFW #104081 GC-4.02 Subsurface and Physical Conditions THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS COFW #104081 GEOTECHNICAL INVESTIGATION MEADOW LAKES SUBDIVISION 6801 HATCH ROAD FORT WORTH, TEXAS SEG PROJECT NO. 122-122 REPORT TO: MR. ASHRAF SHEHATA ELITE DEVELOPMENT AND CONSTRUCTION, LLC. KELLER, TEXAS 76248 MARCH 2O22 SYNTEC ENGINEERING GROUP _C EXCELLENCE IN ENGINEERING March 16, 2022 Mr. Ashraf Shehata Elite Development and Construction, LLC. 152 Wagon Wheel Trail Keller, Texas 76248 Via E-Mail: RE: GEOTECHNICAL INVESTIGATION MEADOW LAKES SUBDIVISION 6801 HATCH ROAD FORT WORTH, TEXAS SEG Project No. 122-122 Dear Mr. Shehata: We have completed a geotechnical investigation for the referenced site. This study contains the results of our findings, an engineering interpretation of these with respect to the available project characteristics, and recommendations to aid in design of the foundation and other earth connected phases of this project. We are interested in providing the construction material testing observations required during the construction phase of this project. We appreciate the opportunity to provide these services. If you have questions regarding this report, please call. Very truly yours, Syntec Engineering Group, Inc. Firm Registration No. F8610 3 o . o.•. 9 RALPH B. MANSUUR 9................................ ae 80641 �, &a8� PF�I STERF� ��1 HgngsIQNAL E�m"`n 8$00000 Ralph B. Mansour, P.E. 3/16/2022 Principal Engineer RBM/CM Copies Submitted - 12801 N. STEMMONS FREEWAY # 805, FARMERS BRANCH, TEXAS 75234 - OFC: (214)329-1777 GEOTECHNICAL INVESTIGATION MEADOW LAKES SUBDIVISION 6801 HATCH ROAD FORT WORTH, TEXAS SEG Project No. 122-122 TABLE OF CONTENTS Title Paqe 1.0 INTRODUCTION...............................................................................................................1 2.0 PROJECT CHARACTERISTICS......................................................................................1 3.0 SUBSURFACE EXPLORATION......................................................................................1 4.0 LABORATORY ANALYSIS...............................................................................................2 5.0 SITE AND SUBSURFACE CONDITIONS........................................................................3 5.1 General Site Considerations....................................................................................3 5.2 Subsurface Conditions.............................................................................................4 5.3 Groundwater Observations......................................................................................4 6.0 DESIGN RECOMMENDTIONS........................................................................................5 6.1 General Considerations...........................................................................................8 6.2 Site Preparation for Building Pad.............................................................................6 6.3 Slab -On -Grade Foundation System........................................................................9 6.4 Site Grading and Drainage.................................................................................... 11 7.0 PAVEMENT RECOMMENDATIONS............................................................................. 12 8.0 EARTHWORK GUIDELINES......................................................................................... 14 8.1 Site Grading......................................................................................................... 14 8.2 Site Preparation..................................................................................................... 15 8.3 Clearing and Evaluating Areas to be Filled......................................................... 15 8.4 Preparing the Subgrade of the Areas to be Filled ................................................ 16 8.5 Fill Materials......................................................................................................... 16 8.6 Mixing of Fill Lifts and Benching........................................................................... 16 8.7 Rock Fragments.................................................................................................... 17 8.8 Compaction Moisture Content.............................................................................. 17 8.9 Degree of Compaction.......................................................................................... 18 8.10 Compaction Equipment......................................................................................... 18 8.11 Field Density Tests................................................................................................ 18 8.12 Construction Observations.................................................................................... 18 8.13 Erosion Control During Construction.................................................................... 19 9.0 GENERAL COMMENTS................................................................................................ 19 ILLUSTRATIONS Planof Borings...................................................................................................... Figure 1 Logs of Exploratory Boring................................................................Figures 2 through 32 Key to Soil Symbols and Classifications............................................................. Figure 33 FreeSwell Tests.................................................................................................. Figure 34 GEOTECHNICAL INVESTIGATION MEADOW LAKES SUBDIVISION 6801 HATCH ROAD FORT WORTH, TEXAS SEG Project No. 122-122 1.0 INTRODUCTION A geotechnical investigation has been completed for the proposed residential subdivision to be located at the NEC of the intersection of Lakeside Drive and Hodgkins Road and south of Hatch Road in Fort Worth, Texas. The purpose of this study was to determine the general subsurface conditions at the site by drilling test borings and evaluating the borings with respect to foundation concept and design. Also included is an evaluation of the site with respect to potential construction problems and recommendations dealing with the earthwork quality control testing during construction. 2.0 PROJECT CHARACTERISTICS The project, as currently planned, will consist of constructing one and two-story single- family residences on a 39.1-acre tract of land locate at the NEC of the intersection of Lakeside Drive and Hodgkins Road and south of Hatch Road in Fort Worth, Texas. Structural loads are not provided but are assumed to be light. Finished floor elevations were not provided but are assumed to within two feet of the existing subgrade. The pavement is assumed to be Reinforced Concrete. 3.0 SUBSURFACE EXPLORATION A total of thirty-one (31) test borings were drilled and sampled to explore the subsurface conditions at the referenced site on between February 2nd and February 9, 2022. The approximate locations of the test borings are shown on the Plan of Borings, Figure 1 included in this report Appendix. Undisturbed cohesive soil samples were obtained using a 3-inch diameter thin -walled tube sampler pushed into the soil. The undrained compressive strength of cohesive soils was estimated in the field using a calibrated pocket penetrometer. All soil samples were extruded Meadow Lakes Subdivision 6801 Hatch Road Fort Worth, Texas SEG # 122-122 Page 2 from the samplers in the field, visually classified, and placed in appropriate containers to prevent loss of moisture or disturbance during transfer to the laboratory. Texas Highway Department Cone Penetration Tests were performed in the field to examine the resistance of the rock -like materials to penetration. A 3-inch diameter steel cone driven by a 170-pound hammer dropped 24 inches is the basis for Texas Department of Highways and Public Transportation strength correlation. Depending on the resistance of the materials, either the number of blows of the hammer required for 12 inches of penetration, or the inches of penetration of the cone due to 100 blows of the hammer are recorded on the field log included in this report. Records of Subsurface Exploration of the test borings, showing visual descriptions of subsurface materials encountered are included in Figures 2 through 15 in this report Appendix. In addition, sampling information, pertinent field data, field observations and test results are also included in the Appendix. A key to the soil symbols and classification is included in Figure 16. Samples will be retained for 30 days from the date of this report, after which time they will be discarded unless client requests otherwise. 4.0 LABORATORY ANALYSIS The laboratory -testing program was directed toward the determination of the physical and engineering classification and evaluation of the physical conditions of the soils encountered. The soil samples were inspected by a geotechnical engineer and classified in accordance with the Unified Soil Classification System (ASTM D-2487-93), and the boring logs were edited as necessary. Natural moisture content tests (ASTM D-2216), unit weight determination (ASTM D-2166), unconfined compressive strength (ASTM D-2126), Atterberg Limit tests (ASTM D-4318) were performed on selected soil samples to aid in classifying the subsurface materials and to determine the material's engineering characteristics. Results of Meadow Lakes Subdivision 6801 Hatch Road Fort Worth, Texas SEG # 122-122 Page 3 all laboratory tests described above are provided on the boring logs included within this Appendix. Selected samples of the near -surface cohesive soils were subjected to Free Swell tests. In the Free Swell test, a sample is placed in a consolidometer and subjected to the estimated overburden pressure. The sample is then inundated with water and allowed to swell. Moisture contents are determined both before and after completion of the test. Test results are recorded as the percent swell, with initial and final moisture content. The Free Swell test results are shown on Figure 9. Lime Series test is a test where the optimum percentage of hydrated lime required to stabilize and increase the strength of the clayey soil is determined. When hydrated lime is mixed with clayey soil, a pozzalanic reaction and calcium substitution occur. And the resulting soil -lime mix becomes more granular in texture and its strength increases. In the Lime series test, several specimens from a soil sample are mixed with varying percentages of hydrated lime and the Atterberg Limit tests are conducted for each soil lime mixtures. The percent lime needed to stabilize the soil is the amount that would bring the PI to less than 15%. For construction purpose, additional 1 to 2 percent is added to the previously determined optimum amount of hydrated lime. The results of the lime series test are presented on Figure 10. 5.0 SITE AND SUBSURFACE CONDITIONS 5.1 General Site Conditions The site is approximately 39.1-acre tract of land locate at the NEC of the intersection of Lakeside Drive and Hodgkins Road and south of Hatch Road in Fort Worth, Texas. The site is currently vacant with the exception of a fuel storage tanks and concrete pad located at the center of the site, which are not part of the proposed development. The site is generally sloping from the northwest towards the southeast. The maximum elevation difference is approximately 30 feet. Drainage features were located near the eastern side of the property. Meadow Lakes Subdivision 6801 Hatch Road Fort Worth, Texas SEG # 122-122 Page 4 Site vegetation consist of native grass and weeds and sporadic trees. Tree lines were noted along the western and southern boundaries separating the site from the residential properties. 5.2 Subsurface Conditions Details concerning the subsurface materials and conditions encountered are shown on the boring log. The stratification lines shown on the boring log represent approximate locations of changes between soil types; in -situ, the transition between materials may be gradual. Generally, subsurface materials within the 20-ft maximum depths explored can be summarized in the following table: First Bottom of Stratum Description Encountered Stratum (ft) (ft) I Fill, intermixed clay with limestone and concrete fragments 0 2-6' II CLAY (CH), dark brown to brown and light brown, hard, 0-6 1-122 with calcareous nodules and silty clay seams and layers III CLAY (CL), tan to light brown, hard, with calcareous 0-12 2-143 nodules and limestone seams IV LIMESTONE, tan, calcareous, with calcareous tan silty clay 2-12 6-144 seams and layers V LIMESTONE, gray, moderately hard rock 13-18 202 1. Encountered only at the locations of Borings B-23, B-26, B-27, and B-28 2. Not present at the locations of Borings B-6, B-20, B-25 and B-29 through 31. 3. Encountered to the completion depths of Borings B-1 through B-3, B-6, B-8 through B-10, B-12 through B-15, B-18, B-19, B-23 and B-24 and B-B-26 through B-31. 4. Encountered to the termination depth of the remaining borings. 5.3 Groundwater Observations All borings were advanced using continuous flight auger drilling and intermittent sampling techniques in order to observe groundwater seepage levels. At the time of the drilling operations, groundwater seepage was not encountered in any of the test boring locations during or at completion of the drilling activities. Meadow Lakes Subdivision 6801 Hatch Road Fort Worth, Texas SEG # 122-122 Page 5 Future construction activities may alter the surface and subsurface drainage characteristics of this site. It is not uncommon to encounter perched groundwater seepage in the sand stratum or within fissures and cracks in the topsoil especially after prolonged period of extended rainfall. If there is a noticeable change from the conditions reported herein, this office should be notified immediately to review the effect it may have on the design recommendations. It is not possible to accurately predict the magnitude of subsurface water fluctuations that might occur based upon short-term observations. 6.0 DESIGN RECOMMENDATONS The following design recommendations have been developed on the basis of the previously described project characteristics and subsurface conditions encountered. If there are any changes in the project criteria, such as relocating the building on the site or the amount of cutting and filling, a review should be made by the geotechnical engineer to evaluate if any further field exploration and/or modifications in our recommendations contained herein will be required. The geotechnical engineer should be retained to review final project plans and specifications for compliance with the recommendations of this study. 6.1 General Considerations Fill materials was encountered at the surface in three of the test boring locations (1326, B-27, and B-28). The fill materials extended to depths ranging from 4 to 6 feet. The fill varied in structure, consistency, density and is considered "Uncontrolled Fill". Uncontrolled fill typically posse some post construction concerns. If the fill was placed in loose or wet conditions, the fill may be subject to settlement. On the other hand, if the fill was placed dry and or over compacted, the fill may undergo heave when become wet. The extent and depth of the fill and possible fill soil throughout the site could not be determined based on the limited number of borings drilled. However, it is SEG opinion that the fill soils need to be excavated and re -compacted under controlled conditions in accordance to the criteria cited in this report. Meadow Lakes Subdivision 6801 Hatch Road Fort Worth, Texas SEG # 122-122 Page 6 The near -surface clays are considered to be moderately to highly expansive and are capable of significant vertical and horizontal ground movements due to soil swell and shrinkage which occurs with changes in soil moisture content. The magnitude of the movements experienced by the foundation will depend on the moisture content and the thickness of clays at the time of construction, soil plasticity, rainfall moisture index, the local drainage characteristics, and other related factors. Conditions encountered in the test borings, the planned cut/fill depths within the pads and results of the laboratory tests reveal variations in highly expansive clay thickness and expansive properties across the site. Such variations in clay thickness and expansive properties will directly affect design parameters used for slab -on -grade type foundations. Therefore, lots with apparently common average clay thickness, similar expansive clay properties and similar corresponding estimated potential movements were grouped into either Zone I or Zone II and delineated with heavy broken lines on the Boring Location Plan, Figure 1. Slab foundations in the respective Zones (see Figure 1) should be designed using the information tabulated below: Zone Estimated Potential Vertical Improvement Required for Movements 4 %-inches (inches) 1 4 inches or less No action Required II 5 to 6 inches Action Required The above potential seasonal movements were estimated using the results of absorption swell tests, in general accordance with methods outlined by the Texas Department of Transportation (TxDOT) Test Method Tex-124-E and engineering judgment and experience. Estimated movements were calculated assuming the moisture content of the in -situ soil within the normal zone of seasonal moisture content change varies between a "dry" condition and a "wet" condition as defined by Meadow Lakes Subdivision 6801 Hatch Road Fort Worth, Texas SEG # 122-122 Page 7 Tex-124-E. Also, it was assumed that a 1 psi surcharge load from the floor slab acts on the subgrade soils. Movements exceeding those predicted above could occur if positive drainage of surface water is not maintained or if soils are subject to an outside water source, such as leakage from a utility line or subsurface moisture migration from off -site locations. Potential movements in Zone II (see Figure 1 for delineation of Zones) are considered outside normal design tolerances. Movement of slab foundations in Zone II could be reduced to not more than 4 inches by moisture conditioning the upper 5 feet of the soil following the recommendations provided herein. In choosing these methods of slab movement reduction, the Client is accepting some post construction movement of slabs (about 4'/2 inches). Therefore, the Client understands and acknowledges that in the geographical region covered by this report, a potential movement of 4'/2 inches is considered a reasonable compromise between foundation design and construction cost and the amount of allowable movement of the foundation. Please note, improvement of the existing soils using moisture conditioning/plastic sheeting as discussed below is intended only for the designated building pad areas plus 5 ft beyond the building pad limits, and not the entire residential lot. Accordingly, planned residences must be exclusively constructed within the building pad designated on the referenced project grading plans. The purpose of the plastic sheeting referenced above is to maintain the moisture of the underlying soils relatively the same from the time the plastic sheeting is placed through the time the foundation is placed. This plastic sheeting is not intended as a moisture barrier component for the actual foundation. Any such requirements should be addressed by the designer of the foundation and should be followed by the builder. Prior to building on the improved designated building pad area, a surveyor should verify the lateral extent of the plastic sheeting and to confirm that no portion of the new residences will Meadow Lakes Subdivision 6801 Hatch Road Fort Worth, Texas SEG # 122-122 Page 8 extend beyond the limits of the designated building pad. If any part of the slab footprint extends beyond the designated building pad, SEG should be contacted for additional design recommendations. 