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Contract 60708-PM1
FART WORTH CSC No. 60708-PM1 PROJECT MANUAL FOR THE CONSTRUCTION OF Azalea Avenue Townhomes IPRC Record No. 22-0166 City Project No. 104341 FID No. 30114-0200431-104341-EO7685 File No. W-2878 X File No. X-27503 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 The City of Fort Worth June 2024 Shield Engineering Group // ���d9` Owner Panther City Holding, LLC TBPE Firm #F-11039 TBPLS Firm # 10193890 830 Taylor St 1600 W 7t' St., Suite 400, Fort Worth, TX 76102 Fort Worth, TX. 76102 1-- 817-437-8906 817-810-0696 .........1 ............ 127799 Developer ;, :w $��,!�rss°�,ti4;'p West River Homes 830 Taylor St Fort Worth, TX 76102 817-437-8906 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 of 6 SECTION 00 00 10 TABLE OF CONTENTS DEVELOPER AWARDED PROJECTS Division 00 - General Conditions Last Revised Water & nn 11 13 Sewer hwit do t Bidders Bidders 03 20/2020 002113 004100 00 42 43 0043 3 iffst..,,etiers to Bid Form Proposal Form Unit Price Bid Ben 03 20/2020 040:2,12014 05/22/2019 040:2,12014 0045 11 Bidders Prequalification's 04/02/2014 0045 12 Prequalification Statement 09/01/2015 nno0 4 5 13 Bidder- v -egtt Iif4 .a4iE r kW iPa 03 in v 00 45 26 Contractor Compliance with Workers' Compensation Law 04/02/2014 0045 40 Mine-ity Btis a E/.I Goose Goal nQ/ a 00 52 43 Agreement 06/16/2016 00 61 25 Certificate of Insurance 07/01/2011 00 62 13 Performance Bond 01/31/2012 00 62 14 Payment Bond 01/31/2012 00 62 19 Maintenance Bond 01/31/2012 Paving Last Revised 00 11 hwitation to Bidders 03 ice. n�0 nn�3 insti- ,bons to Bidders 03i nn 00 41 00 Bid Fefm 04/02,12014 00 42 43 Proposal Form Unit Price 05/22/2019 0045 11 Bidders Prequalification's 04/02/2014 0045 12 Prequalification Statement 09/01/2015 inn 0045 00 45 26 er-n3 Contractor Compliance with Workers' Compensation Law 04/02/2014 0045 40 00 52 43 Mine -ity Business EpAer-p fise Goa Agreement 09/2iQW8 06/16/2016 00 61 25 Certificate of Insurance 07/01/2011 0062 13 Performance Bond 01/31/2012 00 62 14 Payment Bond 01/31/2012 00 62 19 Maintenance Bond 01/31/2012 Street Lirhting Last Revised nn�3 Ir. ita4io t Bidde s 03/20%020 00 41 00 Bid FE)fm nn ins2QO14 00 42 43 Proposal Form Unit Price 05/22/2019 0043 13 Bid Ben nn i02,1 014 0045 11 Bidders Prequalification's 04/02/2014 0045 12 Prequalification Statement 09/01/2015 0045 er-n3 inn CITY OF FORT WORTH Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN 104341 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 6 00 45 26 Contractor Compliance with Workers' Compensation Law r, 04/02/2014 nQi 00 4540 00 52 43 mere,+, Business EpAer- rise Goal Agreement a 06/16/2016 00 61 25 Certificate of Insurance 07/01/2011 0062 13 Performance Bond 01/31/2012 00 62 14 Payment Bond 01/31/2012 00 62 19 Maintenance Bond 01/31/2012 General Conditions 100 72 00 General Conditions 11/15/2017 0073 10 Standard City Conditions of the Construction Contract for Developer 01/10/2013 Awarded Projects Division 01- General Requirements Last Revised 01 1100 Summary of Work 12/20/2012 01 25 00 Substitution Procedures 08/30/2013 01 31 19 Preconstruction Meeting D -ej 08/30/2013 in 013120 01 32 33 eet Meeti,.ff Preconstruction Video 07z 08/30/2013 01 33 00 Submittals 08/30/2013 01 35 13 Special Project Procedures 08/30/2013 01 45 23 Testing and Inspection Services 03/20/2020 01 5000 Temporary Facilities and Controls 07/01/2011 01 5526 Street Use Permit and Modifications to Traffic Control 07/01/2011 01 57 13 Storm Water Pollution Prevention Plan 07/01/2011 01 60 00 Product Requirements 03/20/2020 01 66 00 Product Storage and Handling Requirements 04/07/2014 01 70 00 Mobilization and Remobilization 04/07/2014 01 71 23 Construction Staking 04/07/2014 01 74 23 Cleaning 04/07/2014 01 77 19 Closeout Requirements 04/07/2014 01 78 23 Operation and Maintenance Data 04/07/2014 01 78 39 Project Record Documents 04/07/2014 CITY OF FORT WORTH Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104341 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 6 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's website at: httv:Hfortworthtexas.2ov/ti)w/contractors/ or htti)s:Hauus.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 0334 13 Controlled Low Strength Material (CLSM) 12/20/2012 03 34 16 Concrete Base Material for Trench Repair 12/20/2012 Division 26 - Electrical 26 05 00 Common Work Results for Electrical 11/22/2013 2605 10 Demolition for Electrical Systems 12/20/2012 26 05 33 Raceways and Boxes for Electrical Systems 12/20/2012 26 05 43 Underground Ducts and Raceways for Electrical Systems 07/01/2011 26 05 50 Communications Multi -Duct Conduit 02/26/2016 Division 31- Earthwork 31 1000 Site Clearing 12/20/2012 3123 16 Unclassified Excavation 01/28/2013 31 23 23 Borrow 01/28/2013 312400 Embankments 01/28/2013 31 25 00 Erosion and Sediment Control 12/20/2012 Division 32 27�T - Exterior Improvements Do.