6.2 Site Preparation for Building Pad (Zone II) In order to limit the soils PVR to acceptable levels (4 inches), SEG recommends the following subgrade improvements: 1. Clear the site of existing vegetation. 2. In fill lots, clear the building pad of vegetation and other deleterious materials. Cut the building pad to a depth of 3 feet below proposed finished subgrade. The excavated materials should be stockpiled on site for later re -use in the excavation and elsewhere. 3. In the cut lots, over excavate the building area to a depth of 5 feet. The excavation should extend 3 feet beyond building lines or 6 inches beyond entry slab and adjacent sidewalks. The exposed subgrade at the bottom of the excavation should be sloped to the edges and corners of the excavation to provide a positive gravity flow of groundwater seepage, if encountered. The excavated materials should be stockpiled on site for later re -use in the excavation and elsewhere. 4. The exposed bottom of the excavations in the cut areas should be proofrolled to expose any weak, soft, wet, or otherwise unsuitable soils. Proofrolling should be performed as described in Section 8.1 of this report. 5. Scarify, rework, and re -compact the upper 6 inches of the exposed subgrade of the entire building lot areas. (The scarified soils should be recompacted to 95 percent of the maximum density as determined by ASTM D 698 between +1 and +4 percentage points above its optimum moisture content). 6. Fill in the building pad with on -site clay materials placed under controlled conditions. On -site clay soils with PI's above 25 should be placed between 92 to 98 percent of the maximum dry density at a moisture contents ranging from +3 to +7 percent of the optimum moisture content. On site silty clay soils with PI's between 16 and 25, should be compacted between optimum and 3 percent above optimum at density ranging from 95% to 100% of the maximum dry density perASTM D698. Forsandy clay and clayey sand with PI of 4 to 16 compact to between -2 to +2 of the optimum moisture content at a minimum of 95% of the maximum dry density. Meadow Lakes Subdivision 6801 Hatch Road Fort Worth, Texas SEG # 122-122 Page 9 7. Place an 8-mil polyethylene sheeting (i.e. moisture barrier) 2 feet below the finished subgrade elevation. 8. Continue to fill up using on site soils to the desired subgrade elevation. 9. Additional fill, if required, should consist of select fill soils. Specifications and placement guidelines of the select fill soils are discussed in details in Section 8.3 of this report. Select fill should be placed above the compacted subgrade. All work should be performed in accordance with the Earthwork Guidelines section of this report. Care must be taken to prevent landscape watering, surface drainage or other sources of water from entering the compacted clay or the select fill. The upper 8 inches of fill in all landscaped (non -paved) areas should consist of compacted clay. 6.3 Slab -On -Grade Foundation System Stiffened integral slab and grade beams (waffle type) foundation system may support the structural loads imposed by the lightly loaded building. The slab may be post - tensioned or conventionally reinforced and should be designed by a structural engineer to withstand the estimated vertical soil movements that could be expected at the project site. Grade beams founded in native soils or on compacted fill may be designed using an allowable soil bearing pressure of 1,800 pounds per square foot. We recommend a minimum depth of 1.5 feet and a minimum width of 10 inches for the beams to provide a margin of safety against a local or punching sheer failure of the foundation soils. Also, a moisture barrier of polyethylene sheeting or similar material should be placed between the slab and the subgrade soils to retard moisture migration through the slab. The following parameters for post -tensioned slab -on -grade foundation systems may be used at the site provided that subgrade improvements as outlined above are implemented. Meadow Lakes Subdivision 6801 Hatch Road Fort Worth, Texas SEG # 122-122 Page 10 POST -TENSION PARAMETERS At Existing Condition (Post-Tensionin? Institute Third Edition with 2008 Supplement Design ) Minimum Grade 24 Inches Edge Moisture Variation Distance: Beam Depth: Center Lift: 9 ft. Edge Lift: 5.2 ft. Minimum Grade 12 Inches Beam Width: Plasticity Index (PI) 0-5' PI : 34 Differential Swell/shrinkage 5-13 ` PI: 24 Swell: 2.2 inches Shrink: 1.8 inches Depth to Constant Soil Suction: Approximately 12-ft Principal Clay Allowable bearing capacity at the Mineral: Montmorillonite bottom of the grade beam: 2,000 psf Constant Suction pF = 3.6 Value: Thornthwaite Moisture 3) Slab subgrade coefficient Index: Slab -on -sand bedding: 1.00 0 Slab -on -polyethylene over sand: 0.75 Estimated Total Less than 1-in. Settlement: Estimated Moisture 0.7 in/month Velocity: i The Post -Tensioning Institute (PTI) method incorporates numerous design assumptions associated with the derivation of required variables needed to determine the soil design criteria. The PTI method of predicting differential soil movement is applicable only when site moisture conditions are controlled by the climate alone on well -graded pads (i.e. no improper drainage, water leaks or free water sources). Meadow Lakes Subdivision 6801 Hatch Road Fort Worth, Texas SEG # 122-122 Page 11 Under these conditions, moisture increases within the supporting soils and the resulting differential foundation movements are much lower than upward movements that can occur due to post -construction movements caused by free water sources near or beneath the house pad. The performance of a slab foundation can be significantly influenced by yard maintenance, recessed landscaping additions near the foundation, water line leaks and any other free water sources, and deep-rooted trees and shrubs. 6.4 Site Grading and Drainage All grading should provide positive drainage away from the proposed structures, and should prevent water from collecting or discharging near the foundations. Water must not be permitted to pond adjacent to the structures during or after construction. Surface drainage gradients should be designed to divert surface water away from the buildings and edges of pavements and towards suitable collection and discharge facilities. Unpaved areas and permeable surfaces should be provided with steeper gradients than paved areas. Pavement drainage gradients within 5 feet of buildings should be constructed with a minimum slope of one inch per foot to prevent negative drainage gradients (ponding water conditions) from developing due to differential upward pavement movements. Sidewalk drainage gradients should be along maximum slopes allowed by local codes. Roofs should be provided with gutters and downspouts to prevent the discharge of rainwater directly onto the ground adjacent to the building foundations. Downspouts should not discharge into any landscaped bed near the foundations. Downspouts should discharge directly into storm drains or drainage swales, if possible. Roof downspouts and surface drain outlets should discharge into erosion -resistant areas, such as paving or rock riprap. Recessed landscaped areas filled with pervious sandy loam or organic soil should not be used near the foundation. Landscaped beds should be elevated above a compacted and well -graded clay surface. Sealed Meadow Lakes Subdivision 6801 Hatch Road Fort Worth, Texas SEG # 122-122 Page 12 planters are preferred. All trees should be a minimum of one-half their mature height away from the building or pavement edges to reduce potential moisture losses. Water permitted to pond in planters, open areas, or areas with unsealed joints next to structures can result in on -grade slab or pavement movements, which exceed those, indicated in this report. Exterior sidewalks and pavements will be subject to some post construction movement as indicated in this report. These potential movements should be considered during preparation of the grading plan. Flat grades should be avoided. Where concrete pavement is used, joints should be sealed to prevent the infiltration of water. Some post -construction movement of pavement and flatwork may occur. Particular attention should be given to joints around the building. These joints should be periodically inspected and resealed where necessary. 7.0 PAVEMENT RECOMMENDATIONS Specific wheel loading and traffic volume characteristics have not been provided to us, but we assume that passenger vehicles traffic will be predominant in the parking areas and some relatively heavy truck traffic will occur in drive areas. We have developed Portland cement pavement designs for light traffic and heavy traffic areas. For heavy traffic areas, we have assumed 5 equivalent 18-kip axle loadings per day for a design period of 15 years. For light traffic areas, we have assumed 1 equivalent 18-kip axle loadings per day for a design period of 15 years. Concrete Pavement The following concrete pavement sections are recommended for this site: Thickness (inches) Light Traffic Portland Cement Concrete 6.0 Lime Treated Subgrade 6.0 Meadow Lakes Subdivision 6801 Hatch Road Fort Worth, Texas SEG # 122-122 Page 13 The subgrade soils should be lime stabilized to a depth of six inches and compacted to a minimum of 95 percent of the maximum Standard Proctor dry density (ASTM D 698) at moisture content within 2 percentage points of optimum. We recommend that the subgrade soils be stabilized with 6 % lime (28 pounds per square yard for a 6-inch thick stabilized layer). Lime stabilization should be in accordance with Item 260 of the Texas Department of Transportation Standard Specifications for Construction of Highways, Streets and Bridges (1993). The actual percentage of lime should be confirmed by laboratory tests at the time of construction. Lime -stabilization may be deleted if the pavement section increased by one -inch. On -site soils can be used as fill to raise site grade provided that undesirable objects are removed. The fill should be placed in 8-inch loose lifts and compacted to between 92 to 98 percent of the maximum Standard Proctor dry density at moisture contents between +2 to +6 of the optimum moisture contents. The above pavement recommendations are based on assumed loading conditions and commonly accepted design procedures that should provide satisfactory performance with relatively low maintenance for the design life of 15 years for the assumed traffic loadings. Thinner pavement sections could be used if greater maintenance costs and shorter pavement life is acceptable, or if our assumed loading conditions are too severe. We will be happy to review these pavement thicknesses if design traffic volume and characteristics can be specified to us. Design of the concrete pavements should specify a minimum 28-day concrete compressive strength of 3500 psi with 4 percent to 6 percent entrained air. Hand -placed concrete should have a maximum slump of five inches. The concrete should be placed within one and one- half hours of batching. During hot weather, the concrete placement should follow ACI 311 Hot Weather concreting. In no case should concrete temperature exceed 95°F. Consideration should be given to limiting concrete placement to the time of day, which will minimize large differences in the ambient and concrete temperature. Use of superplasticizer should be Meadow Lakes Subdivision 6801 Hatch Road Fort Worth, Texas SEG # 122-122 Page 14 considered to improve the concrete workability without increasing water cement ratio. 8.0 EARTHWORK GUIDELINES 8.1 Site Grading and Drainage Site grading operations, where required, should be performed in accordance with the recommendations provided in this report. The site grading plans should include provisions for positive drainage around the perimeters of all slab foundations, structures, and pavements. Preferably, the final site grade around slab perimeter should slope downward away from the slab for a distance of 10 feet on a slope not flatter than 20 horizontal to 1 vertical (201-1:1 V) and not steeper than 5 horizontal to 1 vertical (5H:1 V). Inadequate drainage around soil supported slabs and pavements can result in excessive vertical differential movements after construction is completed. Earth slopes subjected to concentrated runoff flows should be adequately protected with a vegetated cover, riprap, special synthetic fabric, or by other means to minimize the potential for soil loss due to erosion. Slopes subjected to wave action should be protected by riprap. In general, final grades should not be steeper than 4 horizontal to 1 vertical (4H:1 V) for either fill or cut slopes taller than 4 feet. Slopes steeper than 4H:1V may experience shallow translational slope failures if the soils become desiccated. If slopes steeper than 4H:1 V are required, then site -specific studies as well as measures reducing the desiccation of the soils will be required. Such measures would include irrigation, vegetation, and the use of polyethylene sheeting. The guidelines presented in Figure No. 29-1 of the 1991 Unified Building Code (UBC) should be used in determining the minimum distances that should be maintained between the slope and the foundations. Structural retaining walls should be designed by the Structural Engineer to resist anticipated earth and surcharge loads. Provision should be included for positive drainage of the backfill and slopes in the vicinity of the walls, consistent with the design assumptions. Additional geotechnical information for design and construction of structural retaining walls can be provided on request. Meadow Lakes Subdivision 6801 Hatch Road Fort Worth, Texas SEG # 122-122 Page 15 8.2 Site Preparation Preparation of the site for construction operations should include the removal and proper disposal of all obstructions and materials which would hinder preparation of the site for construction. These obstructions should include all abandoned structures, foundations, debris, water wells, septic tanks, and loose, soft, or otherwise unsuitable materials. The existing water wells need to be removed and capped only if structures or roads are to be constructed in these areas. 8.3 Clearing and Evaluating Areas to be Filled In areas to be filled, all trees, stumps, brush, abandoned structures, roots, topsoil, vegetation, sediments, large rock fragments, rubbish, and any other undesirable or deleterious matter should be properly removed and disposed of. All topsoil, roots, and other vegetation should be stripped to a depth of 6 inches. The topsoil could be selectively stockpiled and reused in landscaped areas. Brush and trees could be shredded and placed in areas not supporting residences or structures. Otherwise, they could be burnt in burn piles. Although soft soil was not observed in our borings, it is possible that soft soils could be encountered in localized areas between the borings or during wet weather conditions. Consequently, if soft soils are encountered or suspected during the site preparation operations, they should be evaluated by proofrolling the suspected areas with a rubber -tired, heavy construction vehicle weighing at least 25 tons, such as a loaded scraper. The proofrolling should consist of several overlapping passes in mutually perpendicular directions over a given area. If rutting and/or pumping is not observed, the evaluated subgrade could be considered competent to support additional fill. If rutting and/or pumping is observed, the soil should be undercut to a depth where further rutting or pumping is not observed. Then, the exposed and evaluated surface should be prepared in accordance with the recommendations presented in the following section. If severe pumping occurs, the compaction efforts should be halted and evaluated by the geotechnical engineer. It is the intent of these recommendations to evaluate the subgrade for soft soils and provide a loose surface with no features that would tend to prevent uniform compaction by the equipment Meadow Lakes Subdivision 6801 Hatch Road Fort Worth, Texas SEG # 122-122 Page 16 to be used. The trees that are scheduled for removal could be removed during the site grading operations. They should be excavated to below their rootball level or below their visible root level. The exposed soils in the overexcavation should be scarified, moisture -conditioned, and compacted. Then, additional moist fill could be placed under controlled conditions to develop design grades. Recommendations for these procedures are presented in the next several sections. 