-.v..,n Asphalt It D.,.,ing Do..ai 112/7 27�4o efit Temper-ar-y 1t Pcrrin '1��l.�a �� -2 1 ��/20/2012 � 32 01 29 Concrete Paving Repair 12/20/2012 32 1129 Lime Treated Base Courses 12/20/2012 11 ✓� Gefnen4 Treated Brio retff 11 2im20/2012 a? 11 3 ;'- Z 7�v Liquid mil DeA lizaaf A .,..hak D.,.,ing 04 i 5 1 2 /7z QO/2012 32 13 13 Concrete Paving 12/20/2012 32 1320 Concrete Sidewalks, Driveways and Barrier Free Ramps 06/05/2018 32 1373 Concrete Paving Joint Sealants 12/20/2012 CITY OF FORT WORTH Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104341 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 6 32 14 16 1fi:1r. Unit .1V— ing 1' /'�, 01-2 32 16 13 Concrete Curb and Gutters and Valley Gutters 10/05/2016 32 1723 Pavement Markings Cw4, 11/22/2013 1 11 1 in�013. 32 1725 3231 13 323126 Address Paip ing min Bonses .� wife Feflees and Gates 12i�1i-2 12/20/2012 Z7�9 12 32 13 Wood L'enees and C_4es C"iact in I-laco C,,, erete Dot..;,,;ng Ala 12zzr20/2012 96,108 3291 19 Topsoil Placement and Finishing of Parkways 12/20/2012 3292 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 04 10 Joint Bonding and Electrical Isolation 12/20/2012 33 04 11 Corrosion Control Test Stations 12/20/2012 3304 12 Magnesium Anode Cathodic Protection System 12/20/2012 33 04-30 Toir*om\—; VAite co,.. iee 07/01/2011 33 04 40 Cleaning and Acceptance Testing of Water Mains 02/06/2013 33 04 50 Cleaning of Sewer Mains 12/20/2012 3305 10 Utility Trench Excavation, Embedment, and Backfill 12/12/2016 3305 12 Water Line Lowering 12/20/2012 3305 13 Frame, Cover and Grade Rings — Cast Iron 01/22/2016 3305 13.10 Frame, Cover and Grade Rings — Composite 01/22/2016 3305 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to 12/20/2012 Grade 3305 16 Concrete Water Vaults 12/20/2012 3305 17 3 2�v Concrete Collars 12/20/2012 11 i'�r2 330521 �unr�. 22�2 T , r � � � Stool Casing -Pipe 12i�r2 1'/zzi-20/2viz 3 Z�3 33 0524 14and Tunneling histall t;, fCa+r-ief Pipe i Casing Tunm,, Tin�te 1 717zzr20/2012 0649,12� 33 05 26 Utility Markers/Locators 12/20/2012 33 05 30 Location of Existing Utilities 12/20/2012 33 11 05 Bolts, Nuts, and Gaskets 12/20/2012 33 11 10 Ductile Iron Pipe 12/20/2012 33 11 11 Ductile Iron Fittings 12/20/2012 33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe 11/16/2018 3 ?3Type 11 1� z00viro Pi o Bar `x�,-appe,, ,. � , , Steo, C;ylinde 11 �/20/2012 ?i3 11 11 wed Piro wnd Fittings 1' "rr 120/2012 33 1210 Z Zvi Water Services 1-inch to 2-inch 02/14/2017 1 7 /7QO/2012 33 1220 22�i Large Wa4er- Mete -s Resilient Seated Gate Valve nnx 12/20/2012 12i�lz 33 1225 AL Rubbef Seated Btt effl V Connection to Existing Water Mains 02/06/2013 3�12 30 Co:4i�YW.,.af Air- VAssemblies lies for- Potable vxlMer- Systems 12 i�r2 ye CITY OF FORT WORTH Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104341 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 5 of 6 22�0 33 1250 33 1260 T7;.� Water Sample Stations Standard Blow off Valve Assembly 01 /n T 12/20/2012 06,119,12013 22� 2 2�3 Cured i Dlaee Pipe (CIPDI Fiber -glass Rein f ,-ee Pipe for- (`_,-. 4t, — C.mil-arj, $ 17/7 z 1 7 /7 z 22 21 15 �� High Defis;k, Polyethylene (14DPE) Pipe F L�"�,C` �:^21t2i1�jEF 112/7 z 33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 06/19/2013 33 31 21 Polyvinyl Chloride (PVC) Closed Profile Gravity Sanitary Sewer 12/20/2012 Pipe 22 11 22�3 tally sewor Fllsr1n17g 1r',•.1.,,-..o,v.o,•.+ C'an tai=y C`owef: 12Q-Or2012 12/7zzr20/201-2 33 31 50 Pipe Sanitary Sewer Service Connections and Service Line A v l>~, >\,rains 04/26/2013 1 � /�, 333170 3339 10 Combination if ye for Sanitary Sewer ree Cast -in -Place Concrete Manholes 2Q//20 Q 12/20/2012 33 39 20 22�0 Precast Concrete Manholes Fite. -glass Manholes 12/20/2012 17/7 z 33 39 40 33 39 60 Wastewater A eeess Chamber- (ALAG) C) Epoxy Liners for Sanitary Sewer Structures Q QO z 12/20/2012 33 41- 11 22�2 gligh Dmzzl.tljI Polyethylene (14DPE) Pipe for- Stornn Dioi 1 D�o1inf ,-ee Polyetl,lene (SRP ) Pipe 1 7/7 z 1 1 /1 � 33 4600 22� 4601 Subd%ain-ag@ Slotted St01 D-.G1YL; 1'�lrtrsvrzviz 07/n01 /ter 014 33 46-02 beach D1inz 07/01/2011 22�0 22�0 ..G`rr in Plaaa Mvnl7olwr.1TA T„netio BE, Drop inlets 17120/2012 Q/m-ryi12yiz 22�0 Curb and Tlo.,,t.�,.,lls .,n �7IT;v....�,a! ,�o% �PQ1.n^e 077 01 /201 1 m-rvTzviT Division 34 - 24 4�1 10 24 41 100 .-r Transportation T-affie c;, na+ls n n C ntt&C�liixn(-�iitf9n€�'�z'1;13iiiet 10/1 5 1249/2n1 c r�rrvrtvz� 24 41 1n02 �vr 2 ^ n�03 n 1� ll Spe��F: ntta��� Eentf6nei'vpvEifzciztiAii Attraehmei}t G Software Speeifiea iea Tomr, o�- ' Tfa ffi c g* 1 s 2 i 1 11 / 3 2/1 11 11 2 A� Removing ing T a- f-K- o Fi gnab 1 2Q Reet guiv. R*d r l.Vling Bveaee 1 1 / 3. 2A� PedeS,4,,Fia �yv�xrccx 34 41 20 Roadway Illumination Assemblies 12/20/2012 34 41 20.01 Arterial LED Roadway Luminaires 06/15/2015 2A ^�02 Freeway LED D...,.1w 06/lvvrrazvi-5 34 41 20.03 Residential LED Roadway Luminaires 06/15/2015 34 41 30 2n�0 Aluminum Signs >, Cable 11/12/2013 n�/�6 3471 13 Single ede Fibef Optie Traffic Control 11/22/2013 CITY OF FORT WORTH Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN 104341 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 6 of 6 Appendix GC-4.02 Subsurface and Physical Conditions — Geotechnical Report Provided GC-6.09 Permits and Utilities — Tree Planting Permit GR-01 60 00 Product Requirements — COFW TPW & Water Dept. Standard Product List END OF SECTION CITY OF FORT WORTH Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104341 Revised March 20, 2020 004243 DAP - BID PROPOSAL Page 1 of 3 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information I Bidder's Proposal Bidlist Item No. Description Specification Unit of Bid I Unit Price Did Value Section No. Measure Quantity I UNIT 1: WATER MPROVEMEN S 1 0241.1512 Salvage l"Water Meter 024114 EA 3 $500.00 $1,500.00 1 2 3311.0041 8" Water Pipe 13312.3003 33 11 12 LF 671 $60.00 $40,260.00 3 3311.0251 8" DIP Water 33 11 12 LF 40 $95.00 $3,800.00 4 8" Gale Valve 33 1220 I EA 5 $4,350.00 1 $21,750.00 1 5 13312.2003 I" Domestic_ Water Service I 32 12 10 I EA 1 35 $1,743.00 $61,005.00 1 6 13305.0202 Imported EmbedmentlBackfill, CSS I 3305 10 1 CY I 1 1 $275.00 1 $275.00 1 7 13311.0001 Ductile Iron Water Fittings 1 33 11 11 1 TON 1 0.2 $10,823.00 1 $2,164.60 1 8 13312.0117 Connection to Existing 4"-12" Water Main 1 33 1525 I EA 1 3 1 $4,957.00 1 $14,871.00 1 9 13305 0003 8" Waterline Lowering 1 3305 12 1 EA 1 2 $4,833.00 1 $9,666.00 1 10 13201.0614 Cone Pvmt Repair, Residential 1 32 01 29 1 SY 1 9 I $594.25 $5,348.25 1 11 13305.0109 Trench Safety I 3305 10 1 LF 711 1 $1.50 $1,066.50 1 12 13471.0001 Traffic Control I 3471 13 1 MO 1 1 1 $5,000.00 1 $5,000.00 13 14 IS 16 17 19 20 21 _-22__- 23 24 _. 25 26 27 28 29 30 31 32 33 34 35 36 37 40 4I —_42 43 1 TOTAL UNIT I: WATER IMPROVEMENTSI $166,706.351 CITY Or FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Porn Version May 22,2019 00 42 43 Avaleo To,m Homes Rid Pooposol0_DAP _UnLiyAs SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Project Item Information IBidlist heml I Specification I Unit of No. Description Section No. Measure I UNIT It: SANITARY S ER IMPROV ENTS I 1 3331.4115 8" Sewer Pipe 3331 20 LF I 2 3331.4119 8" DIP Sewer Pipe 13339.1004 33 11 10 LF 1 3 3339.1001 4' Manhole 33 3120 I EA 4 4' Shallow Manhole 33 31 20 I EA 1 5 13331.3 1014" Sewer Service I 3331 50 1 EA 1 6 13301,0002 Post -CCTV Inspection I 3301 31 1 LF 1 7 13301.0101 Manhole Vacuum Testing I 3301 31 1 EA 1 8 13305.0202 Imported Embedment/Backfill, CSS 1 3305 10 I CY 1 9 13305.0116 Concrete Encasement for Utility Pipes _ I 3305 10 1 CY 1 10 13331.5747 8" Sewer Pipe, CLSM Backfill I 33 11 10 1 LF I 11 13305.0109 Trench Safety ' 3305 10 1 LF 1 12 13201.0614 Conc Point Repair, Residential 3201 29 1 SY 13 13471.0001 Traffic Control 3471 13 1 MD 14 15 16 17 18 9 20 21 004243 DAP - BID PROPOSAL Pngo 2 of 3 Bidder's Application Bidders Proposal Bid I Unit Price I Bid Value Quantity 58 $85.00 $4,930.00 742 $96.28 $71.439.76 2 $5,406.00 $10,812.00 1 6 $5,711.00 1 $34,266.00 1 1 35 $1.154.00 1 $40,390.00 I I 800 I $2.50 1 $2,000.00 1 1 8 1 $500.00 1 $4,000.00 1 11 1 $275.00 1 $275.00 I I 68 $440.79 1 $29,973.72 1 1 20 1 $78.50 1 $1,570.00 I 1 800 1 $1.50 1 $1,200.00 I 1 8 1 $594.25 1 $4.754.00 1 1 1 1 $3,500.00 1 $3,500.00 22 23 24 25 26 27 28 29 30 31 32 33 34 _ 35 36 37 — — 38 39 40 41 42 43 44 1 TOTAL UNIT 11: SANITARY SEWER IMPROVEMENTSI $209,110.481 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPGR AWARDED PROJECTS Tom, Version him 22, 20I9 Im 42 43 Azoles Tmm Homes Bid Pmmse10 DAP U4lilssls UNIT PRICE BID IBidlist Item) No. SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Project Item Information Description (a14243 DAP - DID PROPOSAL Page 4 of4 Bidder's Application Specification I Unit of I Bid Section No. Measure Quantity Bidders Proposal Unit Price I Bid Value Bid Summary UNIT I: WATER IMPROVEMENTS $166,706.36 UNIT It: SANITARY SEWER IMPROVEMENTS $209,110.481 Total Construction Bid $376,816.831 This Bid is submitted by the entity named below: BIDDER: Trophy Construction Servicecs 236 E. Ellison St. Burleson, TX 76023 Contractor agrees to complete NVORK for FINAL ACCEPTANCE within CONTRACT commences to run as provided in the General Conditions. BY: Wade Allard CwAkA6nd TITLE: Vice President DATE: 72mw END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Fmm Version M. 22, 2019 20 working days after the date when the 004243 AeNea To,m Homes Did Praposal0 DAP Ulililp 004511-I BIDDERS PREQUALIFICATIONS Page 1 of SECTION 00 45 11 BIDDERS PREQUALIFICATIONS 1. Summary. All contractors are required to be prequalified by the City prior to submitting bids. To be eligible to bid the contractor must submit Section 00 45 12, Prequalification Statement for the work type(s) listed with their Bid. Any contractor or subcontractor who is not prequalified for the work type(s) listed must submit Section 00 45 13, Bidder Prequalification Application in accordance with the requirements below. 