8.4 Preparing the Subgrade of the Areas to be Filled All areas to be filled should be disced, bladed, or scarified until uniform and free from large rock fragments, clods, and deleterious or unsuitable materials. The discing, blading, or scarifying operations should be performed to a depth of about 6 inches. For clays, the soil should be dried or moisture added to achieve a moisture content between the optimum moisture content and 5 percentage points above optimum (0 to +5 percent) and compacted to between 95 and 100 percent of optimum density in accordance with ASTM D 698. For sands, the soil moisture content should be adjusted to within 3 percentage points of optimum (-3 to +3 percent) and similarly compacted. 8.5 Fill Materials All soils used for controlled fill should be free of roots, vegetation, other deleterious or undesirable matter, and rocks fragments larger than 6 inches in diameter. On -site soils meeting the aforementioned criteria could be used for fill. Soils imported from off -site for use as fill should be approved by the Geotechnical Engineer. Pulverized tan and gray limestone gravel that meets the aforementioned criteria and the criteria in the Rock Fragments section also could be used as fill. Pulverized limestone gravel containing about 15 to 20 percent fines will increase its workability. 8.6 Mixing of Fill Lifts and Benching The fill material should be placed in level, uniform lifts, with each lift compacted to the minimum Meadow Lakes Subdivision 6801 Hatch Road Fort Worth, Texas SEG # 122-122 Page 17 dry density within the compaction soil moisture ranges recommended herein. Each lift should be thoroughly mixed during placement and spreading to help insure the uniformity of the layer. The loose lift thickness should not exceed 8 to 9 inches. Light compaction equipment such as walk behind rollers, jumping jacks, etc., is used to compact backfill placed immediately behind retaining walls or around grade beams constructed in trenches. The light compaction equipment reduces the likelihood of overstressing the structural elements and causing retaining walls to rotate, etc. Should light compaction equipment be used, the thickness of the loose lift should be adjusted so that the compaction equipment could adequately compact the newly placed lift without performing excessive passes. In areas where new fill is placed over sloping ground (steeper than 5 horizontal to 1 vertical (5H:1 V)), it is recommended that the new fill be "tied in" to the underlying soils with deep benches (3 to 10-foot horizontal bench dimension, depending on the steepness of the slope) so that the new fill can be placed and compacted in level lifts. Additionally, the fill should be uniformly compacted on each bench to avoid leaving soft or loose zones which could affect the stability of the final fill slopes. 8.7 Rock Fragments There should be no rock fragments incorporated within the fill which exceed six (6) inches in size, and no rock fragments larger than 4 inches permitted within 2 inches of the finished subgrade. Larger rock fragments can cause the formation of nested voids, which would lead to greater than expected subsidence when the overlying finer -sized soils migrate into these voids with percolating or subsurface water. Excavated rock materials or rock fragments to be placed as controlled fill should be completely broken down and placed as soil fill with no nested voids left in place. 8.8 Compaction Moisture Content Prior to and in conjunction with the compacting operations, each fill lift should be brought to the proper moisture content. The moisture content at the time of compaction should be between Meadow Lakes Subdivision 6801 Hatch Road Fort Worth, Texas SEG # 122-122 Page 18 the optimum moisture content (ASTM D 698) and 5 percentage points of optimum (0 to +5 percent) for clays and within 3 percentage points of optimum (-3 to +3 percent) for sands and select fill. 8.9 Degree of Compaction After each layer has been properly placed, mixed and spread, it should be uniformly compacted to between 95 and 100 percent of Standard Proctor Density as determined by ASTM D 698. Typically, engineered fill is expected to settle by about 1 to 2% of the fill thickness. 8.10 Compaction Equipment The selected compaction equipment should be of appropriate type and weightforthe soil to be compacted. The equipment should be capable of compacting the soil to the specified degree of compaction (as measured with field density tests) uniformly for the full depth of each lift. Additionally, the compaction of each lift shall be continuous over its entire area. 8.11 Field Density Tests Field density tests should be performed on each fill lift by the Geotechnical Engineer or his representative to help confirm that an adequate degree of compaction is achieved. These tests should be taken in the compacted material below the disturbed surface. At a minimum, each lift of compacted fill should be tested at a frequency of one test per 2 lots or every 5,000 square feet. Each lift of compacted backfill placed in utility line trenches should be tested at the rate of one test per 75 to 100 feet. If the compacted materials fail to meet the density specified, the lift should be reworked and recompacted as necessary to obtain the specified compaction. 8.12 Construction Observations The Geotechnical Engineer or a qualified technician under the geotechnical engineer's direct Meadow Lakes Subdivision 6801 Hatch Road Fort Worth, Texas SEG # 122-122 Page 19 supervision should observe the earthwork construction at periodic intervals with adequate frequency or on a full-time basis to enable him to provide a professional opinion that all subgrade preparation, fill placement, and related work were completed in accordance with the project specifications. 8.13 Erosion Control During Construction Granular and clayey soils become eroded at runoff velocities of 2 to 3 and 4 to 5 feet per second, respectively. Therefore, all exposed earthwork construction areas and earth slopes should be adequately protected against soil runoff using erosion control, embankment stabilization, slope control measures, and pollution prevention measures as required by the Civil Engineer and by applicable regulations. If the surface runoff velocities cannot be reduced, the exposed soils need to be vegetated or reinforced against erosion. 9.0 GENERAL COMMENTS The analysis and recommendations presented in this study are based upon the data obtained from the test borings at the indicated locations and from any other information discussed herein. If variations appear evident, it will be necessary to re-evaluate the recommendations of this study. It is recommended that the geotechnical engineer be given the opportunity to review the plans and specifications so that comments can be made regarding the interpretation and implementation of our geotechnical recommendations in the design and specifications. It is further recommended that the geotechnical engineer be retained to review tests and observations performed during earthwork and foundation construction phases to help verify that design requirements are fulfilled. This study has been prepared for the exclusive use of our client for specific application to the project described herein and has been prepared in accordance with generally accepted geotechnical engineering practices. No warranties, either expressed or implied, are intended Meadow Lakes Subdivision 6801 Hatch Road Fort Worth, Texas SEG # 122-122 Page 20 or made. In the event that any changes in the nature, design or location of the project as outlined in this study are planned, the conclusions and recommendations contained in this study shall not be considered valid unless the changes are reviewed and the conclusions of this study modified or verified in writing by the geotechnical engineer. Environmental issues regarding this site are not addressed in this study. Only geotechnical recommendations for use in design of specific construction elements, earthwork and quality control testing during construction are presented herein. Caution should always be exercised when working around excavations; a collapse hazard may exist and particular care should be taken when working in/or near excavations 4-ft deep or greater. This firm does not practice or consult in the field of safety engineering. We do not direct the contractor's operations and we cannot be responsible for other than our own personnel on the site; therefore, the safety of others is the responsibility of the contractor. The contractor should notify the owner if any of the recommended actions presented herein are considered to be unsafe. APPENDIX Plan of Borings Logs of Exploratory Borings Key to Soil Symbols and Classifications Lime Series Test Results r---?---------- III � �ii I SI Na T. S. L TION MA _ ---/ �tELL9�LamwT/ Be1G$ RUio w-Nd wmw,eTSNWANUMITATron mnnML*RG4 uaone wr�rar�.invmn.eroe.e.1 rlr�curro��+r.rrwa�aw..awrlrrwliwl ro�anww�au..rros+iwti rwaawa 6La Yrll OiFaY�reautr•F'ropYfmrnryNNpaPnrrl aPM'l lwp. Tlw�rw�pli IamwuRlin Lwwawlman.anr.wilrwowrPavrowrw.rlulro wvmn�waarmlwrmrorvri.araPr J — — — — — — — — — — — — — — — — — PROPOSED RESIDENTIAL LOTS FIGURE 1: BORING LOCATIONS PLAN SYNTEC ENGINEERING GROUP, INC MEADOW LAKES SUBDIVISON 12801 N. STEMMONS FREEWAY # 805 HATCH ROAD FARMERS BRANCH, TX 75234 FORT WORTH, TEXAS TEL (214) 329-1777 SEG#122-0122 NOT TO SCALE 1 /12/2022 LOG OF EXPLORATORY BORING PAGE 1 OF 1 Job Number: 122-122 Project: Meadow Lakes Subdivision Address: Fort Worth, Texas Date Started: 2/2/22 Date Completed: 2/2/22 Groundwater: ATD: --- Static: --- ® Grab Sample ■ Shelby Tube LiTexas Cone Q C J � L N U N a)LL m E 0 N 0 - 5 n c� - N N N -10 U W - O K a z 9 rn W - J LL Q - 0 0 a -15 U cn N OJ O N N M H 0 0 Z W W W z_ 0 Z W 2 U W z Z } F K O d W oc O J U W z Z } SOIL DESCRIPTION Boring No.: B-1 Boring Location: See Plan of Borings Drill Type: Intermittent Sampling Ground Elev.: Not Surveyed Water Level ° ATD (0-� �z� .> N 5 C O a)N 2 0 o V o C V Static Water a N c X o c Table •E o o Q J .E a v o a' N d (6 U) O J J d C Z H d H CLAY (CH), dark brown to brown, hard, with silty clay seams and layers CLAY (CH) tannish brown to tan, hard, with tan weathered limestone seams and layers LIMESTONE, tan, weathered, moderately hard rock Bottom of Boring @ 15 feet Syntech Engineering, Inc. P=4.0 22 P=4.5 18 51 21 30 P=4.5 12 P=4.5 9 P=4.5 7 -=100/0.375' 8 Figure-2 LOG OF EXPLORATORY BORING PAGE 1 OF 1 Job Number: 122-122 Project: Meadow Lakes Subdivision Address: Fort Worth, Texas Date Started: 2/2/22 Date Completed: 2/2/22 Groundwater: ATD: --- Static: --- ® Grab Sample ■ Shelby Tube LiTexas Cone Q C J � L N U N a)LL m E 0 N 0 - 5 n c� - N N N -10 U W - O K a z 9 rn W - J LL Q - 0 0 a -15 U v N OJ O N N M H 0 0 Z W W W z_ 0 Z W 2 U W z Z } F K O d W oc O J U W z Z } SOIL DESCRIPTION Boring No.: B-2 Boring Location: See Plan of Borings Drill Type: Intermittent Sampling Ground Elev.: Not Surveyed Water Level ° ATD (0-� �z� .> N 5 C O a)N 2 0 o V o C V Static Water a N c X o c Table •E o o Q J .E a v o a' N d (6 U) O J J d C Z H d H CLAY (CH), dark brown to brown, hard, with silty clay seams and layers CLAY (CH) tannish brown to tan, hard, with tan weathered limestone seams and layers LIMESTONE, tan, weathered, moderately hard rock Bottom of Boring @ 15 feet Syntech Engineering, Inc. P=4.0 26 61 22 39 P=4.5 19 P=4.5 17 P=4.5 12 -=100/1.375' -=100/0.375' 7 7 38 12 26 Figure-3 LOG OF EXPLORATORY BORING PAGE 1 OF 1 Job Number: 122-122 Project: Meadow Lakes Subdivision Address: Fort Worth, Texas Date Started: 2/2/22 Date Completed: 2/2/22 Groundwater: ATD: --- Static: --- ® Grab Sample ■ Shelby Tube LiTexas Cone Q C J � a)LL m E 0 N 0 - 5 n c� - N N N -10 Q U W - O K a z 9 rn W - J LL Q - 0 0 a -15 U v N OJ O N N M H 0 0 Z W W W z_ 0 Z W 2 U W z Z } U F K O d W oc O J U W z Z } SOIL DESCRIPTION Boring No.: B-3 Boring Location: See Plan of Borings Drill Type: Intermittent Sampling Ground Elev.: Not Surveyed Water Level oN ATD zt�.T. -, - N O 5 O o O o V o .N C V Static Water a- N c a; .� o X o .� Table �•E o o Q J:E m E 0- °' c�� o a' v N d (6 U) 0 J J d O Z H d H CLAY (CH), dark brown to brown, hard, with silty clay seams and layers CLAY (CH) tannish brown to tan, hard, with tan weathered limestone seams and layers LIMESTONE, tan, weathered, moderately hard rock Bottom of Boring @ 15 feet Syntech Engineering, Inc. P=4.0 17 P=4.5 14 T=100/1.1" 7 -=100/0.675' -=100/0.375' 9 26 12 14 Figure-4 LOG OF EXPLORATORY BORING PAGE 1 OF 1 Job Number: 122-122 Project: Meadow Lakes Subdivision Address: Fort Worth, Texas Date Started: 2/2/22 Date Completed: 2/2/22 Groundwater: ATD: --- Static: --- ® Grab Sample ■ Shelby Tube LiTexas Cone Q C J � L N U N a)LL m E 0 N 0 - 5 n c� - N N N -10 Q U W - O K a z 9 rn W - J LL Q - 0 0 a -15 U v N OJ O N N M H 0 0 Z W W W z_ 0 Z W 2 U W z Z } U F K O d W oc O J U W z Z } SOIL DESCRIPTION Boring No.: B-4 Boring Location: See Plan of Borings Drill Type: Intermittent Sampling Ground Elev.: Not Surveyed Water Level ° ATD N -� C O 5 O N o V o C V Static Water a N c X o c Table •E o o Q J .E a v o a' N d (6 U) O J J d C Z H d H CLAY (CH), dark brown to brown, hard, with silty clay seams and layers CLAY (CH) tannish brown to tan, hard, with tan weathered limestone seams and layers LIMESTONE, tan, weathered, moderately hard rock Bottom of Boring @ 15 feet Syntech Engineering, Inc. P=4.0 17 62 22 40 P=4.5 12 T=100/2.0" 7 -=100/0.675' 8 -=100/0.375' 8 Figure-5 LOG OF EXPLORATORY BORING PAGE 1 OF 1 Job Number: 122-122 Project: Meadow Lakes Subdivision Address: Fort Worth, Texas Date Started: 2/7/22 Date Completed: 2/7/22 Groundwater: ATD: --- Static: --- ® Grab Sample ■ Shelby Tube LiTexas Cone Q C J � a)LL m E 0 N 0 - 5 n c� - N N N -10 Q U W - O K a z 9 rn W - 0 0 a -15 U v N OJ O N N M H 0 0 Z W W W z_ 0 Z W 2 U W z Z } U F K O d W oc O J U W z Z } SOIL DESCRIPTION Boring No.: B-5 Boring Location: See Plan of Borings Drill Type: Intermittent Sampling Ground Elev.: Not Surveyed Water Level oN ATD zt�.T. -, - N O 5 O o O o V o .N C V Static Water a- N c a; .� o X o .� Table �•E o o Q J:E m E 0- °' c�� o a' v N d (6 U) 0 J J d O Z H d H CLAY (CH), dark brown to brown, hard, with silty clay seams and layers CLAY (CH) tannish brown to tan, hard, with tan weathered limestone seams and layers LIMESTONE, tan, weathered, moderately hard rock LIMESTONE, gray, hard Bottom of Boring @ 15 feet Syntech Engineering, Inc. P=4.0 16 30 16 14 P=4.5 7 -=100/0.375' 6 -=100/0.875' 6 -=100/0.375' 7 Figure-6 LOG OF EXPLORATORY BORING PAGE 1 OF 1 Job Number: 122-122 Project: Meadow Lakes Subdivision Address: Fort Worth, Texas Date Started: 2/22/22 Date Completed: 2/22/22 Groundwater: ATD: --- Static: --- ® Grab Sample ■ Shelby Tube LiTexas Cone Q C J � L N U N a)LL m E 0 N 0 - 5 n c� - N N N -10 U W - O K a z 9 rn W - J LL Q - 0 0 a -15 U v N OJ O N N M H 0 0 Z W W W z_ 0 Z W 2 U W z Z } F K O d W oc O J U W z Z } SOIL DESCRIPTION CLAY (CHI tannish brown to tan, hard, with tan weathered limestone seams and layers LIMESTONE, tan, weathered, moderately hard rock Bottom of Boring @ 15 feet Syntech Engineering, Inc. Boring No.: B-6 Boring Location: See Plan of Borings Drill Type: Intermittent Sampling Ground Elev.: Not Surveyed Water Level oN ATD zt�.T. -, -0N O 5 a)O o V o C V Static Water a N c N `X-' o .� Table •E o o Q J .E a o a' N d (6 U) O J J a-v O Z H d H P=4.0 18 P=4.5 16 27 12 15 T=100/1.5" 12 -=100/0.875' 7 -=100/0.375' 10 Figure-7 LOG OF EXPLORATORY BORING PAGE 1 OF 1 Job Number: 122-122 Boring No.: B-7 Project: Meadow Lakes Subdivision Boring Location: See Plan of Borings Address: Fort Worth, Texas Date Started: 2/7/22 Date Completed: 2/7/22 Drill Type: Intermittent Sampling Groundwater: ATD: --- Static: --- Ground Elev.: Not Surveyed ® Grab Sample ■ Shelby Tube Li Texas Cone Water Level � o N ATD C aC) m Water 0a) x t,o OStatic oa 0) a) a)u- a s E Table H. E ) aJ ° 0 P 0 to 0- O J d� C SOIL DESCRIPTION Z ~ a H CLAY (CH), dark brown to brown, hard, with silty clay seams and layers - CLAY (CH) tannish brown to tan, hard, with tan weathered limestone seams and layers LIMESTONE, tan, weathered, moderately hard rock — 5 n c� - N N N —10 U W - O a_ a _ _ z LIMESTONE, gray, hard rock 9 U) W - - J LL ci 0 a —15 Bottom of Boring @ 15 feet M H 0 [7 z Z W W W Z_ (7 Z W 2 U W F Z } U7 F 0 O d W 0 O P=4.0 25 37 14 23 P=4.5 T=100/2.25' 7 —=100/0.875' 11 —=100/0.375' 7 28 11 17 c Syntech Engineering, Inc. Figure-8 LOG OF EXPLORATORY BORING PAGE 1 OF 1 Job Number: 122-122 Boring No.: B-8 Project: Meadow Lakes Subdivision Boring Location: See Plan of Borings Address: Fort Worth, Texas Date Started: 2/2/22 Date Completed: 2/2/22 Drill Type: Intermittent Sampling Groundwater: ATD: --- Static: --- Ground Elev.: Not Surveyed ® Grab Sample ■ Shelby Tube Texas Cone Water Level � o (0 ATD w Q O .-o .> w J a m Static Water O a U1 -6o Vo �, a� U w x CV o .� a)u- a a a5 E Table H•�� o� �Q JE asE u) a `�� °a' C 0 to a (6 O J J a C SOIL DESCRIPTION Z ~ a H CLAY (CH), dark brown to brown, hard, with silty clay seams and layers CLAY (CH) tannish brown to tan, hard, with tan weathered limestone seams and layers LIMESTONE, tan, weathered, moderately hard rock — 5 n c� - N N N —10— U W - O K a z 9 rn W - - J LL 0 W , 0 a —15 Bottom of Boring @ 15 feet M H 0 [7 0 Z W W W z_ 0 Z W 2 U W z Z } U7 F 0 O d W 0 O U W z Z Y P=4.0 15 P=4.5 17 f=100/0.87; 6 T=100/1.0" 7 —=100/0.375' 6 c Syntech Engineering, Inc. Figure-9 LOG OF EXPLORATORY BORING PAGE 1 OF 1 Job Number: 122-122 Boring No.: B-9 Project: Meadow Lakes Subdivision Boring Location: See Plan of Borings Address: Fort Worth, Texas Date Started: 2/8/22 Date Completed: 2/8/22 Drill Type: Intermittent Sampling Groundwater: ATD: --- Static: --- Ground Elev.: Not Surveyed ® Grab Sample ■ Shelby Tube Li Texas Cone Water Level � o N ATD C aC) m Water 0a) x t,o OStatic oa 0) a) a)u- a s E Table H. E ) aJ ° 0 P 0 to 0- O J d� C SOIL DESCRIPTION Z ~ a H CLAY (CH), dark brown to brown, hard, with silty clay seams and layers CLAY (CH) tannish brown to tan, hard, with tan weathered limestone seams and layers LIMESTONE, tan, weathered, moderately hard rock — 5 N N —10 U W - O a_ a _ z 9 rn W - - J LL ci 0 a —15 Bottom of Boring @ 15 feet M H 0 [7 0 Z W W W z_ 0 Z W 2 U W z Z } U7 F 0 O d W 0 O U W z Z Y P=4.0 17 P=4.5 9 T=100/3.5" 9 —=100/0.875' 7 —=100/0.375' 7 39 15 24 c Syntech Engineering, Inc. Figure-10 LOG OF EXPLORATORY BORING PAGE 1 OF 1 Job Number: 122-122 Boring No.: B-10 Project: Meadow Lakes Subdivision Boring Location: See Plan of Borings Address: Fort Worth, Texas Date Started: 2/7/22 Date Completed: 2/7/22 Drill Type: Intermittent Sampling Groundwater: ATD: --- Static: --- Ground Elev.: Not Surveyed ® Grab Sample ■ Shelby Tube LiATDCone ATD Water Level C J � Static Water ou- m Table 0 U f SOIL DESCRIPTION CLAY (CH), dark brown to brown, hard, with silty clay seams and OVIZIIIIIIIIIIIIIIII layers CLAY (CH) tannish brown to tan, hard, with tan weathered limestone seams and layers 5 / = N LIMESTONE, tan, weathered, moderately hard rock N —10 U W - O K a z 9 rn W - J LL Q - 0 0 a —15 N OJ O N N M Bottom of Boring @ 15 feet H 0 z Z W W W z_ (7 Z W 2 U W z Z } U W z Z Syntech Engineering, Inc. o n 3 c O 5 a)N o V o C V ��d c-o OQ _�"N� N� O12� d (- O J J a J d� v C N U) Z H d H P=4.0 18 P=4.5 16 T=100/1.75' 11 —=100/10.25' 9 —=100/0.875' 7 61 23 38 Figure-11 LOG OF EXPLORATORY BORING PAGE 1 OF 1 Job Number: 122-122 Boring No.: B-11 Project: Meadow Lakes Subdivision Boring Location: See Plan of Borings Address: Fort Worth, Texas Date Started: 2/7/22 Date Completed: 2/7/22 Drill Type: Intermittent Sampling Groundwater: ATD: --- Static: --- Ground Elev.: Not Surveyed ® Grab Sample ■ Shelby Tube Texas Cone Water Level � o (0 ATD w Q O .-o .> w J a m Static Water O a U1 -6o Vo �, a� U w x CV o .� a)u- a a a5 E Table H•�� o� �Q JE asE u) a `�� °a' C 0 to a (6 O J J a C SOIL DESCRIPTION Z ~ a H — 5 n c� - N N N —10 U W - L CLAY (CH), dark brown to brown, hard, with silty clay seams and layers CLAY (CH) tannish brown to tan, hard, with tan weathered limestone seams and layers LIMESTONE, tan, weathered, moderately hard rock O K a z 9 U) LL LIMESTONE, gray, hard 0 - - c O a —15 Bottom of Boring @ 15 feet M H 0 [7 0 Z W W W z_ 0 Z W 2 U W z Z } U7 F 0 O d W 0 0 U W z Z Y P=4.0 22 P=4.5 14 T=100/2.25' 12 T=100/1.25' 7 T=100/0.5" 7 58 21 37 c Syntech Engineering, Inc. Figure-12 LOG OF EXPLORATORY BORING PAGE 1 OF 1 Job Number: 122-122 Project: Meadow Lakes Subdivision Address: Fort Worth, Texas Date Started: 2/7/22 Date Completed: 2/7/22 Groundwater: ATD: --- Static: --- ® Grab Sample ■ Shelby Tube LiTexas Cone Q C J � L N U N a)LL m E 0 N 0 - 5 n c� - N N N -10 U W - O K a z 9 rn w - J LL Q - 0 0 a -15 U v N OJ O N N M H 0 z Z W W W z_ (7 Z W 2 U W z Z } F K O d w c� O J U W z Z } SOIL DESCRIPTION Boring No.: B-12 Boring Location: See Plan of Borings Drill Type: Intermittent Sampling Ground Elev.: Not Surveyed Water Level oN ATD zt�.T. -, -0N O 5 a)O o V o C V Static Water a N c N `X-' o .� Table •E o o Q J .E a v o a' N d (6 U) O J J d O Z H d H CLAY (CH), dark brown to brown, hard, with silty clay seams and layers LIMESTONE, tan, weathered, moderately hard rock Bottom of Boring @ 15 feet Syntech Engineering, Inc. P=4.0 23 P=4.5 13 47 18 29 T=100/1.25' 11 f=100/0.87E 6 -=100/0.875' 8 Figure-13 LOG OF EXPLORATORY BORING PAGE 1 OF 1 Job Number: 122-122 Project: Meadow Lakes Subdivision Address: Fort Worth, Texas Date Started: 2/8/22 Date Completed: 2/8/22 Groundwater: ATD: --- Static: --- ® Grab Sample ■ Shelby Tube LiTexas Cone Q C J � L N U N a)LL m E 0 N 0 SOIL DESCRIPTION Boring No.: B-13 Boring Location: See Plan of Borings Drill Type: Intermittent Sampling Ground Elev.: Not Surveyed Water Level oN ATD zt�.T. -, -0N O 5 a)O o V o C V Static Water a N c N `X-' o .� Table •E o o Q J .E a v o a' N d (6 U) O J J d O Z H d H CLAY (CH), dark brown to brown, hard, with silty clay seams and layers LIMESTONE, tan, weathered, moderately hard rock - 5 N N —10 U W - O K a _ , z 9 rn w - - J LL K ci 0 a -15 6 Bottom of Boring @ 15 feet M H 0 z Z W W W z_ (7 Z W 2 U W z Z } U W z Z Y P=4.0 18 41 16 25 f=100/0.87E 5 f=100/0.62E 10 -=100/0.375' 7 c Syntech Engineering, Inc. Figure-14 LOG OF EXPLORATORY BORING PAGE 1 OF 1 Job Number: 122-122 Boring No.: B-14 Project: Meadow Lakes Subdivision Boring Location: See Plan of Borings Address: Fort Worth, Texas Date Started: 2/8/22 Date Completed: 2/8/22 Drill Type: Intermittent Sampling Groundwater: ATD: --- Static: --- Ground Elev.: Not Surveyed ® Grab Sample ■ Shelby Tube Li Water Level ATDCone ATD C J � Static Water ou- 0 Table 0 f) SOIL DESCRIPTION CLAY (CH), dark brown to brown, hard, with silty clay seams and layers CLAY (CH) tannish brown to tan, hard, with tan weathered limestone seams and layers = 5 J N N —10 w - a _ z LIMESTONE, tan, weathered, moderately hard rock 9 U) W - J LL Q - , 0 a —15 Bottom of Boring @ 15 feet N OJ O N N M H 0 z Z W W W Z_ (7 Z W 0 U W F Z } U W H Z Syntech Engineering, Inc. O N n ^ .>' -0 C n No O 5 O O o V o C V dam(- O _J aJ d� v C N Z H d H P=4.0 21 P=4.5 14 T=100/1.5" 8 —=100/0.875' 5 —=100/0.625' 6 48 19 29 Figure-15 LOG OF EXPLORATORY BORING PAGE 1 OF 1 Job Number: 122-122 Project: Meadow Lakes Subdivision Address: Fort Worth, Texas Date Started: 2/8/22 Date Completed: 2/8/22 Groundwater: ATD: --- Static: --- ® Grab Sample ■ Shelby Tube LiTexas Cone Q C J � a)LL m E 0 N 0 - 5 n c� - N N N -10 Q U W - O K a z 9 rn W - J LL Q - 0 0 a -15 U v N OJ O N N M H 0 0 Z W W W z_ 0 Z W 2 U W z Z } U F K O d W oc O J U W z Z } SOIL DESCRIPTION Boring No.: B-15 Boring Location: See Plan of Borings Drill Type: Intermittent Sampling Ground Elev.: Not Surveyed Water Level ° ATD N -� C O 5 O N o V o C V Static Water a N c X o c Table •c o o Q J .E a v o a' N d (6 U) O J J d C Z H d H CLAY (CH), dark brown to brown, hard, with silty clay seams and layers CLAY (CH) tannish brown to tan, hard, with tan weathered limestone seams and layers LIMESTONE, tan, weathered, moderately hard rock Bottom of Boring @ 15 feet Syntech Engineering, Inc. P=4.0 18 P=4.5 14 P=4.5 10 P=4.5 14 42 14 28 T=100/1.25' 7 -=100/0.375' 7 Figure-16 LOG OF EXPLORATORY BORING PAGE 1 OF 1 Job Number: 122-122 Boring No.: B-16 Project: Meadow Lakes Subdivision Boring Location: See Plan of Borings Address: Fort Worth, Texas Date Started: 2/8/22 Date Completed: 2/8/22 Drill Type: Intermittent Sampling Groundwater: ATD: --- Static: --- Ground Elev.: Not Surveyed ® Grab Sample ■ Shelby Tube Li Texas Cone Water Level � o N ATD C aC) m Water 0a) x t,o OStatic oa 0) a) a)u- a s E Table H. E ) aJ ° 0 P 0 to 0- O J d� C SOIL DESCRIPTION Z ~ a H — 5 n c� - N N N —10 L CLAY (CH), dark brown to brown, hard, with silty clay seams and layers CLAY (CH) tannish brown to tan, hard, with tan weathered limestone seams and layers LIMESTONE, tan, weathered, moderately hard rock U _ _ o LIMESTONE, gray, hard o' a z 9 rn W - - J LL 0 W , 0 a —15 Bottom of Boring @ 15 feet M H 0 [7 0 Z W W W z_ 0 Z W 2 U W z Z } U7 F 0 O d W 0 O U W z Z Y P=4.0 23 P=4.5 5 T=100/1.25' 4 f=100/0.87E 13 30 14 16 —=100/0.875' 8 c Syntech Engineering, Inc. Figure-17 LOG OF EXPLORATORY BORING PAGE 1 OF 1 Job Number: 122-122 Boring No.: B-17 Project: Meadow Lakes Subdivision Boring Location: See Plan of Borings Address: Fort Worth, Texas Date Started: 2/8/22 Date Completed: 2/8/22 Drill Type: Intermittent Sampling Groundwater: ATD: --- Static: --- Ground Elev.: Not Surveyed ® Grab Sample ■ Shelby Tube Li Texas Cone Water Level � o N ATD C aC) m Water 0a) x t,o OStatic oa 0) a) a)u- a s E Table H. E ) aJ ° 0 P 0 to 0- O J d� C SOIL DESCRIPTION Z ~ a H — 5 n c� - N N N —10 U W - L CLAY (CH), dark brown to brown, hard, with silty clay seams and layers CLAY (CH) tannish brown to tan, hard, with tan weathered limestone seams and layers LIMESTONE, tan, weathered, moderately hard rock O a_ a z 9 U) LL LIMESTONE, gray, hard 0 - - c O a —15 Bottom of Boring @ 15 feet M H 0 [7 0 Z W W W z_ 0 Z W 2 U W z Z } U7 F 0 O d W 0 O U W z Z Y P=4.0 19 53 18 35 P=4.5 T=100/1.5" 9 T=100/1.0" 7 T=100/2.0" 11 c Syntech Engineering, Inc. Figure-18 LOG OF EXPLORATORY BORING PAGE 1 OF 1 Job Number: 122-122 Project: Meadow Lakes Subdivision Address: Fort Worth, Texas Date Started: 2/8/22 Date Completed: 2/8/22 Groundwater: ATD: --- Static: --- ® Grab Sample ■ Shelby Tube LiTexas Cone Q C J � L N U N a)LL m E 0 N 0 - 5 n c� - N N N -10 U W - O K a z 9 rn W - J LL Q - 0 0 a -15 U v N OJ O N N M H 0 0 Z W W W z_ 0 Z W 2 U W z Z } F K O d W oc O J U W z Z } SOIL DESCRIPTION Boring No.: B-18 Boring Location: See Plan of Borings Drill Type: Intermittent Sampling Ground Elev.: Not Surveyed Water Level oN ATD zt�.T. -, - N O 5 O o O o V o .N C V Static Water a- N c a; .� o X o .� Table �-•c o o Q J:E m E a °' c�� o a' v N a_(6 U) O J J d O Z H d H CLAY (CH), dark brown to brown, hard, with silty clay seams and layers CLAY (CH) tannish brown to tan, hard, with tan weathered limestone seams and layers LIMESTONE, tan, weathered, moderately hard rock Bottom of Boring @ 15 feet Syntech Engineering, Inc. P=4.0 20 P=4.5 17 59 22 37 T=100/1.25' 10 -=100/0.625' 10 27 13 14 -=100/0.375' 7 Figure-19 LOG OF EXPLORATORY BORING PAGE 1 OF 1 Job Number: 122-122 Project: Meadow Lakes Subdivision Address: Fort Worth, Texas Date Started: 2/8/22 Date Completed: 2/8/22 Groundwater: ATD: --- Static: --- ® Grab Sample ■ Shelby Tube LiTexas Cone Q C J � L N U N a)LL m E 0 N 0 - 5 n c� - N N N -10 U W - O K a z 9 rn W - J LL Q - 0 0 a -15 U v N OJ O N N M H 0 0 Z W W W z_ 0 Z W 2 U W z Z } F K O d W oc O J U W z Z } SOIL DESCRIPTION Boring No.: B-19 Boring Location: See Plan of Borings Drill Type: Intermittent Sampling Ground Elev.: Not Surveyed Water Level ° ATD (0-� �z� .> N 5 C O a)N 2 0 o V o C V Static Water a N c X o c Table •c o o Q J .E a v o a' N d (6 U) O J J d C Z H d H CLAY (CH), dark brown to brown, hard, with silty clay seams and layers CLAY (CH) tannish brown to tan, hard, with tan weathered limestone seams and layers LIMESTONE, tan, weathered, moderately hard rock Bottom of Boring @ 15 feet Syntech Engineering, Inc. P=4.0 22 P=4.5 19 57 21 36 T=100/2.0" 7 T=100/1.0" 6 -=100/0.875' 6 Figure-20 LOG OF EXPLORATORY BORING PAGE 1 OF 1 Job Number: 122-122 Project: Meadow Lakes Subdivision Address: Fort Worth, Texas Date Started: 2/9/22 Date Completed: 2/9/22 Groundwater: ATD: --- Static: --- ® Grab Sample ■ Shelby Tube LiTexas Cone Q C J � L N U N a)LL m E 0 N 0 - 5 n c� - N N N -10 Q U W - O K a z 9 rn w - J LL Q - 0 0 a -15 U v N - OJ O N N (D - M H 0 - z Z W z z - 20 w x U W z Z } U F K O d w c� O J U W z Z } SOIL DESCRIPTION Boring No.: B-20 Boring Location: See Plan of Borings Drill Type: Intermittent Sampling Ground Elev.: Not Surveyed Water Level oN ATD zt�.T. -, - N O 5 O o O o V o .N C V Static Water a- N c a; .� o X o .� Table �•c o o Q J:E m E 0- °' c�� o a' v N d (6 U) O J J d O Z H d H CLAY (CH), dark brown to brown, hard, with silty clay seams and layers LIMESTONE, tan, weathered, hard, with calcareous clay SILTY CLAY (CL-CH) tannish brown to tan, hard, with tan weathered limestone seams and layers LIMESTONE, tan, weathered, moderately hard rock Bottom of Boring @ 20 feet Syntech Engineering, Inc. P=4.0 36 P=4.5 18 T=100/1.25' 6 P=4.5 19 61 19 42 P=4.5 15 -=100/0.375' 10 f=100/0.37E 11 Figure-21 LOG OF EXPLORATORY BORING PAGE 1 OF 1 Job Number: 122-122 Project: Meadow Lakes Subdivision Address: Fort Worth, Texas Date Started: 2/9/22 Date Completed: 2/9/22 Groundwater: ATD: --- Static: --- ® Grab Sample ■ Shelby Tube LiTexas Cone Q C J � L N U N a)LL m E 0 N 0 - 5 n c� - N N N -10 U W - O K a z 9 rn w - J LL Q - 0 0 a -15 U v N - OJ O N N (D - M H 0 - z Z W z z - 20 w x U W z Z } F K O d w c� O J U W z Z } SOIL DESCRIPTION Boring No.: B-21 Boring Location: See Plan of Borings Drill Type: Intermittent Sampling Ground Elev.: Not Surveyed Water Level oN ATD zt�.T. -, - N O 5 O o O o V o .N C V Static Water a- N c a; .� o X o .� Table �-•E o o Q J:E m E 0- °' c�� o a' v N a_(6 U) O J J d O Z H d H CLAY (CH), dark brown to brown, hard, with silty clay seams and layers LIMESTONE, tan, weathered, hard, with calcareous clay SILTY CLAY (CL-CH) tannish brown to tan, hard, with tan weathered limestone seams and layers LIMESTONE, tan, weathered, moderately hard rock Bottom of Boring @ 20 feet Syntech Engineering, Inc. P=4.0 24 P=4.5 16 T=100/2.0" 9 P=4.5 25 45 16 29 P=4.5 22 P=4.5 21 f=100/0.37E 10 CLlti[���:3 Figure-22 LOG OF EXPLORATORY BORING PAGE 1 OF 1 Job Number: 122-122 Boring No.: B-22 Project: Meadow Lakes Subdivision Boring Location: See Plan of Borings Address: Fort Worth, Texas Date Started: 2/8/22 Date Completed: 2/8/22 Drill Type: Intermittent Sampling Groundwater: ATD: --- Static: --- Ground Elev.: Not Surveyed ® Grab Sample ■ Shelby Tube Texas Cone Water Level � o (0 ATD w Q O .-o .> w J a m Static Water O a U1 -6o Vo �, a� U w x CV o .� a)u- a a a5 E Table H•�� o� �Q JE asE u) a `�� °a' C 0 to a (6 O J J a C SOIL DESCRIPTION Z ~ a H CLAY (CH), dark brown to brown, hard, with silty clay seams and layers CLAY (CH) tannish brown to tan, hard, with tan weathered limestone seams and layers LIMESTONE, tan, weathered, moderately hard rock — 5 N N —10 U W - O K a _ z 9 U) LL LIMESTONE, gray, hard 0 - - c 0 a —15 Bottom of Boring @ 15 feet M H 0 [7 0 Z W W W z_ 0 Z W 2 U W z Z } U7 F 0 O d W 0 O U W z Z Y P=4.0 22 P=4.5 18 42 17 25 T=100/1.75' 11 —=100/0.875' 7 —=100/0.375' 9 c Syntech Engineering, Inc. Figure-23 LOG OF EXPLORATORY BORING PAGE 1 OF 1 Job Number: 122-122 Boring No.: B-23 Project: Meadow Lakes Subdivision Boring Location: See Plan of Borings Address: Fort Worth, Texas Date Started: 2/9/22 Date Completed: 2/9/22 Drill Type: Intermittent Sampling Groundwater: ATD: --- Static: --- Ground Elev.: Not Surveyed ® Grab Sample ■ Shelby Tube Li Texas Cone Water Level ATD � o N C aC) m Water 0a) x t,o OStatic oa 0) a) a)u- a s E Table H. E ) aJ -° 0 P 0 to 0- O J d� C SOIL DESCRIPTION Z ~ a H CLAY (CH), dark brown to brown, hard, with silty clay seams and layers CLAY (CH) tannish brown to tan, hard, with tan weathered limestone seams and layers LIMESTONE, tan, weathered, moderately hard rock - 5 U W - O a_ a _ z 9 rn W - - J LL ci 0 a -15 Bottom of Boring @ 15 feet M H 0 [7 z Z W W W z_ (7 Z W 2 U W z Z } U7 F 0 O d W 0 O U W z Z Y P=4.0 19 P=4.5 14 T=100/1.5" 12 -=100/0.875' 10 -=100/0.375' 9 c Syntech Engineering, Inc. Figure-24 LOG OF EXPLORATORY BORING PAGE 1 OF 1 Job Number: 122-122 Project: Meadow Lakes Subdivision Address: Fort Worth, Texas Date Started: 2/9/22 Date Completed: 2/9/22 Groundwater: ATD: --- Static: --- ® Grab Sample ■ Shelby Tube LiTexas Cone Q C J � L N U N a)LL m E 0 N 0 - 5 n c� - N N N -10 Q U W - O K a z 9 rn w - J LL Q - 0 0 a -15 U N - OJ O N N (D - M H 0 - z Z W z z - 20 w x U W z Z } U F K O d w c� O J U W z Z } SOIL DESCRIPTION Boring No.: B-24 Boring Location: See Plan of Borings Drill Type: Intermittent Sampling Ground Elev.: Not Surveyed Water Level oN ATD zt�.T. -, -0N O 5 a)O o V o C V Static Water a N c N `X-' o .� Table •c o o Q J .E 0- v o a' N d (6 U) O J J d O Z H d H CLAY (CH), dark brown to brown, hard, with silty clay seams and layers - very stiff below 6 feet LIMESTONE, tan, weathered, moderately hard rock Bottom of Boring @ 20 feet Syntech Engineering, Inc. P=4.0 19 P=4.5 12 P=4.5 15 P=2.5 17 64 23 41 P=2.75 14 54 19 35 -=100/1.125' 7 -=100/0.875' 7 Figure-25 LOG OF EXPLORATORY BORING PAGE 1 OF 1 Job Number: 122-122 Project: Meadow Lakes Subdivision Address: Fort Worth, Texas Date Started: 2/9/22 Date Completed: 2/9/22 Groundwater: ATD: --- Static: --- ® Grab Sample ■ Shelby Tube LiTexas Cone Q C J � L N U N a)LL m E 0 N 0 - 5 n c� - N N N -10 Q U W - O K a z 9 rn w - J LL Q - 0 0 a -15 U N OJ O N N M H 0 z Z W W W z_ (7 Z W 2 U W z Z } U F K O d w c� O J U W z Z } SOIL DESCRIPTION Boring No.: B-25 Boring Location: See Plan of Borings Drill Type: Intermittent Sampling Ground Elev.: Not Surveyed Water Level ° ATD N -� C O 5 O N o V o C V Static Water a N c X o c Table •E o o Q J .E a v o a' N d (6 U) O J J d C Z H d H CLAY (CH), dark brown to brown, hard, with silty clay seams and layers LIMESTONE, tan, weathered, moderately hard rock LIMESTONE, gray, hard Bottom of Boring @ 15 feet Syntech Engineering, Inc. P=4.0 20 48 17 31 T=100/1.5" 9 f=100/0.87E 10 -=100/0.875' 8 Figure-26 LOG OF EXPLORATORY BORING PAGE 1 OF 1 Job Number: 122-122 Boring No.: B-26 Project: Meadow Lakes Subdivision Boring Location: See Plan of Borings Address: Fort Worth, Texas Date Started: 2/9/22 Date Completed: 2/9/22 Drill Type: Intermittent Sampling Groundwater: ATD: --- Static: --- Ground Elev.: Not Surveyed ® Grab Sample ■ Shelby Tube Texas Cone Water Level � o (0 ATD w Q O .-o .> w J a m Static Water O a U1 -6o Vo �, a� U w x CV o .� a)u- a a a5 E Table H•�� o� �Q JE asE u) a `�� °a' C 0 to a (6 O J J a C SOIL DESCRIPTION Z ~ a H CLAY (CH), dark brown and tan, intermixed with limestone, hard FILL — 5 CLAY (CH) dark brown, very stiff to hard U W - O W IL SILTY CLAY (CL-CH) tannish brown to tan, hard, with tan weathered limestone seams and layers W - J LL Q - LIMESTONE, tan, weathered, moderately hard rock O W —15 U M H 0 - [7 0 Z W - W z w — 20 Bottom of Boring @ 20 feet F 0 O d W 0 O U W H Z Syntech Engineering, Inc. P=4.0 20 20 P=4.5 17 64 42 22 P=4.5 14 P=4.5 16 P=3.5 21 P=4.5 10 —=100/0.875' 7 Figure-27 LOG OF EXPLORATORY BORING PAGE 1 OF 1 Job Number: 122-122 Boring No.: B-27 Project: Meadow Lakes Subdivision Boring Location: See Plan of Borings Address: Fort Worth, Texas Date Started: 2/9/22 Date Completed: 2/9/22 Drill Type: Intermittent Sampling Groundwater: ATD: --- Static: --- Ground Elev.: Not Surveyed ® Grab Sample ■ Shelby Tube Texas Cone Water Level � o (0 ATD w Q O .