9 10 The prequalification process will establish a bid limit based on a technical evaluation and I 1 financial analysis of the contractor. The information must be submitted seven (7) days prior 12 to the date of the opening of bids. For example, a contractor wishing to submit bids on 13 projects to be opened on the 7th of April must file the information by the 31 st day of March 14 in order to bid on these projects. In order to expedite and facilitate the approval of a Bidder's 15 Prequalification Application, the following must accompany the submission. 16 a. A complete set of audited or reviewed financial statements. 17 (1) Classified Balance Sheet 18 (2) Income Statement 19 (3) Statement of Cash Flows 20 (4) Statement of Retained Earnings 21 (5) Notes to the Financial Statements, if any 22 b. A certified copy of the firm's organizational documents (Corporate Charter, Articles 23 of Incorporation, Articles of Organization, Certificate of Formation, LLC 24 Regulations, Certificate of Limited Partnership Agreement). 25 c. A completed Bidder Prequalification Application. 26 (1) The firm's Texas Taxpayer Identification Number as issued by the Texas 27 Comptroller of Public Accounts. To obtain a Texas Taxpayer Identification 28 number visit the Texas Comptroller of Public Accounts online at the 29 following web address www.window.state.tx.us/taxnerinit/ and fill out the 30 application to apply for your Texas tax ID. 31 (2) The firm's e-mail address and fax number. 32 (3) The firm's DUNS number as issued by Dun & Bradstreet. This number 33 is used by the City for required reporting on Federal Aid projects. The DUNS 34 number may be obtained at www.diib.com. 35 d. Resumes reflecting the construction experience of the principles of the firm for firms 36 submitting their initial prequalification. These resumes should include the size and 37 scope of the work performed. 38 e. Other information as requested by the City. 39 40 2. Prequalification Requirements 41 a. Financial Statements. Financial statement submission must be provided in 42 accordance with the following: 43 (1) The City requires that the original Financial Statement or a certified copy 44 be submitted for consideration. CITY OF FORT WORTH AZALEA AVENUE TOW NHOMES STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN: 104341 Revised April 2, 2014 0045 11 -2 BIDDERS PREQUALIFICATIONS Page 2 of 3 1 (2) To be satisfactory, the financial statements must be audited or reviewed 2 by an independent, certified public accounting firm registered and in 3 good standing in any state. Current Texas statues also require that 4 accounting firms performing audits or reviews on business entities within 5 the State of Texas be properly licensed or registered with the Texas State 6 Board of Public Accountancy. 7 (3) The accounting firm should state in the audit report or review whether 8 the contractor is an individual, corporation, or limited liability company. 9 (4) Financial Statements must be presented in U.S. dollars at the current rate 10 of exchange of the Balance Sheet date. 11 (5) The City will not recognize any certified public accountant as 12 independent who is not, in fact, independent. 13 (6) The accountant's opinion on the financial statements of the contracting 14 company should state that the audit or review has been conducted in 15 accordance with auditing standards generally accepted in the United 16 States of America. This must be stated in the accounting firm's opinion. 17 It should: (1) express an unqualified opinion, or (2) express a qualified 18 opinion on the statements taken as a whole. 19 (7) The City reserves the right to require a new statement at any time. 20 (8) The financial statement must be prepared as of the last day of any month, 21 not more than one year old and must be on file with the City 16 months 22 thereafter, in accordance with Paragraph 1. 23 (9) The City will determine a contractor's bidding capacity for the purposes 24 of awarding contracts. Bidding capacity is determined by multiplying the 25 positive net working capital (working capital = current assets — current 26 liabilities) by a factor of 10. Only those statements reflecting a positive 27 net working capital position will be considered satisfactory for 28 prequalification purposes. 