-o .> w J a m Static Water O a U1 -6o Vo �, a� U w x CV o .� a)u- a a a5 E Table H•�� o� �Q JE asE u) a `�� °a' C 0 to a (6 O J J a C SOIL DESCRIPTION Z ~ a H — 5 CLAY (CH), dark brown and tan, intermixed with limestone, hard FILL CLAY (CH) dark brown, very stiff to hard N N N —10 U W - O K a SILTY CLAY (CL-CH) tannish brown to tan, hard, with tan weathered limestone seams and layers W - J LL Q - LIMESTONE, tan, weathered, moderately hard rock O a —15 U N - OJ O N N M H 0 - [7 0 Z W - W z w — 20 Bottom of Boring @ 20 feet F 0 O d W 0 O P=4.0 17 110 56 21 35 P=4.5 14 P=4.5 16 P=4.5 12 P=3.5 16 —=100/1.125' 12 —=100/0.875' 10 c Syntech Engineering, Inc. Figure-28 LOG OF EXPLORATORY BORING PAGE 1 OF 1 Job Number: 122-122 Boring No.: B-28 Project: Meadow Lakes Subdivision Boring Location: See Plan of Borings Address: Fort Worth, Texas Date Started: 2/9/22 Date Completed: 2/9/22 Drill Type: Intermittent Sampling Groundwater: ATD: --- Static: --- Ground Elev.: Not Surveyed ® Grab Sample ■ Shelby Tube Texas Cone Water Level � o (0 ATD w Q O .-o .> w J a m Static Water O a U1 -6o Vo �, a� U w x CV o .� a)u- a a a5 E Table H•�� o� �Q JE asE u) a `�� °a' C 0 to a (6 O J J a C SOIL DESCRIPTION Z ~ a H CLAY (CH), dark brown and tan, intermixed with limestone, hard FILL CLAY (CH) dark brown, very stiff to hard — 5 c� - N N N —10 U W - O K a SILTY CLAY (CL-CH) tannish brown to tan, hard, with tan weathered limestone seams and layers J jQ - LIMESTONE, tan, weathered, moderately hard rock O a —15 U N - OJ O N N M H 0 - [7 0 Z W - W z w — 20 Bottom of Boring @ 20 feet F 0 O d W 0 O P=4.0 16 109 P=4.5 14 57 21 36 P=4.5 16 P=3.0 11 P=3.0 10 T=100/1.0" 9 —=100/0.875' 9 52 19 33 c Syntech Engineering, Inc. Figure-29 LOG OF EXPLORATORY BORING PAGE 1 OF 1 Job Number: 122-122 Project: Meadow Lakes Subdivision Address: Fort Worth, Texas Date Started: 2/7/22 Date Completed: 2/7/22 Groundwater: ATD: --- Static: --- ® Grab Sample ■ Shelby Tube LiTexas Cone Q C J � L N U N a)LL m E 0 N 0 - 5 n c� - N N N -10 Q U W - O K a z 9 rn W - J LL Q - 0 0 a -15 U N - OJ O N N (D - M H 0 - 0 Z W - W z z - 20 W x U W z Z } U F K O d W oc O J U W z Z } SOIL DESCRIPTION Boring No.: B-29 Boring Location: See Plan of Borings Drill Type: Intermittent Sampling Ground Elev.: Not Surveyed Water Level ° ATD N -� C O 5 O N o V o C V Static Water a N c X o c Table •c o o Q J .E 0- v o a' N d (6 U) O J J d C Z H d H CLAY (CHI dark brown, very stiff to hard, with silty clay seams and layers SILTY CLAY (CL-CH) tannish brown to tan, hard, with tan weathered limestone seams and layers LIMESTONE, tan, weathered, moderately hard rock Bottom of Boring @ 20 feet Syntech Engineering, Inc. P=4.0 31 P=4.5 22 P=4.5 22 P=4.0 17 65 22 43 P=4.0 15 48 19 29 T=100/1.0" 9 -=100/0.875' 7 Figure-30 LOG OF EXPLORATORY BORING PAGE 1 OF 1 Job Number: 122-122 Boring No.: B-30 Project: Meadow Lakes Subdivision Boring Location: See Plan of Borings Address: Fort Worth, Texas Date Started: 2/7/22 Date Completed: 2/7/22 Drill Type: Intermittent Sampling Groundwater: ATD: --- Static: --- Ground Elev.: Not Surveyed ® Grab Sample ■ Shelby Tube Texas Cone Water Level � o (0 ATD w Q O .-o .> w J a m Static Water O a U1 -6o Vo �, a� U w x CV o .� a)� a a a5 E Table H•�� o� �Q JE asE u) a `�� °a' C 0 to a (6 O J J a C SOIL DESCRIPTION Z ~ a H — 5 CLAY (CHI dark brown, very stiff to hard, with silty clay seams and layers SILTY CLAY (CL-CH) tannish brown to tan, hard, with tan weathered limestone seams and layers 10 w - o z a / 9 - / c? w - 0 W - LIMESTONE, tan, weathered, moderately hard rock 0 a —15 U N - OJ O N N M H 0 - [7 0 Z W - W Z w — 20 Bottom of Boring @ 20 feet F 0 O d W 0 U P=4.0 27 57 21 36 P=4.5 22 P=4.5 19 P=4.0 17 P=4.0 11 T=100/1.5" 7 T=100/1.75' 7 38 19 19 c Syntech Engineering, Inc. Figure-31 LOG OF EXPLORATORY BORING PAGE 1 OF 1 Job Number: 122-122 Project: Meadow Lakes Subdivision Address: Fort Worth, Texas Date Started: 2/7/22 Date Completed: 2/7/22 Groundwater: ATD: --- Static: --- ® Grab Sample ■ Shelby Tube LiTexas Cone Q C J � L N U N a)LL m E 0 N 0 - 5 n c� - N N N -10 Q U W - O K a z 9 rn W - J LL Q - 0 0 a -15 U N OJ O N N M H 0 0 Z W W W z_ 0 Z W 2 U W z Z } U F K O d W oc O J U W z Z } SOIL DESCRIPTION Boring No.: B-31 Boring Location: See Plan of Borings Drill Type: Intermittent Sampling Ground Elev.: Not Surveyed Water Level ° ATD N -� C O 5 O N o V o C V Static Water a N c X o c Table •c o o Q J .E a v o a' N d (6 U) O J J d C Z H d H CLAY (CH), dark brown to brown, hard, with silty clay seams and layers CLAY (CH) tannish brown to tan, hard, with tan weathered limestone seams and layers LIMESTONE, tan, weathered, moderately hard rock Bottom of Boring @ 15 feet Syntech Engineering, Inc. P=4.0 19 56 23 33 P=4.5 12 P=4.5 13 T=100/1.5" 8 -=100/0.375' 9 Figure-32 KEY TO SOIL SYMBOLS AND CLASSIFICATIONS The abbreviations commonly used on each "Record of Subsurface Exploration", as seen on the figures and in the text of the report, are as follows: I. SOIL DESCRIPTION V. SOIL PROPERTY SYMBOLS (a) Cohesionless Soils N: Standard Penetration Resistance: Number of blows by a 140 lb Relative Densitv N, BLOWS/FT hammer dropped 30 in, required Very Loose 0 to 4 to drive a 2 in OD split spoon Loose 5 to 10 sampler 1 ft Compact 11 to 30 Qu: Unconfined Compressive Dense 31 to 50 Strength, TSF Very Dense Over 50 Qp: Pocket Penetrometer Unconfined Compressive Strength, TSF (b) Cohesive Soils Dd: Natural Dry Unit Weight, PCF A : Apparent Groundwater Level at Consistencv Qu, TSF Time Noted Mc: Moisture or Water Content, % Very Soft Less than 0.25 LL: Liquid Limit Soft 0.25 to 0.50 PL: Plastic Limit Firm 0.50 to 1.00 PI: Plasticity Index Stiff 1.00 to 2.00 LI: Liquidity Index (Mc-PL/PI) Very Stiff 2.00 to 4.00 e: Void Ratio Hard Over 4.00 Gs: Specific Gravity of Solid Particles II. PLASTICITY k: Coefficient of Permeability is Hydraulic Gradient Degree of Plasticity q: Rate of Discharge Plasticity Index h: Hydraulic Gradient TSF: Tons per Square Foot None to Slight 0-4 PSF: Pounds per Square Foot Slight 5 - 10 KSF: Kips per Square Foot Medium 11- 30 PCF: Pounds per Cubic Foot High to Very High Over 30 VI. DRILLING/EXCAVATING AND III. RELATIVE PROPORTIONS SAMPLING SYMBOLS Descriptive Term Percent AR: Air Rotary CFA: Continuous Flight Auger Trace 1- 10 HSA: Hollow Stem Auger Little 11- 20 RW: Rotary Wash Some 21- 35 BH: Backhoe And 36 - 50 AU: Auger Sample BS: Bag Sample IV. PARTICLE SIZE IDENTIFICATION RC: Rock Core SS: Split -Spoon, 1-3/8 in ID, 2 in OD, Boulders: 8 in diameter or more Except as Noted Cobbles : 3 in to 8 in diameter TUBE: Shelby Tube, 3 in OD, Except as Gravel : Coarse - 3/4 in to 3 in Noted : Fine - 5.0 mm to 3/4 in WS: Wash Sample Sand : Coarse - 2.0 mm to 5.0 mm OD: Outside Diameter Medium - 0.4 mm to 2.0 mm ID: Inside Diameter Fine - 0.07 mm to 0.4 mm TxC: Texas Department of Transportation Cone Silt - 0.002 mm to 0.07 mm Penetrometer Test Clay - less than 0.002 mm RQD: Rock Quality Designation CR: Core Recovery, % NOTE: SOILS ARE CLASSIFIED IN GENERAL ACCORDANCE WITH THE UNIFIED SOIL CLASSIFICATION SYSTEM Syntec Engineering Group, Inc. Figure 33 FREE SWELL TEST RESULTS GEOTECHNICAL INVESTIGATION MEADOW LAKES SUBDIVISION 6801 HATCH ROAD FORT WORTH, TEXAS SEG Project No. 122-122 Boring Number Sample Depth, ft. Liquid Limit Plastic Limit Plasticity Index Applied Surcharge Pressure, psf Initial Moisture Content, % Final Moisture Content, % Vertical Swell, % B-12 I B-17 I B-18 I B-21 2-3 1-2 2-3 6-7 47 53 59 45 13 18 22 16 29 35 37 29 300 180 300 780 16 19 17 25 18 22 24 27 1 0.8 2.1 3.5 1.3 Figure 34 GC-0160 00 Product Requirements THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH MEADOW LAKES PHASE II STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS COFW #104081 FORT WORTH® CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 12/O1/2023 Approval I Spec No. Concrete Classification Manufacturer Model No. National Spec 19/9/2022 03 30 00 Mix Design American Concrete Company 30CAF029 3000 psi Concrete for Sidewalks & ADA Ramps 19/9/2022 03 30 00 Mix Design American Concrete Company OIJAF382 1000 psi Concrete Base Materal for Trench Repair 19/9/2022 03 30 00 Mix Design American Concrete Company 40CNF065 4000 psi Concrete for Manholes & Utility Structures 19/9/2022 03 30 00 Mix Design American Concrete Company 45CAF076 4500 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Argos D 10000001737 4500 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Argos D10000001791 4500 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Argos D10000001793 4500 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Argos D10000001103 4500 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Argos D10000002107 4500 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Argos D10000001273 4500 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Argos D 10000001617 3600 psi Concrete for Machine Placed Paving 19/9/2022 03 30 00 Mix Design Argos D10000008381 4500 psi Concrete for HES Paving 19/9/2022 03 30 00 Mix Design Argos D 10000009857 50 psi Flowable Fill - CLSM 19/9/2022 03 30 00 Mix Design Argos D10000001055 3000 psi Concrete for Inlets, Junction Boxes, Manholes, Channel Liners, Sidewalks, Driveways, Curb & Gutter 19/9/2022 03 30 00 Mix Design Argos D1000001043S 3000 psi Concrete for Sidewalks, Curbs 19/9/2022 03 30 00 Mix Design Argos D1000001565S 3000 psi Concrete for Curbs, Curb & Gutters, Sidewalks, Driveways, ADA Ramps 19/9/2022 03 30 00 Mix Design Argos D 100000 1615 3600 psi Concrete for Inlets, Boxes, Encasement, Blocking 19/9/2022 03 30 00 Mix Design Argos D10000001061 3600 psi Concrete for Inlets, Boxes, Encasement, Blocking 19/9/2022 03 30 00 Mix Design Argos D100000010835 4000 psi Concrete for Valve Pads, Inlets, Structures, Headwalls, Thrust Blocking 19/9/2022 03 30 00 Mix Design Argos D10000001083 4000 psi Concrete for Valve Pads, Inlets, Structures, Headwalls, Thrust Blocking 19/9/2022 03 30 00 Mix Design Argos D10000001685 4000 psi Concrete for Valve Pads 19/9/2022 03 30 00 Mix Design Argos D 10000005751 750 Psi Concrete Base for Trench Repair 19/9/2022 03 30 00 Mix Design Argos D 100000016814000 psi Concrete for Headwalls, Retaining Walls, Box Culverts, Valley Gutters 19/9/2022 03 30 00 Mix Design Big D Concrete 7SKGRT 3000 psi Concrete for Grouting 19/9/2022 03 30 00 Mix Design Big D Concrete 14500AE 4500 psi Concrete for High Early Strength Paving 1 5/2/2023 32 13 13 Mix Design Big D Concrete CM14520AE 4500 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Big Town Concrete 452065-1 4500 psi hand placed paving 19/9/2022 03 30 00 Mix Design Big Town Concrete 450065-1 4500 psi hand placed paving 19/9/2022 03 30 00 Mix Design Borneo Texas 45U500BG 4500 psi Concrete Mix for Hand Placed Paving, Storm Structures 19/9/2022 03 30 00 Mix Design Borneo Texas 40U553BG 4000 psi Concrete Mix for Machine Placed Paving 19/9/2022 03 30 00 Mix Design Borneo Texas 55U 120AG 4000 psi Concrete Mix for High Early Strength Paving 19/9/2022 03 30 00 Mix Design Borneo Texas 30U 100AG 3000 psi Concrete Mix for Pipe Collars, Inlets, Thrust Blocks, Sidewalks, ADA Ramps 19/9/2022 03 30 00 Mix Design Borneo Texas 30U 101 AG 3000 psi Concrete Mix for Flatwork I9/9/2022 03 30 00 Mix Design Bumco Texas 30U500BG 3000 psi Concrete Mix for Blocking, Encasement, Curb Inlets, Junction Boxes, Fire Hydrant Pads, Driveways, Curb & Gutters, Sidewalks, ADA Ramps 19/9/2022 03 30 00 Mix Design Borneo Texas 40U500BG 4000 psi Concrete Mix for Storm Drain Structures, Driveways, Screen Walls, Collars 19/9/2022 03 30 00 Mix Design Borneo Texas 36U500BG 3600 psi Concrete Mix for Lighting and Traffic Signal Foundations 19/9/2022 03 30 00 Mix Design Borneo Texas 08Y450BA 800 psi Concrete Mix for Base for Trench Repair 19/9/2022 03 30 00 Mix Design Borneo Texas OIY69OBF 100 psi Concrete Mix for Flowable Fill 14/1/2023 0334 16 Mix Design Borneo Texas l OYH50BF 1000 psi Concrete Base Material for Trench Repair 19/9/2022 03 30 00 Mix Design Carder Concrete FWCC602021 4500 psi concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Carder Concrete FWCC552091 3600 psi for Machine Placed Paving 19/9/2022 03 30 00 Mix Design Carder Concrete FWCC602091 3600 psi for Machine Placed Paving 19/9/2022 03 30 00 Mix Design Carder Concrete FWCC359101 Flowable Fill - CLSM 19/9/2022 03 30 00 Mix Design Carder Concrete FWFF237501 Flowable Fill - CLSM 19/9/2022 03 30 00 Mix Design Carder Concrete FWCC602001 4000 psi Concrete for Storm Drain Structures, Manholes, Headwalls, Retaining Walls, Valley Gutters, Drive Approaches 19/9/2022 03 30 00 Mix Design Carder Concrete FWCC502021 3500 psi concrete for Sidewalks, Driveways, Ramps, Curb & Gutter 19/9/2022 03 30 00 Mix Design Carder Concrete FWCC502001 3000 psi for Sidewalks, Driveways, Ramps, Curb & Gutter, Flatwork 19/9/2022 03 30 00 Mix Design Charleys Concrete 4142 3600 psi Concrete for Curb Inlets, Junction Boxes 19/9/2022 03 30 00 Mix Design Charleys Concrete 4518 4000 psi Concrete for Headwalls, Wingwalls 19/9/2022 03 30 00 Mix Design Charleys Concrete 5167 3600 psi Concrete Mix for Machine Placed Paving 19/9/2022 03 30 00 Mix Design Charleys Concrete 4609 4500 psi Concrete Mix for Hand Placed Paving, Manholes 19/9/2022 03 30 00 Mix Design Charleys Concrete 6103 4500 psi Concrete Mix for Hand Placed Paving, Manholes 19/9/2022 03 30 00 Mix Design Charleys Concrete 4502 3000 psi Concrete Mix for Sidewalks 19/9/2022 03 30 00 Mix Design Charleys Concrete 3759 3000 psi Concrete Mix for Sidewalks 19/9/2022 03 30 00 Mix Design Charleys Concrete 1502 150 psi Concrete for Flowable Fill-CLSM 19/9/2022 03 30 00 Mix Design Charleys Concrete 1518 150 Psi Concrete for Flowable Fill-CLSM 19/9/2022 03 30 00 Mix Design Charleys Concrete 5642 4000 psi Concrete for Storm Drain Structures 19/9/2022 03 30 00 Mix Design Charleys Concrete 6595 5000 psi Concrete Mix for High Early Strength Paving 19/9/2022 03 30 00 Mix Design Charleys Concrete 6589 4500 psi Concrete Mix for High Early Strength Paving 19/9/2022 03 30 00 Mix Design Chisholm Trail Redi Mix C13020AE 3000 psi Concrete for Driveways, Curb & Gutter 19/9/2022 03 30 00 Mix Design City Concrete Company 11-350-FF 50-150 psi Concrete for Flowable Fill-CLSM FORT WORTH® CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT Approval Spec No. STANDARD PRODUCTS LIST AS OF 12/O1/2023 Classification Manufacturer Model No. National Spec Concrete (Cm tinned) 19/9/2022 03 30 00 Mix Design City Concrete Company 30HA25II 3000 psi Concrete for Rip -Rap 19/9/2022 03 30 00 Mix Design City Concrete Company 30HA20II 3000 psi Concrete Mix for Blocking, Sidewalks, Flatwork, Pads 19/9/2022 03 30 00 Mix Design City Concrete Company 45NG25II 3600 psi Concrete Mix for Drilled Shafts/Lighting and Traffic Signal Foundations 19/9/2022 03 30 00 Mix Design City Concrete Company 50QG25II 3600 psi Slurry Displaced Drilled Shaft 19/9/2022 03 30 00 Mix Design City Concrete Company 45NA20II 4500 psi Concrete Mix for Hand Placed Paving 19/9/2022 03 30 00 Mix Design City Concrete Company 36LA2011 3600 psi Concrete Mix for Machine Placed Paving 19/9/2022 03 30 00 Mix Design City Concrete Company 36JA001J 3600 psi Concrete Mix for Machine Placed Paving 19/9/2022 03 30 00 Mix Design City Concrete Company 40LA2011 4000 psi Concrete Mix for Storm Drain Structures 1 11 /16/2022 03 30 00 Mix Design City Concrete Company CLNG25II 3600 psi Concrete for Drilled Shaft/Lighting and Traffic Signal Foundations 1 5/5/2023 03 30 00 Mix Design City Concrete Company CCNA25OAG 3600 psi Concrete for Drilled ShaftsLighting and Traffic Signal Foundations 1 5/5/2023 03 30 00 Mix Design City Concrete Company CSSQA25OAG 3,600 psi Concrete for Slurry Displacement Shafts, Underwater Shafts 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 250 3000 psi Concrete Mix for Sidewalks, Driveways, ADA Ramps 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 350 3000 psi Concrete Mix for Sidewalks, Driveways, ADA Ramps 19/9/2022 0334 13 Mix Design Cow Town Redi Mix 9 70 psi Flowable Fill - CLSM 19/9/2022 0334 13 Mix Design Cow Town Redi Mix 9-5-2 70 psi Flowable Fill - CLSM 19/9/2022 0334 13 Mix Design Cow Town Redi Mix 220-8 50 psi Concrete Mix for Flowable Fill - CLSM 19/9/2022 0334 13 Mix Design Cow Town Redi Mix 320-8 50 psi Concrete Mix for Flowable Fill - CLSM 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 230-8 750 psi Concrete Base Material for Trench Repair 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 330-58 750 psi Concrete Base Material for Trench Repair 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 353 3000 psi Concrete Mix for Sidewalks, ADA Ramps, Driveways, Curb & Gutter, Safety End Treatments, Non-TxDOT Retaining Walls 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 253-W 3000 psi Concrete Mix Sidewalks, ADA Ramps, Driveways, Curb & Gutter, Safety End Treatments, Non-TxDOT Retaining Walls 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 260 4000 psi Concrete Mix for Bridge Slabs, Box Culverts, Headwalls 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 260-1 3600 psi Concrete Mix for Headwalls 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 260-2 3600 psi Concrete Mix for Box Culverts, Headwalls 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 360 4000 psi Concrete Mix for Bridge Slabs, Box Culverts, Headwalls 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 360-1 3600 psi Concrete Mix for Box Culverts, Headwalls, Wingwalls 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 264-N 4500 psi Concrete Mix for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 366 4500 psi Concrete Mix for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 265 4500 psi Concrete Mix for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 365 4500 psi Concrete Mix for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 370-NC 4500 psi Concrete for HES Paving 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 370-1NC 5000 psi Concrete for HES Paving 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 375-NC 5000 psi Concrete for HES Paving 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 267 4200 psi Concrete Mix for Manholes and Drainage Structures 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 270 5000 psi Concrete Mix for Cast -in -Place Box Culverts 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 370 5000 psi Concrete Mix for Cast -in -Place Box Culverts 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 255-2 3000 psi Concrete Mix for Inlets, Thrust Blocking, Concrete Encasement 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 257 3600 psi Concrete mix for Valley Gutters 1 11/14/2022 32 13 13 Mix Design Cow Town Redi Mix 357-M 3600 psi Concrete Mix for Machine Placed Paving 19/9/2022 33 13 13 Mix Design Cow Town Redi Mix 257-M 3600 psi Concrete Mix for Machine Placed Paving 19/9/2022 3413 13 Mix Design Cow Town Redi Mix 260-M 4000 psi Concrete Mix for Machine Placed Paving 19/9/2022 35 13 13 Mix Design Cow Town Redi Mix 360-M 4000 psi Concrete Mix for Machine Placed Paving 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 255-LP 3000 psi Concrete Mix for Curb & Gutter 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 355-LP 3000 psi Concrete Mix for Curb & Gutter 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 255 3500 psi Concrete Mix for Flatwork, Inlets, Thrust Blocking Concrete Encasement 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 355 3000 psi Concrete Mix for Inlets, Thrust Blocking, Concrete Encasement 19/9/2022 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 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 357 3600 psi Concrete Mix for Valley Gutters 16/21/2023 03 30 00 Mix Design Cow Town Redi Mix 360-DS 3600 psi Concrete for Drilled Shaft/Lighting and Traffic Signal Foundation 1 1/18/2023 03 30 00 Mix Design Cow Town Redi Mix 380-NC 4500 psi Concrete for HES Paving 19/9/2022 03 30 00 Mix Design GCH Concrete Services GCH4000 4000 psi Concrete for for Sidewalks, Ramps, Headwalls, Inlets, and Storm Drain Structures 19/9/2022 03 30 00 Mix Design GCH Concrete Services GCHV5 4000 psi Concrete for Machine Placed Paving 19/9/2022 03 30 00 Mix Design GCH Concrete Services GCH4500 4500 psi Concrete Hand Placed Paving 19/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates C47PV5E5 3000 psi Concrete for Sidewalks, ADA Ramps 19/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 2MWR-70J23504 3000 psi Concrete for Sidewalks, ADA Ramps 19/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 2M1vVR-147QW5D5 3000 psi Concrete Mix for Sidewalks, ADA Ramps 19/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 2MWR-056PS5D5 4000 psi Concrete Machine Placed Paving 19/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 2MWR-161UV5DM 4500 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 2MWR-IOMQS50N 4500 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 161PS5EM 4500 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates C47PV5E5 3000 psi Concrete Mix for Sidewalks, ADA Ramps 1 4/7/2023 03 30 00 mix Design Ingram Concrete & Aggregates 1 OLQS50N 3,600 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations 19/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 161PS5EM 4500 psi Concrete Mix for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 1551 3000 psi Concrete Mix for Blocking FORT WORTH® CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT Approval Spec No. STANDARD PRODUCTS LIST AS OF 12/01/2023 Classification Manufacturer Model No. National Spec I Concrete(Con inued) 19/9/2022 03 30 00 Mix Design Holum - SOR, Inc. 5177 3000 psi Concrete Mix for Sidewalks 19/9/2022 03 30 00 Mix Design Holum - SOR, Inc. 1261 3000 psi Concrete Mix for Sidewalks 19/9/2022 4 30 00 Mix Design Holum - SOR, Inc. 2125 4500 psi Concrete for HES Paving 19/9/2022 03 30 00 Mix Design Holum - SOR, Inc. 1701 4000 psi Concrete Mix for Stone Drain Structures, Sanitary Sewer Manholes, Junction Box 19/9/2022 03 30 00 Mix Design Holum - SOR, Inc. 5409 4000 psi Concrete Mix for Sidewalks, Inlets 19/9/2022 03 30 00 Mix Design Holden - SOR, Inc. 5507 4500 psi Concrete Mix for Hand Placed Paving 112/15/2022 3 30 00 Mix Design Holden - SOR, Inc. 3741 100 psi concrete for flowable ftIUCSLM 19/9/2022 04 30 00 Mix Design Holden - SOR, Inc. 5017 200 psi Concrete for Base Material for Trench Repair 19/9/2022 03 30 00 Mix Design Holden - SOR, Inc. 9600 3600 psi Concrete for Drill Shafts/Lighting and Traffic Signal Foundations 19/9/2022 03 30 00 Mix Design Holden - SOR, Inc. 1851 4500 psi Concrete for Storm Drain Structures, Hand Placed Paving 112/5/2022 4 30 00 Mix Design Holden - SOR, Inc. 1822 3600 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations 19/9/2022 03 30 00 Mix Design Holden - SOR, Inc. 1859 4000 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations 14/7/2023 03 30 00 Mix Design Liquid Stone C301D 3,000 psi Concrete for Sidewalks, Approaches, and Driveways. 1 4/27/2023 03 30 00 Mix Design Liquid Stone C361DNFA 3,600 psi Concrete for Retaining wall, driveway, junction box apron, approach 14/7/2023 03 30 00 Mix Design Liquid Stone C361DHR 3,600 psi Concrete for Drilled Shaft/Lighting and Traffic Signal Foundations 1 1/24/2023 03 30 00 Mix Design Liquid Stone C451DHR-A 4500psi Concrete for HES Paving 19/9/2022 03 30 00 Mix Design Martin Marietta R2132214 3,000 psi Concrete for Sidewalks & Ramps 19/9/2022 03 30 00 Mix Design Martin Marietta D9490SC 3,000 psi Concrete for Sidewalks & Ramps 19/9/2022 03 30 00 Mix Design Martin Marietta R2131214 3,000 psi Concrete for Sidewalks & Ramps 19/9/2022 03 30 00 Mix Design Martin Marietta R2131314 3,000 psi Concrete for Sidewalks & Ramps 19/9/2022 03 30 00 Mix Design Martin Marietta R2136014 3,000 psi Concrete for Sidewalks & Ramps 19/9/2022 03 30 00 Mix Design Martin Marietta R2136214 3,000 psi Concrete for Sidewalks & Ramps 19/9/2022 03 30 00 Mix Design Martin Marietta R2141224 4,000 psi Concrete for Sidewalks & Ramps 19/9/2022 03 30 00 Mix Design Martin Marietta R2141024 4,000 psi Concrete for Sidewalks & Ramps 19/9/2022 03 30 00 Mix Design Martin Marietta R2136224 3,600 psi Concrete for Curb Inlets 19/9/2022 03 30 00 Mix Design Martin Marietta R2141233 3,600 psi Concrete for Storm Structures, Inlets, Blocking & Encasement 19/9/2022 03 30 00 Mix Design Martin Marietta FLOW25A 50 psi Concrete for Flowable Fill/CLSM 19/9/2022 03 30 00 Mix Design Martin Marietta R2142233 3,600 psi Concrete for Manholes, Inlets & Headwalls 19/9/2022 03 30 00 Mix Design Martin Marietta R2146333 3,600 psi Concrete for Manholes, Inlets & Headwalls, Concrete Encasement 19/9/2022 03 30 00 Mix Design Martin Marietta R21412304,000 psi Concrete for Manholes, Inlets & Headwalls, Valve Pads 19/9/2022 03 30 00 Mix Design Martin Marietta R2146035 4,000 psi Concrete for Manholes, Inlets & Headwalls, Valve Pads 19/9/2022 03 30 00 Mix Design Martin Marietta R2146335 4,500 psi Concrete for Hand Placed Paving, Inlets, Storm Drain Structures 1 11/2/2022 32 13 13 Mix Design Martin Marietta Q2141 N27 4,000 psi Concrete for Machine Placed paving 1 11/2/2022 32 13 13 Mix Design Martin Marietta Q2141K30 4,000 psi Concrete for Machine Placed Paving 1 11/2/2022 32 13 13 Mix Design Martin Marietta R2146N36 4,500 psi Concrete for Hand Placed Paving 1 11/15/2022 33 13 13 Mix Design Martin Marietta R2146K36 4,500 psi Concrete for Hand Placed Paving 1 11/15/2022 3413 13 Mix Design Martin Marietta R2146P36 4,500 psi Concrete for Hand Placed Paving 1 11/2/2022 32 13 13 Mix Design Martin Marietta R2146K36 4,500 psi Concrete for Hand Placed Paving 1 11/2/2022 32 13 13 Mix Design Martin Marietta R2146N35 / 6.11 sacks / 4,500 psi concrete for Hand Place Paving, Inlets, Manholes, Headwalls 1 11/2/2022 32 13 13 Mix Design Martin Marietta R2146K34 4,000 psi Concrete for Inlets, Manholes, Headwalls 1 11/2/2022 32 13 13 Mix Design Martin Marietta R2141N24 4,000 psi Concrete for Sidewalks and Ramps 1 11/2/2022 32 13 13 Mix Design Martin Marietta R2141K24 4,000 psi Concrete for Junction Boxes, Sidewalks and Ramps 19/9/2022 03 30 00 Mix Design Martin Marietta R2146038 4,500 psi Concrete for Inlets, Storm Drain Structures 19/9/2022 03 30 00 Mix Design Martin Marietta R2146036 4,500 psi Concrete for Hand Placed Paving, Inlets 19/9/2022 03 30 00 Mix Design Martin Marietta R2146042 4,500 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Martin Marietta R2146242 4,500 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Martin Marietta R2146236 4,500 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Martin Marietta D9493SC 4,500 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Martin Marietta R2147241 4,500 psi Concrete for Hand Placed Paving 14/l/2023 32 13 20 Mix Design Martin Marietta R2136N14 / 5.00 sacks / 3,000 psi concrete for Sidewalks 14/l/2023 03 30 00 Mix Design Martin Marietta R21461`33 / 6.01 sacks / 4,000 psi concrete for Bridge Deck 14/l/2023 03 30 00 Mix Design Martin Marietta R2146033 4,000 psi Concrete for Ripmp 14/7/2023 32 13 20 Mix Design Martin Marietta R2136K14 3,000 psi concrete for sidewalks and ramps 14/7/2023 32 13 13 Mix Design Martin Marietta R2161K70 6,000 psi (3,000 psi @ 24Ius.) for HES Paving 14/l/2023 03 30 00 Mix Design Martin Marietta 310LBP 3,600 psi Concrete for Retaining Walls 1 5/22/2023 32 13 13 Mix Design Martin Marietta R2146K37/6.22 sack / 4,500 psi Concrete for Hand Placed Paving 14/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 Approval Spec No. STANDARD PRODUCTS LIST AS OF 12/O1/2023 Classification Manufacturer Model No. National Spec I Concrete(Con inued) 1 5/3/2023 03 30 00 Mix Design Martin Marietta M7842344 4,000 psi Concrete for Bridge Deck 16/1/2023 32 1320 Mix Design Martin Marietta R2136R20 3,000 psi Concrete for Sidewalks and Ramps 16/1/2023 32 1320 Mix Design Martin Marietta R2136N20 3,000 psi Concrete for Sidewalks and Ramps 1 6/27/2023 03 30 00 Mix Design Martin Marietta U2146N41 / 6.44sacks / 3,600 psi Concrete for Drilled Shafts / Lighting and Traffic Signal Foundations 1 6/27/2023 03 30 00 Mix Design Martin Marietta U2146K45 / 6.65 sacks / 3,600 psi Concrete for Drilled Shafts / Lighting and Trafic Signal Foundations 1 8/4/2023 03 30 00 Mix Design Martin Marietta U2146R41 / 6.44 sacks / 4,500 psi Concrete for Drilled Piers/Light Pole bases. 1 8/4/2023 03 30 00 Mix Design Martin Marietta R2136R14 / 5.00 sacks / 3,500 psi Concrete for Sidewalks and Ramps 1 8/4/2023 32 1320 Mix Design Martin Marietta R2141 R24 / 5.53 / 4,000 psi Concrete for Junction Box, Box Culvert, Sidewalks and Ramps. 1 8/4/2023 03 30 00 Mix Design Martin Marietta R2146R35 / 6.11 / 4,500 psi Concrete for Inlets, Manholes, and Headwalls 1 8/4/2023 32 13 13 Mix Design Martin Marietta R2146R36 / 6.17 / 4,500 psi Concrete for Hand Placed Paving 1 8/30/2023 03 30 00 Mix Design Martin Marietta R2141 R30 / 5.85 SK / 4,000 psi Concrete for Box Culverts & Headwalls 1 8/4/2023 32 13 13 Mix Design Martin Marietta Q2141 R27 / 5.69 sacks / 4,000 psi Concrete for Machine Placed Paving 1 11/20/2023 03 30 00 Mix Design Martin Marietta R2146R33 / 6.01 Sacks / 4,000 psi Concrete Mix for CIP Sewer Manholes 1 11 /20/2023 03 30 00 Mix Design Martin Marietta R2146K33 / 6.01 Sacks / 4,000 psi Concrete Mix for CIP Sewer Manholes. 19/9/2022 32 1320 Mix Design NCS Redi Mix NCS5020A 3000 psi Concrete Mix for Curb & Gutter, Driveways, Sidewalks 19/9/2022 03 30 00 Mix Design NBR Ready Mix TX C-YY 3000 psi Concrete Mix for Curb Inlets 19/9/2022 03 30 00 Mix Design NBR Ready Mix TX C-NY 3000 psi Concrete Mix for Curb Inlets 19/12/2023 03 30 00 Mix Design NBR Ready Mix CLS Pl-YY / 6.00 Sacks / 4,000 psi Concrete for Collars, Manholes, Box Culverts 1 10/4/2023 03 30 00 Mix Design NBR Ready Mix CLS A-YY / 5.00 Sacks / 3,000 psi Concrete for Sidewalks & Ramps, and Curb & Gutter 1 10/4/2023 03 30 00 Mix Design NBR Ready Mix CLS A -NY/ 5.00 Sacks / 3,000 psi Concrete for Sidewalks & Ramps, and Curb & Gutter 1 10/4/2023 32 13 13 Mix Design NBR Ready Mix TX C SF-YY / 5.50 Sacks / 3,600 psi Concrete for Machine Placed Paving 1 10/4/2023 32 13 13 Mix Design NBR Ready Mix TX C SF -NY 5.50 Sacks / 3,600 psi Concrete for Machine Placed Paving 1 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 1 10/4/2023 32 13 13 Mix Design NBR Ready Mix CLS P2-NY / 6.50 Sacks / 4,500 psi Concrte for Hand Placed Paving 1 10/4/2023 0334 13 Mix Design NBR Ready Mix FTW FLOW FILL / 150 psi concrete for Flowable 17/10/2023 03 30 00 Mix Desigg Osborn 30A50MR / 5 SK / 3,000 psi Concrete for Sidewalks 17/10/2023 32 13 13 Mix Design Osborn 45A60MR / 6 SK / 4,500 psi Concrete for Hand Placed Paving 1 1/24/2023 03 30 00 Mix Design Rapid Redi Mix RRM6320AHP 4500 psi Concrete for Hand Placed Paving 1 1/24/2023 03 30 00 Mix Design Rapid Redi Mix RRM5525A 3600 psi Concrete for Valley Gutters, Sidewalks, Approaches, ADA Ramps 1 1/18/2023 03 30 00 Mix Design Rapid Redi Mix RRM6020ASS 4000 psi Concrete for Strom Drain Structures 1 1/18/2023 03 30 00 Mix Design Rapid Redi Mix RRM5320A 3000 psi Concrete for Blocking 1 1/18/2023 03 30 00 Mix Design Rapid Redi Mix RRM5020A 3000 psi Concrete for Curb, Gutter, Driveways, Sidewalk, Ramps 19/9/2022 03 30 00 Mix Design Redi-Mix DCA2E554 3000 psi Concrete Mix for Rip Rap 19/9/2022 03 30 00 Mix Design Redi-Mix VOJ11524 3000 psi Concrete Mix for Curb & Gutter 19/9/2022 0334 13 Mix Design Redi-Mix FOCIO021 215 psi Flowable Fill - CLSM 19/9/2022 03 30 00 Mix Design Redi-Mix 1 OJI 1524 3000 psi Concrete Mix for Driveways, Sidewalks, ADA Ramps 19/9/2022 03 30 00 Mix Design Redi-Mix 1OJ11504 3000 psi Concrete Mix for Sidewalks 19/9/2022 03 30 00 Mix Design Redi-Mix 1OL11504 / 6.00 Sacks / 4,000 psi Concrete Mix for Sidewalks, Curb & Gutter, Sewer Manhole, Inlets, & Junction Boxes 19/9/2022 03 30 00 Mix Design Redi-Mix 1OL11524 / 6.00 Sacks / 4,000 psi Concrete Mix Manholes, Inlets, Junction Boxes, Headwalls 19/9/2022 03 30 00 Mix Design Redi-Mix 1RJ11524 3500 psi Concrete Mix for Thrust Blocks, Valve Pads 1 9/29/2022 03 30 00 Mix Design Redi-Mix 1 OL21524 4000 psi Concrete Mix for Manholes 19/9/2022 03 30 00 Mix Design Redi-Mix 15611524 4000 psi Concrete Mix for Cast -in -Place Storm Drain Structures 19/9/2022 03 30 00 Mix Design Redi-Mix 1OL115E4 3600 psi Concrete Mix for Bridge substructures 19/9/2022 03 30 00 Mix Design Redi-Mix 156115D4 4000 psi Bridge Slabs 19/9/2022 0334 13 Mix Design Redi-Mix F35238VN 100 psi Flowable Fill - CLSM 19/9/2022 0334 13 Mix Design Redi-Mix FOD138VM 100 psi Flowable Fill - CLSM 19/9/2022 0334 13 Mix Design Redi-Mix 1 OJI1554 3000 psi Concrete Mix for Rip -Rap 19/9/2022 03 30 00 Mix Design Redi-Mix POG138K9 1000 psi Concrete Mix for Trench Repair Base Material 19/9/2022 03 30 00 Mix Design Redi-Mix 1 OK11524 3600 psi Concrete Mix for Encasement 19/9/2022 03 30 00 Mix Design Redi-Mix 1 ON11507 4500 psi (2600 psi @ 24 hrs.) Concrete Mix for HES Paving 19/9/2022 03 30 00 Mix Design Redi-Mix 1 ON11504 5000 psi (3600 psi @ 2 days) Concrete Mix for HES Paving 19/9/2022 03 30 00 Mix Design Redi-Mix 50KI 1524 3600 psi Concrete Mix for Machine Placed Paving 19/9/2022 03 30 00 Mix Design Redi-Mix 1 OM115D4 4500 psi Concrete Mix for Hand Placed Paving, Storm Drain Structures 19/9/2022 03 30 00 Mix Design Redi-Mix 1 OM11524 4500 psi Concrete Mix for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Redi-Mix 1 OM11504 4500 psi Concrete Mix for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Redi-Mix 145CD5P4 4500 psi Concrete Mix for Hand Placed Paving, Storm Drain Structures 1 11/2/2022 03 30 00 Mix Design Redi-Mix 1451`251`4 4500 psi Concrete for Storm Drain Structures 1 12/5/2022 03 30 00 Mix Design Redi-Mix 1 OK115C4 3500 psi Concrete for Thrust Blocks, Valve Pads 1 12/5/2022 03 30 00 Mix Design Redi-Mix 156115C4 4000 psi Concrete for CIP Storm Drain Structures 1 12/5/2022 03 30 00 Mix Design Redi-Mix 1 OL115C4 3600 psi Concrete for Manhole, Inlet, Junction Box, Headwall 15/15/2023 03 30 00 Mix Design Redi-Mix 80L115135 3600 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations 15/15/2023 03 30 00 Mix Design Redi-Mix 1 ON115D6 Slurry Displacement Shafts, Underwater Drilled shafts 19/9/2022 0334 13 Mix Design SRM Concrete 30000 3,000 psi Concrete for Sidewalks and Ramps, Curb & Gutter 19/9/2022 0334 13 Mix Design SRM Concrete 40050 4,000 psi Concrete for Headwalls, Retaining Wall, Collars 19/9/2022 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 40068 3,600 psi Concrete for Machine Placed Paving 19/9/2022 03 30 00 Mix Design SRM Concrete 45000 4,500 psi Concrete for Hand Placed Paving FORT WORTH® CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT Approval Spec No. STANDARD PRODUCTS LIST AS OF 12/01/2023 Classification Manufacturer Model No. National Spec I Concrete(Con inued) 19/9/2022 03 30 00 Mix Design SRM Concrete 45300 4,500 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design SRM Concrete 40326 4,500 (3,00 (il 3-days) psi Concrete for HES Paving 19/9/2022 03 30 00 Mix Design SRM Concrete 35022 3,600 psi Concrete for Junction Box, Retaining Walls 19/9/2022 03 30 00 Mix Design SRM Concrete 30050 3,000 psi Concrete for Sidewalks, Ramps, Inlets, Junction Boxes, Thrust Blocks, Curb and Gutter, Driveways, Barrier Ramp 12/10/2023 03 30 00 Mix Design SRM Concrete 50310 5,000 psi Concrete for HES Paving 1 1/13/2023 32 13 13 Mix Design SRM Concrete 45023 4,500 psi Concrete for Hand Placed Paving 15/5/2023 03 30 00 Mix Design SRM Concrete D100008553CB 4,000 psi Concrete for Bdridge Approach Slab, Deck Slab 19/9/2022 03 30 00 Mix Design Tarrant Concrete FW60AHP 4500 psi Concrete Mix for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Tarrant Concrete FW6020AHP 4500 psi Concrete Mix for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Tarrant Concrete TCFW6020AHP 4500 psi Concrete Mix for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Tarrant Concrete FW7520AMR 4500 (3000 psi to) 3-days) psi Concrete HES Paving 19/9/2022 03 30 00 Mix Design Tarrant