29 (10) In the case that a bidding date falls within the time a new financial 30 statement is being prepared, the previous statement shall be updated with 31 proper verification. 32 b. Bidder PregualificationApplication. A Bidder Prequalification Application must be 33 submitted along with audited or reviewed financial statements by firms wishing to be 34 eligible to bid on all classes of construction and maintenance projects. Incomplete 35 Applications will be rejected. 36 (1) In those schedules where there is nothing to report, the notation of 37 "None" or "N/A" should be inserted. 38 (2) A minimum of five (5) references of related work must be provided. 39 (3) Submission of an equipment schedule which indicates equipment under 40 the control of the Contractor and which is related to the type of work for 41 which the Contactor is seeking prequalification. The schedule must 42 include the manufacturer, model and general common description of 43 each piece of equipment. Abbreviations or means of describing 44 equipment other than provided above will not be accepted. 45 46 3. Eligibility to Bid 47 a. The City shall be the sole judge as to a contractor's prequalification. 48 b. The City may reject, suspend, or modify any prequalification for failure by the 49 contractor to demonstrate acceptable financial ability or performance. 50 c. The City will issue a letter as to the status of the prequalification approval. CITY OF FORT WORTH AZALEA AVENUE TOWNHOMES STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN: 104341 Revised April 2, 2014 0045 11 -3 BIDDERS PREQUALIFICATIONS Page 3 of 3 I d. If a contractor has a valid prequalification letter, the contractor will be eligible to bid 2 the prequalified work types until the expiration date stated in the letter. 3 8 END OF SECTION CITY OF FORT WORTH AZALEA AVENUE TOWNHOMES STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPNA04341 Revised April 2, 2014 0045 12 DAP PREQUALIFICATION sTATL•NIFNT Page 1 of r SECTION 00 45 12 DAP — PREQUALIFICATION STATEMENT Each Bidder is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. In the "Maior Work Twe" box provide the complete maior work tvne and actual description as provided bv_t_he Water Department for water and sewer and TPW for Davina. Major Work Type Water Distribution, New Development (>8" dia and smaller) Sewer Collection System, New Developments (>8" dia and smaller) Contractor/Subcontractor Company Name Trophy Construction Services, LLC Trophy Construction Set -vices, LLC Prequalification Expiration Date 4/30/2025 4/30/2025 The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Trophy Construction Services, LLC 236 E Ellison St Burleson, TX 76028 B ' (Signature) TITLE: DATE: 11-a1-93 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT — DEVELOPER AWARDED PROJECTS form Version September 1, 2015 AZALEA AVENUE TOWNHOMES 0045 12—Prequalification Statement 2015 DAP.docx 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 004526-I CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of I 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.104341, 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: Tronhv Construction Services, LLC By: 0' 's 41I QVG Company (Please Print) 236 E Ellison St Signature: Address f AA nn Burleson. TX76028 Title: I?(6)ea IVb\a>n0.R City/State/Zip (Please Print) THE STATE OF TEXAS § COUNTY OFTARRANT § BF, FORE ME, the undersigned authority, on this day personally appeared ,y T A.&N-6 , 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 IYc.r) ,, for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this 201 day of �11Nn 20A5 r 7,.t.11Q��i�[l1�tAX�� GINGER FRANKLIN ro/ �•. Johnson County .f P: Notary Public, State Or Texas ' tary Publ' in and for the State of Texas m`, + Comm. Expires 10-28-2025 Notary ID# 129608648 --�,....-..ems-� .. ... ._ .. END OIL SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 2, 2014 AZALEA AVENUE TOWNHOMES CPN104341 2 SECTION 00 52 43 AGREEMENT 00 52 43 - 1 Developer Awarded Project Agreement Page 1 of 4 3 THIS AGREEMENT, authorized on 11 /29/2023 is made by and between the Developer, 4 (West River Homes Building, LLC), authorized to do business in Texas ("Developer") , and 5 Trophy Construction Services, LLC, authorized to do business in Texas, acting by and through its 6 duly authorized representative, ("Contractor"). 7 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 8 follows: 9 Article 1. WORK 10 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 11 Project identified herein. 