Concrete FW6520AMR 4500 (3000 psi (d 3-days) psi HES Paving 19/9/2022 03 30 00 Mix Design Tarrant Concrete FW5520AMP 3600 psi Concrete for Machine Placed Paving 19/9/2022 03 30 00 Mix Design Tarrant Concrete FW5320A 3000 psi Concrete Mix for Blocking 19/9/2022 0334 13 Mix Design Tarrant Concrete FWFF150CLSM 50-150 psi Flowable Fill - CLSM 19/9/2022 0334 13 Mix Design Tarrant Concrete FWFF275 50-150 psi Flowable Fill - CLSM 19/9/2022 03 30 00 Mix Design Tarrant Concrete FW6020A2 4000 psi Concrete Mix for Storrs Drain Structures 1 10/10/2022 03 30 00 Mix Design Tarrant Concrete TCFW6025A2 4000 psi Concrete for Manholes 1 10/10/2022 03 30 00 Mix Design Tarrant Concrete TCFW5020A 3000 psi Concrete for Sidewalks 19/9/2022 03 30 00 Mix Design Tarrant Concrete FW5025A 3000 psi Concrete Mix for Curb & Gutter, Driveways, Sidewalks, ADA Ramps 19/9/2022 03 30 00 Mix Design Titan Ready Mix 3020AE 3000 psi Concrete for Sidewalks 19/9/2022 03 30 00 Mix Design Tarrant Concrete CP5020A 3000 psi Concrete Mix for Curb and Gutter 19/9/2022 03 30 00 Mix Design Tarrant Concrete FW5525A2 3600 psi Concrete Mix for Sidewalks, Drive Approaches, ADA Ramp 19/9/2022 03 30 00 Mix Design Titan Ready Mix TRC4520 4500 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design True Grit Redi Mix 0250.230 3000 psi Concrete Mix for Flatwork, Curb & Gutter, Driveways, Sidewalks, ADA Ramps 19/9/2022 03 30 00 Mix Design True Grit Redi Mix 270.230 5000 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design True Grit Redi Mix 0250.2301 3000 psi Concret Mix for Curb & Gutter, Driveways, Sidewalks, ADA Ramps 19/9/2022 03 30 00 Mix Design True Grit Redi Mix 0260.2302 4000 psi Concrete Mix for Machine Placed Paving 19/9/2022 03 30 00 Mix Design True Grit Redi Mix 0255.2301 3600 psi Concrete Mix for Machine Placed Paving 19/9/2022 03 30 00 Mix Design True Grit Redi Mix 0260.2301 4500 psi Concrete Mix for Hand Placed Paving 19/9/2022 03 30 00 Mix Design True Grit Redi Mix 0265.2301 4500 psi Concrete Mix for Valley Gutters, Hand Placed Paving 1 11/30/2023 32 13 13 Mix Design Wildcatter Redi-Mix 3620AI / 6.00 Sacks / 3,600 psi Concrete Mix for Machine Placed Paving 1 11/20/2023 32 13 13 Mix Design Wildcatter Redi-Mix 4520AI / 6.50 Sacks / 4,500 psi Concrete Mix for Hand Placed paving 1 11/20/2023 03 30 00 Mix Design Wildcatter Redi-Mix 3020AI / 5.00 Sacks / 3,000 psi Concrete Mix for Sidewalks and Inlets 1 11/30/2023 03 30 00 Mix Design Wildcatter Redi-Mix 4020AI / 6.00 Sacks / 4,000 psi Concrete Mix for Sidewalks and Inlets 19/9/2022 03 30 00 Mix Design Wise Redi Mix 3678 3600 psi Concrete Mix for Lighting and Traffic Signal Foundations Aall Payin�j 19/9/2022 32216 Mix Desr Austin Asphalt FT5D137965 PG64-22 Type D Fine Surface 19/9/2022 32 1216 Mix Desr Austin Asphalt DA51)135965 PG64-22 Type D Fine Surface 19/9/2022 32 1216 Mix Desr Austin Asphalt FT5B 117965 PG64-22 Type B Fine Base 19/9/2022 32 12 16 Mix Des�n Austin Asphalt FT1B139965 PG64-22 Type B Fine Base 19/9/2022 32 12 16 Mix Des�n Austin Asphalt FT1B117.2 PG64-22 Type B Fine Base 19/9/2022 32 12 16 Mix Desr Reynolds Asphalt 1901D PG64-22 Type D Fine Surface 19/9/2022 32 12 16 Mix Desr Reynolds Asphalt 1112B PG64-22 Type B Fine Base 19/9/2022 32 12 16 Mix Design Reynolds Asphalt 1612B PG64-22 Type B Fine Base 1 11/20/2023 32 12 16 Mix Design Reynolds Asphalt 2101D PG64-22 Type D Fine Surface 19/9/2022 32 12 16 Mix Design Surmount Paving 341DV6422 PG64-22 Type D Fine Surface 1 11/26/2022 32 12 16 Mix Design Surmount Paving 340DV6422 PG64-22 Type D Fine Surface 1 12/5/2022 33 12 16 Mix Design Sunmount Paving 3076BV6422 PG62-22 Type B Fine Base 19/9/2022 32 12 16 Mix Design Sunmount Paving 341-BRAP6422ERG PG64-22 Type B Fine Base 19/9/2022 32 12 16 Mix Design TXBIT 37-211305-20 PG64-22 Type B Fine Base 19/9/2022 32 12 16 Mix Design TXBIT 44-211305-17 PG64-22 Type B Fine Base 19/9/2022 32 12 16 Mix Design TXBIT 211305 (1757) PG64-22 Type B Fine Base 19/9/2022 32 12 16 Mix Design TXBIT 222475 (1857) PG64-22 Type D Fine Surface 19/9/2022 32 12 16 Mix Design TXBIT 29-222475-19 PG64-22 Type D Fine Surface 19/9/2022 32 12 16 Mix Design TXBIT 1-222475-20 PG64-22 Type D Fine Surface 19/9/2022 32 12 16 Mix Design TXBIT 64-224125-18 PG70-22 Type D Fine Surface 19/9/2022 32 12 16 Mix Design TXBIT 12-222475-19 PG64-22 Type D Fine Surface Detectable Wami Surface 19/9/2022 32 13 20 DW -Pavers Pine Hall Brick (Winston Salem, NC) Tactile Pavers 19/9/2022 32 1320 DWS - Pavers Western Brick Co. (Houston, TX) Detectable Warning Pavers 19/9/2022 32 1320 DWS - Composite Engineered Plastics, Inc. (Williamsville, 7 Armor Tile 19/9/2022 32 1320 DWS - Composite ADA Solutions (Wilmington, MA) Heritage Brick CIP Composite Paver 14/7/2023 32 1320 DWS - Pavers ADA Solutions (Wilmington, MA) Detectable Warning Pavers FORT WORTH® CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 12/01/2023 Approval Spec No. Classification Manufacturer Model No. National Spec Silicone Joint Sealant 19/9/2022 132 1373 Joint Sealant Dow 890SL - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893 19/9/2022 132 1373 Joint Sealant Tremco 900SL - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893 19/9/2022 132 1373 Joint Sealant Pecom 300SL - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893 19/9/2022 132 1373 Joint Sealant Cralbo RoadSaver Silicone - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893 Utili . Trench Embedment Sand 19/9/2022 33 05 ]0 Embedment Sand Silver Creek Materials Utility Embedment Sand ASTM C33 19/9/2022 3305 10 Embedment Sand Crouch Materials Utility Embedment Sand ASTM C33 19/9/2022 3305 10 Embedment Sand F and L Dirt Movers Utility Embedment Sand ASTM C33 19/9/2022 3305 10 Embedment Sand F and L Dirt Movers Utility Embedment Sand ASTM C33 19/9/2022 3305 10 Embedment Sand Tin Top Martin Marietta Utility Embedment Sand ASTM C33 Storm Sewer - Manholes & Bases/Frames & 47bvers/Standard (Round) 33-05-13 19/28/2018 3305 13 Manhole Frames and Covers AccuCast (Govind Steel Company, LTD) MHRC 4220605 (Size - **24" Dia.) ASTM A48 AASHTO M306 19/28/2018 3305 13 Manhole Cover Neenah Foundry NF-1274-1791 (Size - 32" Dial ASTM A48 AASHTO M306 19/28/2018 3305 13 Manhole Frames and Covers Neenah Foundry NF-1743-LM (Hinged) (Size - 32" Dial ASTM A48 AASHTO M306 19/28/2018 3305 13 Manhole Frame Neenah Foundry NF-1930-30 (Size - 32.25" Dial ASTM A48 AASHTO M306 19/28/2018 3305 13 Manhole Frames and Covers Neenah Foundry R-1743-ITV (Size - 32" Dia.) ASTM A48 AASHTO M306 1 4/3/2019 3305 13 Manhole Frames and Covers SIP Industries ++ 2279ST (Size - 24" Dia.) ASTM A48 AASHTO M306 1 4/3/2019 3305 13 Manhole Frames and Covers SIP Industries ++ 2280ST (Size - 32" Dia.) ASTM A48 AASHTO M306 1 10/8/2020 3305 13 Manhole Frames and Covers EJ ( Formally East Jordan Iron Works) EJ1033 Z2/A (Size - 32.25" Dia.) ASTM A536 AASHTO M306 **Note: All new development and new installation manhole lids sha l meet the minimum 30-inch opening requirement as specified in City Specification 33 0513. Any smaller opening sizes will only be allowed for existing manholes that require replacement frames and covers. FORT WORTH® CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT Approval Spec No. STANDARD PRODUCTS LIST AS OF 12/O1/2023 Classification Manufacturer Model No. National Spec Storm Sewer - Inlet & Structures 33-05-13 110/8/2020 33 49 20 Curb Inlets Fortenra FRT-1 Ox3-405-PRECAST** (Size - 10' X 3') ASTM C913 110/8/2020 33 49 20 Curb Inlets Fortema FRT-100-406-PRECAST** (Size - 10' X 3') ASTM C913 110/8/2020 33 49 20 Curb Inlets Fortema FRT-lOx4.5-407-PRECAST** (Size - 10' X 4.5') ASTM C913 110/8/2020 33 49 20 Curb Inlets Fortema FRT-lOx4.5-420-PRECAST** (Size - 10' X 4.5') ASTM C913 110/8/2020 33 39 20 Manhole Fortema FRT-4X4-409-PRECAST-TOP (Size - 4' X 4') ASTM C913 110/8/2020 33 39 20 Manhole Fortema FRT-4X4-409-PRECAST-BASE (Size - 4' X 4') ASTM C913 110/8/2020 33 39 20 Manhole Fortema FRT-5X5-410-PRECAST-TOP (Size - 5' X 5') ASTM C913 110/8/2020 33 39 20 Manhole Fortema FRT-5X5-410-PRECAST-BASE (Size - 5' X 5') ASTM C913 110/8/2020 33 39 20 Manhole Fortema FRT-6X6-411-PRECAST-TOP (Size - 6' X 6') ASTM C913 110/8/2020 33 39 20 Manhole Fortema FRT-6X6-411-PRECAST-BASE (Size - 6' X 6') ASTM C913 13/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-IOX3-405-PRECAST INLET** (Size - 10' X 3') ASTM 615 13/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-15X3-405-PRECAST INLET** (Size - 15' X 3') ASTM 615 13/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-20X3-405-PRECAST INLET** (Size - 20' X T) ASTM 615 13/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-4X4-409-PRECAST TOP (Size - 4' X 4') ASTM 615 13/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-4X4-409-PRECAST BASE (Size - 4' X 4') ASTM 615 13/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-4X4-412-PRECAST 4-FT RISER (Size - 4' X 4') ASTM 615 13/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-5X5-410-PRECAST TOP (Size - 5' X 5') ASTM 615 13/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-5X5-410-PRECAST BASE (Size - 5' X 5') ASTM 615 13/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-5X5-412-PRECAST 5-FT RISER (Size - 5' X 5') ASTM 615 13/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-6X6-411-PRECAST TOP (Size - 6' X 6) ASTM 615 13/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-6X6-411-PRECAST BASE (Size - 6' X 6') ASTM 615 13/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-6X6-412-PRECAST 6-FT RISER (Size - 6' X 6') ASTM 615 13/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-7X7-411-PRECAST TOP (Size - TX T) ASTM 615 13/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-7X7-411-PRECAST BASE (Size - TX T) ASTM 615 13/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-7X7-412-PRECAST 4-FT RISER (Size - TX T) ASTM 615 13/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X8-411-PRECAST TOP (Size - 8' X 8') ASTM 615 13/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X8-411-PRECAST BASE (Size - 8' X 8') ASTM 615 13/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X8-412-PRECAST 5-FT RISER (Size - 8' X 8') ASTM 615 13/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-4X4-408-PRECAST INLET (Size - 4' X 4') ASTM 615 13/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-5X5-408-PRECAST INLET (Size - 5' X 5') ASTM 615 13/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-6X6-408-PRECAST INLET (Size - 6' X 6') ASTM 615 18/28/2023 3349 10 Manhole Oldcastle Precast 4' x 4' Stacked Manhole (Size - 4' X 4) ASTM C478 18/28/2023 3349 10 Manhole Oldcastle Precast 5' x 8' Storm Junction Box (Size - 5' X 8') ASTM C478 18/28/2023 3349 10 Manhole Oldcastle Precast 4' x 4' Storm Junction Box (Size - 4' X 4') ASTM C478 18/28/2023 3349 10 Manhole Oldcastle Precast 5' x 5' Storm Junction Box (Size - 5' X 5') ASTM C478 18/28/2023 3349 10 Manhole Oldcastle Precast 6' x 6' Storm Junction Box (Size - 6' X 6') ASTM C478 18/28/2023 3349 10 Manhole Oldcastle Precast 8' x 8' Storm Junction Box Base (Size - 8' X 8) ASTM C478 18/28/2023 3349 10 Manhole Oldcastle Precast 5' x 8' Storm Junction Box Base (Size - 5' X 8) ASTM C478 18/28/2023 3349 10 Manhole Rinker Materials Reinforced 48" Diameter Spread Footing Manhole (Size - 4' X 4') ASTM C433 18/28/2023 33 39 20 Curb Inlet 10 'x 3' Riser Thompson Pipe Group Inlet Riser (Size - 3 FT) ASTM C913-16 18/28/2023 33 39 20 Curb Inlet 15 'x 3' Riser Thompson Pipe Group Inlet Riser (Size - 3 FT) ASTM C913-16 18/28/2023 33 39 20 Curb Inlet 20' x 3' Riser Thompson Pipe Group Inlet Riser (Size - 3 FT) ASTM C913-16 **Note: Pre -cast inlets are appoved for the stage 1 portion of the structure (basin) only. Stage 11 portion of the structure are required to he cast in place. No exceptions to this requirement shall be allowed Storm Sewer - Pipes & Boxes 33-05-13 14/9/2021 3341 13 Steno Drain Pipes Advanced Drainage Systems, Inc. (ADS) ADS HP Storm Polypropylene (PP) Pipe (Size - 12" - 60") ASTM F2881 & AASHTO M330 18/28/2023 3349 10 Storm Drain Pipes Rinker Materials Reinforced Concrete Pipe Tongue and Groove Joint Pipe (Size - 21" or larger) ASTM C76, C655 18/28/2023 3349 10 Culvert Box Rinker Materials Reinforced Concrete Box Culvert (Sze - Various) ASTM C789, C850 1 10/12/2023 3341 10 Storm Drain Pipes AmeriTex Pipe &Products Reinforced Concrete Pipe Tongue and Groove Joint Pipe* (Size - 15" or larger) ASTM C76, C506 1 10/12/2023 3441 10 Culvert Box AmeriTex Pipe &Products Reinforced Concrete Box Culvert (size - Various)) ASTM C1433,C1577 1 10/18/2023 3541 10 Storm Drain Pipes The Turner Co. Reinforced Concrete Pipe Tongue and Groove Joint Pipe* (Size - 15" or larger) ASTM C76, C506 110/18/2023 3641 10 Culvert Box The Turner Co. Reinforced Concrete Box Culvert (size - Various) ASTM C1433,C1577 FORT WORTH. CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/07/2023 Note: All water or sewer pipe larger than 1S inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding maybe required for some pipes. Approval IModel INational Water & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/16) ` 07/23/97 33 05 13 Urethane Hydrophilic Waterstop Asahi Kogyo K.K. Adeka Ultra -Seal P-201 ASTM D2240/D412/1)792 04/26/00 33 05 13 Offset Joint for 4' Diam. MH Hanson Concrete Products Drawing No. 35-0048-001 04/26/00 33 05 13 Profile Gasket for 4' Diam. MIR. Press -Seal Gasket Corp. 250-4G Gasket ASTM C-443/C-361 SS MH 1126199 33 05 13 HOPE Manhole Adjustment Rings Ladtech, Inc HDPE Adjustment Ring Traffic and Non -traffic area 5/13/05 33 05 13 Manhole External Wrap Canusa - CPS WrapidSeal Manhole Encapsulation System er - Manholes & Bases/Fiberelass 33-39-13 (1/8/13 1/26/99 33 39 13 Fiberglass Manhole Fluid Containment, Inc. Flowti[e ASTM 3153 Non -traffic area 08/30/06 33 39 13 Fiberglass Manhole L.F. Manufacturing Non -traffic area 1 j Water & Sewer - Manholes & Bases/Frames & Covers/Rectammlar 33-05-13 (Rev 2/3/16) 1 * 33 05 13 (Manholc Frames and Covers Western Iron Works, Bass & Hays Foundry 1001 24"x40" WE) Water & Sewer - Manholes & Bases/Frames & Covers/Standard Boundl 33-05-13 (Rev 2/3/16) 3305 13 Manhole Frames and Covers Western Iron Works, Bass & Hays Foundry 30024 24" Dia. * 3305 13 Manhole Frames and Covers McKinley Iron Works Inc. A 24 AM 24" Dia. 1 08/24/18 3305 13 Manhole Frames and Covers Neenah Foundry R-1272 ASTM A48 & AASHTO M306 24" Dia. 1 08/24/18 3305 13 Manhole Frames and Covers Neenah Foundry R- 165-LM (Hinged) ASTM A48 & AASHTO M306 24" Dia. 1 08/24/18 3305 13 Manhole Frames and Covers Neenah Foundry NF 1274 ASTM A48 & AASHTO M306 30" Dia. 1 08/24/18 3305 13 Manhole Frames and Covers Neenah Foundry R-1743-LM (Hinged) ASTM A48 & AASHTO M306 30" dia. 1 33 05 13 Manhole Frames and Covers Sigma Corporation MH-144N 1 33 05 13 Manhole Frames and Covers Sigma Corporation MH-143N 1 33 05 13 Manhole Frames and Covers Pont-A-Mousson GTS-STD 24" dia. 1 33 05 13 Manhole Frames and Covers Neenah Casting 24" dia. 1 10/31/06 33 05 13 Manhole Frames and Covers (Hinged) Powerseal Hinged Ductile Iron Manhole ASTM A536 24" Dia. 1 7/25/03 3305 13 Manhole Frames and Covers Saint-Gobain Pipelines (Pamrex/rexus) RE32-R8FS 30" Dia. 1 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. 11/02/10 3305 13 30" Dia. MH Ring and Cover Sigma Corporation MH165IFWN & MH16502 30" Dia 1 07/19/1 t 3305 13 30" Dia. MH Ring and Cover Star Pipe Products NIH32FTWSS-DC 30" Dia 1 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 ASSEITO MI 05 & ASTM A536 30" Dia 06/01/17 3405 13 30" Dia. MH Ring and Cover (Hinged & Lockable) CI SIP Industries 2280 (32") ASTM A 48 30" Dia. CAP-ONE-30-FTW, Composite, w/ Lack .111111 33 OS 13 30" Dia. MH Ring and Cover Composite Access Products, L.P. w/o Hmg 30" Dia. 10/07/21 3405 13 30" Dia. MH Ring and Cover Trumbull Manufacturing 32"(30") Frame and Cover 30" Dia. Water &der - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/1� 33 05 13 Manhole Frames and Covers Pont-A-Mousson Pamtight 24" Dia. * 3305 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. �Wr - Manholes & Bases/Precast Concrete l2ev 33 39 10 Manhole, Precast Concrete 1/8/13 Hydro Conduit Corp SPL Item 449 ASTM C 478 41" * 33 39 10 Manhole, Precast Concrete Wall Concrete Pipe Co. hic. ASTM C-443 48" 09/23/96 33 39 10 Manhole, Precast Concrete Concrete Product Inc. 48" I.D. Manhole w/ 32" Cone ASTM C 478 48" w/32" cone 05/08/18 33 39 10 Manhole, Precast Concrete The Turner Company 48", 60" I.D. Manhole w/ 32" Cone ASTM C 478 48", 60" 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 1 06/09/10 33 39 10 Manhole, Precast (Reinforced Polymer)Conaete US Composite Pipe Reinforced Polymer Concrete ASTM C-76 48" to 72" 1 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" 10/07/21 32 39 20 Manhole, Precast Concrete Forterra Pipe and Precast 48" I.D. Manhole w/32" Cone ASTM C-77 48" 10/07/21 33 3920 Manhole, Precast (Reinforced Polymer) Concrete Armorock 48" & 60" I.D. Manhole w/32" Cone 48" & 60" 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 ASTM C-478; ASTM C-923; 03/07/23 33 3920 Manhole, Precast Concrete AmeriTex Pi a and Products, LLC 48" & 10" I.D. Manhole w/32" Cone ASTM C-443 03/07/23 33 3920 IManhole, Precast (Reinforced Pol er) Concrete P3 Polymers, RockHards 48" & 60" I.D. Manhole w/32" Cone 04/28/07 IManholc, Precast (Reinforced Polymcr) Concrete Amitech USA Meyer Polycrete Pipe Eater & Sewer - Manholes & Bases/Rehab Svstems/Cementitlous EI-14 Manhole Rehab Systems Quadex 04/23/01 EI-14 Manhole Rehab Systems Standard Cement Materials, Inc. Relmer MSP E1-14 Manhole Rehab Systems AP/M Permaform 4120101 E I-14 Manhole Rehab System Strong Company Strong Seal MS2A Rehab System 5/12/03 EI-14 Manhole Rehab System (Liner) Triplex Lining System MH repair product to stop infiltration ASTM D5813 08/30/06 General Concrete Repair FlexKrete Technologies Vinyl Polyester Repair Product Mise. Use * From Original Standard Products List CITY OF FORT WORTH FORT WORTH. WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/07/2023 Note: All water or sewer pipe larger than 1S inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding maybe required for some pipes. Approv pec No./ IManufacturer Model1. National Spec Water &Sewer - an o es Bases/Rehab Svstems/NonCementitiousI mmmmw`Moir 05/ 00/96 E1-14 Manhole Rehab Systems Sprayroa, Spray Wall Polyurethane Coating ASTM D639/D790 I 12/14/01 Coating for Corrosion protection(Exterior) ERTECH Series 20230 and 2100 (Asphatic Emulsion) Structures Only I01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, S1BB, Sl, S2 Acid Resistance Test Sewer Applications I8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications » v�33 nu�pP�ooung i�P�ayolloull- x `Structures 03/19/18 I 39 20� Coating for Corrosion orotection(Exterim) Sherwin Williams Grade (Asohatic Emulsion) Only I 33 05 13 Manhole Insert ME Knutson Enterprises Made to Order - Plastic ASTM D 1248 For 24" dia. I * 33 05 13 Manhole Insert South Western Packaging Made to Order - Plastic ASTM D 1248 For 24" dia. I I * 3305 13 Manhole Insert Noflow-Inflow Made to Order - Plastic ASTM D 1248 For 24" dia. I I 09/23/96 3305 13 Manhole Insert Scuthwestcon Packing & Seals, Inc. Lifesaver - Stainless Steel For 24" dia. I I 09/23/96 3305 13 Manhole Insert Southwestern Packing & Seals, Inc. TetherLok - Stainless Steel For 24" dia I I 711111.72 ara e�Sewer - Pine Casim SDacers 33-05-24 (07/01/13) I Steel Band Casing Spacers Advanced Products and Systems, Inc. Carbon Steel Spacers, Model SI IO2/02/93 Stainless Steel Casing Spacer Advanced Products and Systems, Inc. Stainless Steel Spacer, Model SSI I04/22/87 Casing Spacers Cascade Waterworks Manufacturing Casing Spacers I09/14/10 Stainless Steel Casing Spacer Pipeline Seal and Insulator Stainless Steel Casing Spacer Up to 48" I09/14/10 Coated Steel Casin Spacers Pipeline Seal and Insulator Coated Steel Casin Spacers Up to 48" I 05/10/11 Stainless Steel Casing Spacer Powerseal 4810 Powerchock Up to 48" 03/19/18 Casing Spacers BWM SS-12 Casing Spacer(Stainleas Steel) 03/19/18 Casing Spacers BWM FB-12 Casing Spacer (Coated Carbon Steel) for Non_pressure Pipe and Grouted Casing 03/29/22 33 05 13 Casing Spacers CCI Pipeline Systems CSC12, CSS12 PEW I Water & Sewer - Pines/Ductile Iron 33-11-10(1/8/13) i I * 33 11 10 Ductile Iron Pipe Griffin Pipe Products, Co. Super Bell-Tite Ductile Iron Pressure Pipe, AW WA C150, C151 3" thrn 24" OS/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Fastite Pipe (Bell Spigot) AW WA C150, C151 4" thrn 30" 08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Flex Ring (Restrained Joint) AW WA C150, C151 4" thin 30" * 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 I Water & Sewer - Utility Line Marker (08/24/2018) I I ewer - Coatinss/EDD -39-60 (01/08/13) I INEK 02/25/02 Epoxy Lining System Sauereisen, Inc SewerGard 21 ORS LA County 9210-1.33 I 12/14/01 Epmv Lmmg System Ertech Technical Coatings Ertcch 2030 and 2100 Series I I 04/14/05 Interim Ductile Iron Pipe Coating Induron Protecto 401 ASTM B-117 Ductile Iron Pipe Only I I01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, S1HB, Sl, S2 Acid Resistance Test Sewer Applications I I8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications I I INNE Sewer - Coatings/Polvurethane I I Sewer - Combination Air Valves I I 05/25/18 I 33-31-70 Air Release Valve A.R.I. USA, Inc. D121LTP02(Compwite Body) 2" I I Sewer - Pines/Concrete I * EI-04 C. Pipe, Reinforced Wall Concrete Pipe Co. Inc. ASTM C 76 I E I-04 Conc. Pipe, Reinforced Hydro Condun Corporation Class III T&G, SPL Item #77 ASTM C 76 I I E I-04 Conc. Pipe, Reinforced Hanson Concrete Products SPL item 495 hirsaliele, 998 Pipe ASTM C 76 I IE I-04 Conc. Pipe, Reinforced Concrete Pipe & Products Co. Inc. ASTM C 76 I I Sewer - Pine Enlargment Svstem (Method)33-31-23 (01/18/13). I Svstem PIM Corporation Polyethylene PIM Corp., Piscata Way, N.J. Approved Previously �Plm McConnell Systems McLat Construction Polyethylene Houston, Texas Approved Previously I TRS Systems Trenchless Replacement System Polyethylene Calgary, Canada Approved Previously I I Sewer - PiDe/Fibere as_ss Reinforced/ 33-31-13(1/8/13) I Hobas Pipe USA, Inc. Holies Pipe (Non -Pressure) ASTM D3262/D3754 I 7/21 /97 33 31 13 Cent. Cast Fiberglass (FRP) I 03/22/10 333 13 Fiberglass It,. (FRP) Ameroa Bondstmod RPMP Pipe AST- D3262-3154 I 04/09/21 33 31 13 Glass -Fiber Reinforced Polviner Pipe FRP Thompson Pie Group Thompson Pipe Flowtite ASTM D32621D3754 03/07/23 3331 13 lFiber.lass Pine (FRP) Future Pine Industries Fiberstron¢ FRP ASTM D3212. ASTM D3681. ASTM D4161. AW WA M45 Sewer - PiDe/Polvmer Pine 4/14/OS Polvmer Modified Concrete Pioe Amrtech USA Meyer Polycrete Pioe ASTM C33, A276, F477 8" tp 1112", Class V I06/09/10 El-9 Reinforced Polymer Concrete Pipe US Composite Pipe Reinforced Polymer Concrete Pioe ASTM C-76 I I I /HDPE 33-31-23(1/8/13) * From Original Standard Products List CITY OF FORT WORTH FORT WORTH. WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/07/2023 Note: All water or sewer pipe larder than 1S inch diameter shall be approved for use by the Water Department on a proiect specific basis. Special bedding maybe required for some I ' hdsity polyethylene pipe Phillips Driswpipe, Inc. Opticore Ductile Polyethylene Pipe ASTM D 1248 8" I * gh-density polyethylene pipe �'Ih�gh_d_maitv PI- Inc. ASTM D 1248 8" * gh-density polyethylene pipe Polly Pipe, Inc. ASTM D 1248 8" polyethylene pipe CSR Hydro CondmUPioelme Systems McConnell Pipe Enlargement ASTM D 1248 Sewer - PiDes/PVC (Pressure Sewer) 33-11-12 (4/1/13) 12/02/11 33-11-1� DR -Id PVC Pressure Pipe Prpelife Jetstream PVC PressurePipe AWWA C900 4"[tiro 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" 33-31-20 PVC Sewer Poe 12/23/97* 33-31-20 PVC Sewer Pipe * 33-31-20 PVC Sewer Pipe 01/18/18 33-31-20 PVC Sewer Pipe 11/11/98 33-31-20 PVC Sewer Pipe * 33-31-20 PVC Sewer Pipe 09/11/12 33-31-20 PVC Sewer 05/06/05 33-31-20 , PVC Sohd Wall Pipe 04/27/06 33-31-20 PVC Sewer Fittings * 33-31-20 PVC Sewer Fittings 1 3/19/2018 33 3120 PVC Sewer Pipe 1 3/19/2018 33 3120 PVC Sewer Pre 1 3/29/2019 33 3120 Gasketed Fittings (PVC) 1 10/21/2020 33 3120 PVC Sewer Pipe 1 10/22/2020 33 3120 PVC Sewer Pipe 1 10/21/2020 33 3120 PVC Sewer Pipe P 33-31-12 1 * Cured in Place Pipe 05/03/99 Cured in Place Ape 05/29/96 Cured in Place Pipe Sewer - Pipes/Rehab/Fold & Form Fold and Form Pi 11/03/98 Fold and Form Pipe Fold and Form Pipe 12/04/00 Fold and Form Pipe 06/09/03 Fold and Form Pipe 1-M Manufacturing Co., Inc. (JM Eagle) Diamond Plastics Corporation Lamson Vylon Pipe Vinyltech PVC Pipe Diamond Plastics Corporation J-M Manufacturing Co, Inc. (JM Eagle) P,qq life Jet Stream Diamond Plastics Corporation Harco Plastic Trends, Inc.(Westlak ) Pipelife Jet Stream Pipelife Jet Stream GPK Products, Inc. NAPCO(Westlake) Sanderson Pipe Corp. NAPCO(Westlake) Insimfrrm Texark, Inc National Envirotech Group Remolds Inc/Inliner Technolgy (Inliner USA) Cullum Pipe Systems, Inc. Insimfirm Technologies, Inc. American Pipe & Plastics, Inc. Ultralmer Miller Pipeline Corp. Sewer - PiDes/ODen Prot -de Laree Diameter i 09/26/91 E100-2 PVC Sewer Pipe, Ribbed Lamson Vvlon Pipe 09/26/91 E100-2 PVC Sewer Pipe, Ribbed Extmsim Technologies, Inc. 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) 11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Triple Wall Advanced Drainage Systems (ADS) 05/16/11 Steel Reinforced Polyethylene Pipe ConTech Construction Products SDR-26 SDR-26 Gravity Sewer "S" Gravity Sewer Pipe SDR 26/35 PS 115/46 SDR-26 and SDR-35 SDR 26/35 PS 115/46 SDR-26 and SDR-35 Gasket Fittings Gasketed PVC Sewer Main Finings SDR 35 SDR 26 SDR 26 SDR 26 SDR 26 SDR 26/35 PS 115/46 National Liner, (SPL) Item #27 Inliner Technology Insim "NuPIpe" Ultralmer PVC Alloy Pipelmer EX Method Carlon Vylon H.C. Closed Profile Pipe, Ultra -Rib Open Profile Sewer Pipe SaniTite HP Double Wall (Corrugated) SamTne HP Triple Wall Pipe Durmaxx ASTM D 3034 ASTM D 3034 ASTM F 789 ASTM D3034 ASTM F 679 ASTM F 679 ASTM F-679 ASTM F-679 ASTM D-3034, D-1784, etc ASTM D 3034 ASTM F679 ASTM D3034 ASTM D3034/F-679 ASTM D3034 ASTM D3034 ASTM F-679 ASTM F 1216 ASTM F-1216/D-5813 ASTM F 1216 ASTM F-1504 ASTM F-1504, 1871, 1867 ASTM F-1504, F-1947 ASTM F 679 ASTM F 679 ASTM F 2736 ASTM F 2764 ASTM F 2562 4" - 15" 4" thru 15" 4" thru 15" 4" thru 15" 18" to 27" 18" - 28" 18" 18" to 48" 4" - 11" 18"- 24" 4"- 15" 4"- 15" 4" - 15" 4"- 15" 18"- 36" Demo. Purpose Only Up to 18" diameter 18" to 48" 18" to 48" 24"-30" 30" to 60" 24" to 72" * From Original Standard Products List CITY OF FORT WORTH FORT WORTH. WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/07/2023 Note: All water or sewer pipe larger than 1S inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding maybe required for some pipes. Approval Spec I on 1W Manufacturer Model1. National Spec Water - Aoour�enancesgig -10 (07/Ol/13) Ol/18/18 33-12-10 Double Strap Saddle Romac 202NS Nylon Coated AWWA C800 1"-2"SVC, no 124"Pipe 08/28/02 Double Strap Saddle Smith Blair 4317 Nylon Coated Double Strap Saddle 07/23/12 33-12-10 Double StrapService Saddle Mueller Company U-S Double SS Strap DI Saddle AWWA C800 1"-2" SVC, u to 24" Pi e 03/07/23 33-12-10 Double StrapService Saddle Powerseal 3450AS, Inc. Corp. Stop, ON Strap, Stainless NSF ANSI 372 1"-2" SVC, u to 24 Pi e 10/27/87 Curb Stops -Ball Meter Valves McDonald 6100M,6100MT & 610MT 3/4" and 1" 10/27/87 Curb Stops -Ball Meter Valves McDonald 4603B, 4604B, 610UM, 6100TM and 6101M 1 h" 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. L22-77NL 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 1-1/2" FB600-4-NL, FB1600-4-NL, B11-444-WR- 1111018 33-12-1. 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. 33-12-1. Curb Stops -Ball Meter Valves Mueller Co., Ltd. 15000N, H-14276N, H-15525N ANSI/NSF 372 1-1/2" 5/25/2018 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"-1" and 16" 02/29/12 33-12-25 Tapping Sleeve (Coated Steel) Romac FTS 420 AWWA C-223 U p 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 lnc. DFW37C-12-lEPAFFTW Plastic Meter Box w/Composite Lid DFW Plastics lnc. DFW39C-12-lEPAFFTW 08/30/06 Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW65C-14-lEPAF 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 r Water - Combination Air Release 33-31-70 (01/08/13) 1 E I -I I Au Release Valve GA Industries, Inc. Empve Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A 1" &W21' * EI-11 [oribriation ombmation Ar Release Valve Multiplex Manufacturing Co. Crispin Air and Vacuum Valves, Model No. 1/2", 1" & 2" EI-11 ombination Air Release Valve Valve and Primer Corp. APCO #143C, #145C and #147C 1", 2" & 3" Water Barrel Fire Hvdrants 10/Ol/87 E-1-12 Dry Barrel Fire Hydrant American -Darting 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 t0/14/87 E-1-12 Dry Barrel Fire Hydrant Mueller Company A-423 Centurion AW WA C-502 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 EI (East Jordan Iron Works) WaterMaster 5CD250 I 02/05/93 E101-5 Detector Check Meter Ames Company Model 1000 Detector Check Valve AWWA C550 4" - 10" 08/05/04 Magnetic Drive Vertical Turbine Hersey Magnetic Drive Vertical AWWA C701, Class 1 3/4" - 6" * From Original Standard Products List CITY OF FORT WORTH FORT WORTH. WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/07/2023 Note: All water or sewer pipe larger than 1S inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding maybe required for some pipes. Approval IModel INational Water -Pines/PVC(Pressure Waterl33-31-70(01/08/13) -W MEL M` —AL I 01/18/18 33-11-12 PVC Pressure Pipe Vinyltech PVC Pipe DR14 ASTM D1784 V-12" I I 3/19/2018 33 11 12 PVC Pressure Pipe Pipelife Jet Stream DR14 AWWA C900 4"-12" I I 3/19/2018 33 11 12 PVC Pressure Pipe Pipelife Jet Stream DR18 AWWA C900 16"-24" I I 5/25/2018 33 11 12 PVC Pressure Pipe Diamond Plastics Corporation DR 14 AWWA C900 4"-12" I 5/25/2018 3311 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 Manufacnrring 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" I Water - Pines/Valves & Fittin¢s/Ductile Iron Fittines 33--11 (01/08/13) I 07/23/92 EI-07 Ductile Iron Fittings Star Pipe Products, Inc. Mechanical Joint Finings AW WA C153 & C110 I EI-07 Ductile Iron Fittings Griffin Pipe Products, Co. Mechanical Joint Fittiq @ AWWA C 110 I * E1-07 Ductile Iron Fittings McWane/Tyler Pipe/ Union Utilmes Division Mechanical Joint Finings, SSB lass 350 AWWA C 153, C 110, C 111 I 08/11/98 E1-07 Ductile Iron Fittings Sigma, Co. Mechanical Joint Finings, SSB Class 351 AWWA C 153, C 110, C 112 I 02/26/14 E1-07 MJ Fittings Accucast Class 350 C-153 MJ Fittings AW WA C153 4"-12" I 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" I 05/14/98 E1-24 PVC Joint Restraints Ford Meter Box Co./Uni-Flange Uni-Flange Series 1500 Circle -Lock AW WA C111/C153 4" to 24" I 11/09/04 E1-07 Ductile Iron Joint Restraints One Bolt, Inc. One Bolt Restrained Joint Fitting AWWA C111/C116/C153 4" to 12" I I 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" I I 02/29/12 33-11-11 PVC Pipe Mechanical Joint Restraint EBAA Iron, hic. Megalug Series 2000 (for PVC Pipe) AWWA C111/C116/C153 4" to 24" I I 08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLC4 - SLC10 AW WA C111/C153 4" to 10" I I 03/06/19 33-11-11 Mechanical Joint Retainer GlandaFVC) Sigma, Co. Sigma One-Lok SLCS4 - SLCS12 AW WA C111/C153 4" to 12" I I 08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLCE AW WA C111/C153 12" to 24" I I 08/10/98 E1-07 MJ Fiffir IP) Sigma, Co. Sigma One-Lok SLDE AW WA C153 4" - 24" I I 10/12/10 E1-24 Interim Restrained Joint Svatem S & B Techncial Products Bulldog System ( Diamond Lok 21 & JM ASTM F-1624 4" to 12" I I 08/16/06 E1-07 Mechanical Joint Fittings SIP Ind-nies(Serampore) Mechanical Joint Fittings AW WA C153 4" to 24" I I 11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products, Inc. PVC Stargrip Series 4000 ASTM A536 AW WA CI I I I I 11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products, Inc. DIP Stmgrip Series 3000 ASTM A536 AW WA CI I I I EZ Grip Joint Restraint (EZD) Black For DIP 03/19/18 33-11-I1 Mechanical Joint Retainer Glands SIP Industries(Seramnore) ASTM A536 AW WA CI I I 3"-48" EZ Grip Joint Restraint (EZD) Red for C900 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore) DRl4 PVC Ape ASTM A536 AW WA CI I I 4"-12" 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Sersmpore) �` vuP, V11i. nn, oa„ �,.t.�`VJ nGLL �V1 �J°✓ ASTM A536 AW WA CI11 16"-24" I Water - Pioes/Valves & Fittings/Resilient Seated Gate Valve* 33-12-20 (05/13/15). I Resilient Wedged Gate Valve w/no Gears American Flow Control Series 2500 Drawing # 94-20247 16" I 12/13/02 Resilient Wedge Gate Valve American Flow Control Series 2530 and Series 2536 AWWA C515 30" and 36" I I 08/31/99 Resilient Wedge Gate Valve American Flow Control Series 2520 & 2524 (SD 94-20255) AW WA C515 20" and 24" I I 05/18/99 Resilient Wedge Gate Valve American Flow Control Series 2516 (SD 94-20247) AWWA C515 16" I I 10/24/00 E1-26 Resilient Wedge Gate Valve American Flow Control Series 2500 (Ductile Iron) AWWA C515 4" to 12" I I 08/05/04 Resilient Wedge Gate Valve American Flow Control 42" and 48" AFC 2500 AWWA C515 42" and 48" I I 05/23/91 E1-26 Resilient Wedge Gate Valve American AVK Company American AVK Resilient Seeded GV AWWA C509 4" to 12" I I01/24/02 E1-26 Resilient Wedge Gate Valve American AVK Company 20" and smaller I I * E1-26 Resilient Seated Gate Valve Kennedy 4" - 12" I I E1-26 Resilient Seated Gate Valve M&H 4" - 12" I I * E1-26 Resilient Seated Gate Valve Mueller Co. 4" - 12" I I 11/08/99 Resilient Wedge Gate Valve Mueller Co. Series A2361 (SD 6647) AWWA C515 16" I I 01/23/03 Resilient Wedge Gate Valve Mueller Co. Series A2360 for 18"-24" (SD 6709) AWWA C515 24" and smaller I 05/13/05 Resilient Wedge Gate Valve Mueller Co. Mueller 30" & 36", C-515 AW WA C515 30" and 36" I 01/31/06 Resilient Wedge Gate Valve Mueller Co. Mueller 42" & 48", C-515 AW WA C515 42" and 48" I 01/28/88 EI-26 Resilient Wedge Gate Valve Clow Valve Co. AWWA C509 4" - 12" I 10/04/94 Resilient Wedge Gate Valve Clow Valve Co. 16" RS GV (SD D-20995) AW WA C515 16" I 11/08/99 EI-26 Resilient Wedge Gate Valve Clow Valve Co. Clow RW Valve (SD D-21652) AW WA C515 24" and smaller I 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 Resilient We Crate Valve Clow Valve Co. Clow Valve Model 2638 AW WA C515 24" to 48" (Nora 3) 05/08/91 E1-26 Resilient Seat Gate Valve Stockham Valves & Fittings AWWA C 509, ANSI 420 - stem, 4" - 12" I E1-26 Resilient Seated Gate Valve U.S. Pipe and Foundry Co. Mcoesw1250, regwremerts SPL #74 3" to 16" 11/26/16 33-12-20 Resilient Seated Gate Valve EJ (East Jordan Iron Works) EJ Fluo Master Gat. Valve & Boxes 08/24/18 I Mateo Gate Valve Matco-Norca 225 MR AWWA/ANSI C115/An21.15 4" to 16" I * From Original Standard Products List FORT WORTH® Note: All water or CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST than 1S inch diameter shall be approved for use by the Water basis. for some Updated: 03/07/2023 I * E1-30 Rubber Seated Butterfly Valve Henry Pratt Co. AW WA C-504 24" I * E1-30 Rubber Seated ButterFly Valve Mueller Co. AW WA C-504 24"and smaller 1/11/99 E1-30 Rubber Seated Butterfly Valve De ik Valves Co. AW WA C-504 24" and larger 06/12/03 E1-30 Valmatm American Butterfly Valve Valmanc Valve and Manufacturing Cert. 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 12 21 Rubber Seated Butterfly Valve G. A. Industries (Golden Anderson) AW WA C504 Butterfly Valve AW WA C-504 30"-54" Water�ne Encasement 33-11-10 (01/08/13) 05/12/OS EI-13 Polyethylene Encasment Flessol Packaging Fulton Enterprises AW WA C105 8 mil LLD 05/12/05 EI-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 - Samnlint= Station 03/07/23 33 12 50 Water Sam lin Station I Eclipse Number 88 , 12-inch Depth of Bur As shown in spec. 33 12 50 00,1,-k Water - Automatic Flusher Automated Flushing System Mueller Hydrogaud HG2-A-IN-2-PVC-018-LPLG(Permanent) 04/09/21 Automated Flushing System Kupf le Foundry Company Eclipse #9800wc 04/09/21 Automated Flushing System Kupf le Foundry Company Eclipse 99700 (Portable) * From Original Standard Products List