12 Article 2. PROJECT 13 The project for which the Work under the Contract Documents may be the whole or only a part is 14 generally described as follows: 15 Azalea Avenue Townhomes 16 CPN:104341 17 Article 3. CONTRACT TIME 18 3.1 Time is of the essence. 19 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 20 Documents are of the essence to this Contract. 21 3.2 Final Acceptance. 22 The Work will be complete for Final Acceptance within {20} working days after the date 23 when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard 24 City Conditions of the Construction Contract for Developer Awarded Projects. 25 3.3 Liquidated damages 26 Contractor recognizes that time is of the essence of this Agreement and that Developer 27 will suffer financial loss if the Work is not completed within the times specified in 28 Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of 29 the Standard City Conditions of the Construction Contract for Developer Awarded 30 Projects. The Contractor also recognizes the delays, expense and difficulties involved in 31 proving in a legal proceeding the actual loss suffered by the Developer if the Work is not 32 completed on time. Accordingly, instead of requiring any such proof , Contractor agrees 33 that as liquidated damages for delay (but not as a penalty), Contractor shall pay 34 Developer Six Hundred and Fifty Dollars ($650.00) for each day that expires after the 35 time specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter 36 of Acceptance. CITY OF FORT WORTH AZALEA AVENUE TOWNHOMES STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104341 Revised June 16, 2016 005243-2 Developer Awarded Project Agreement Page 2 of 4 37 Article 4. CONTRACT PRICE 38 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract 39 Documents an amount in current funds of THREE HUNDRED SEVENTY FIVE THOUSAND 40 EIGHT HUNDRED SIXTEEN DOLLARS AND EIGHTY THREE CENTS ($375,816.83). 41 Article 5. CONTRACT DOCUMENTS 42 5.1 CONTENTS: 43 A. The Contract Documents which comprise the entire agreement between Developer and 44 Contractor concerning the Work consist of the following: 45 1. This Agreement. 46 2. Attachments to this Agreement: 47 a. Bid Form (As provided by Developer) 48 1) Proposal Form (DAP Version) 49 2) Prequalification Statement 50 3) State and Federal documents (project specific) 51 b. Insurance ACORD Form(s) 52 c. Payment Bond (DAP Version) 53 d. Performance Bond (DAP Version) 54 e. Maintenance Bond (DAP Version) 55 f. Power of Attorney for the Bonds 56 g. Worker's Compensation Affidavit 57 h. MBE and/or SBE Commitment Form (If required) 58 3. Standard City General Conditions of the Construction Contract for Developer 59 Awarded Projects. 60 4. Supplementary Conditions. 61 5. Specifications specifically made a part of the Contract Documents by attachment 62 or, if not attached, as incorporated by reference and described in the Table of 63 Contents of the Project's Contract Documents. 64 6. Drawings. 65 7. Addenda. 66 8. Documentation submitted by Contractor prior to Notice of Award. 67 9. The following which may be delivered or issued after the Effective Date of the 68 Agreement and, if issued, become an incorporated part of the Contract Documents: 69 a. Notice to Proceed. 70 b. Field Orders. 71 c. Change Orders. 72 d. Letter of Final Acceptance. 73 74 CITY OF FORT WORTH AZALEA AVENUE TOWNHOMES STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.- 104341 Revised June 16, 2016 This document was created by an application that isn't licensed to use novaPDF. Purchase a license to generate PDF files without this notice. 005243-3 Developer Awarded Project Agreement Page 3 of 4 75 Article 6. INDEMNIFICATION 76 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 77 expense, the city, its officers, servants and employees, from and against any and all 78 claims arising out of, or alleged to arise out of, the work and services to be performed 79 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 80 under this contract. This indemnification Provision is snecifically intended to ooerate 81 and be effective even if it is alleged or Proven that all or some of the damages beinj 82 sought were caused, in whole or in Part, by anv act. omission or negligence of the city. 83 This indemnity provision is intended to include, without limitation, indemnity for 84 costs, expenses and legal fees incurred by the city in defending against such claims and 85 causes of actions. 86 87 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 88 the city, its officers, servants and employees, from and against any and all loss, damage 89 or destruction of property of the city, arising out of, or alleged to arise out of, the work 90 and services to be performed by the contractor, its officers, agents, employees, 91 subcontractors, licensees or invitees under this contract. This indemnification 92 Provision is snecifically intended to onerate and be effective even if it is alleged or 93 Proven that all or some of the damages being sought were caused, in whole or in Part. 94 by anv act, omission or negligence of the city. 95 96 Article 7. MISCELLANEOUS 97 7.1 Terms. 98 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of 99 the Construction Contract for Developer Awarded Projects. 100 7.2 Assignment of Contract. 101 This Agreement, including all of the Contract Documents may not be assigned by the 102 Contractor without the advanced express written consent of the Developer. 103 7.3 Successors and Assigns. 104 Developer and Contractor each binds itself, its partners, successors, assigns and legal 105 representatives to the other party hereto, in respect to all covenants, agreements and 106 obligations contained in the Contract Documents. 107 7.4 Severability. 108 Any provision or part of the Contract Documents held to be unconstitutional, void or 109 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 110 remaining provisions shall continue to be valid and binding upon DEVELOPER and III CONTRACTOR. 112 7.5 Governing Law and Venue. 113 This Agreement, including all of the Contract Documents is performable in the State of 114 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 115 Northern District of Texas, Fort Worth Division. CITY OF FORT WORTH AZALEA AVENUE TOWNHOMES STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104341 Revised June 16, 2016 116 117 118 119 120 121 122 123 124 125 126 005243-4 Developer Awarded Project Agreement Page 4 of4 7.6 Authority to Sign. Contractor shall attach evidence of authority to sign Agreement, if other than duly authorized signatory of the Contractor. IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple counterparts. This Agreement is effective as of the last date signed by the Parties ("Effective Date"). Contractor: Developer: Trophy Construction Services, LLC West River Homes Building, LLC By:4By; Signature) (Signature) Davis I I.IaA (Printed Name) (Printed Name) Title: �ie� JiWatAA_Title: bW Company N e: Trophy Construction Services Company name: West River Homes Address:236 E Ellison Street Address:830 Taylor Street City/State//_,ip:l3urleson, TX 76028 )I -aq -a� Date City/State/�Zip:Fort Worth, TX 76102 /I ),do /J3 Date CITY OF PORT WORTI I AM.r.4 AVENUE T0I1INHOMES STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS CM. 104341 Revised June 16, 2016 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 006125-I CERTIFICATE OF INSURANCE Page I of I SECTION 00 6125 CERTIFICATE OF INSURANCE END OF SECTION CITY OF FORT WORTH Azalea Avenue Touwhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CAN 104341 Revised July 1, 2011 006219-1 DAP - MAINTENANCE BOND Page 1 of 3 1 SECTION 00 62 19 2 DAP - MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we Trol)hv Construction Services, LLC, known as "Principal" herein and 8 SureTec Insurance Company , a corporate surety (sureties, if more than 9 one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one 10 or more), are held and firmly bound unto the Developer, West River Homes Building, LLC, 11 authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas municipal 12 corporation ("City"), in the sum of THREE HUNDRED SEVENTY FIVE THOUSAND 13 EIGHT HUNDRED SIXTEEN DOLLARS AND EIGHTY THREE CENTS ($375,816.83), 14 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment 15 of which sum well and truly be made jointly unto the Developer and the City as dual obligees and 16 their successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, 17 jointly and severally, firmly by these presents. 18 19 WHEREAS, Developer and City have entered into an Agreement for the construction of 20 community facilities in the City of Fort Worth by and through a Community Facilities 21 Agreement, CFA Number CFA23-0055 ;and 22 WHEREAS, the Principal has entered into a certain written contract with the Developer 23 awarded the 29th day of November , 20 23 , which Contract is 24 hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all 25 materials, equipment labor and other accessories as defined by law, in the prosecution of the 26 Work, including any Work resulting from a duly authorized Change Order (collectively herein, 27 the "Work") as provided for in said Contract and designated as Azalea Avenue Townhomes and 28 29 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 30 accordance with the plans, specifications and Contract Documents that the Work is and will 31 remain free from defects in materials or workmanship for and during the period of two (2) years 32 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and 33 CITY OF FORT WORTH AZALEA AVENUE TOWNHOMES STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN:104341 Revised January 31, 2012 006219-2 DAP- MAINTENANCE BOND Page 2 of 3 1 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 2 upon receiving notice from the Developer and/or City of the need thereof at any time within the 3 Maintenance Period. 5 NOW THEREFORE, the condition of this obligation is such that if Principal shall 6 remedy any defective Work, for which timely notice was provided by Developer or City, to a 7 completion satisfactory to the City, then this obligation shall become null and void; otherwise to 8 remain in full force and effect. 10 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 11 noticed defective Work, it is agreed that the Developer or City may cause any and all such 12 defective Work to be repaired and/or reconstructed with all associated costs thereof being borne 13 by the Principal and the Surety under this Maintenance Bond; and 14 15 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 16 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 17 Worth Division; and 18 19 PROVIDED FURTHER, that this obligation shall be continuous in nature and 20 successive recoveries may be had hereon for successive breaches. 21 22 F#1 CITY OF FORT WORTH AZALEA AVENUE TOWNHOMES STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN:104341 Revised January 31, 2012 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 006219-3 DAP - 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 29th day of November , 20 23 PRINCIPAL: Tronhv Construction Services, LLC BY: Signature TEST: incipal) cretary Witness as to Principal ATTEST: {Suret Sec eta Witness as to Surety Name and Title Address: 236 E Ellison Street Burleson, TX 76028 SURETY: SureTec Insurance Company BY: Signature Sandra Lee Roney, Attornev in Fact Name and Title Address: 9500 Arboretum Blvd.. Suite 400 Austin. TX 78759 Telephone Number: 866-732-0099 *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 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 2012 AZALEA AVENUE TOWNHOMES CPN:104341 4221756 JOINT LIMITED POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That SureTec Insurance Company, a Corporation duly organized and existing under the laws of the State of Texas and having Its principal office in the County of Harris, Texas and Markel Insurance Company (the "Company"), a corporation duly organized and existing under the laws of the state of Illinois, and having its principal administrative office in Glen Allen, Virginia, does by these presents make, constitute and appoint: Debra Lee Moon, Sandra Lee Roney, Andrea Rose Crawford, Troy Russell Key, John R. Ward, Monica Ruby Veazey, Thomas Douglas Moore, Emily Allison Mikeska, Allyson W Dean, Colin E. Conly, Bryan Kelly Moore, Betty J. Reeh, Michael Donald Hendrickson, Andrew Gareth Addison, Elizabeth Ortiz, Patrick Thomas Coyle, Ana Owens Their true and lawful agent(s) and attorneys) -in -fact, each in their separate capacity if more than one is named above, to make, execute, seal and deliver for and on their own behalf, individually as a surety or jointly, as co -sureties, and as their act and deed any and all bonds and other undertaking in suretyship provided, however, that the penal sum of any one such instrument executed hereunder shall not exceed the sum of: Fifty Million and 00/100 Dollars ($50,000,000.00) This Power of Attorney is granted and is signed and sealed under and by the authority of the following Resolutions adopted by the Board of Directors of SureTec Insurance Company and Markel Insurance Company: "RESOLVED, That the President, any Senior Vice President, Vice President, Assistant Vice President, Secretary, Assistant Secretary, Treasurer or Assistant Treasurer and each of them hereby is authorized to execute powers of attorney, and such authority can be executed by use of facsimile signature, which may be attested or acknowledged by any officer or attorney, of the company, qualifying the attorney or attorneys named in the given power of attorney, to execute in behalf of, and acknowledge as the act and deed of the SureTec Insurance Company and Markel Insurance Company, as the case may be, all bond undertakings and contracts of suretyship, and to affix the corporate seal thereto." IN WITNESS WHEREOF, Markel Insurance Company and SureTec Insurance Company have caused their official seal to be hereunto affixed and these presents to be signed by their duly authorized officers on the 24ih day of April , 2023 . SureTec Insurance Company ByA)Z'1 4 Michael C. Keimig, President State of Texas County of Harris: spsuOupr cis SEAL ltlt` ''•2t4iC�+•' t. On this 24th day of April , 2023 A. D., before me, a Notary Public of the State of Texas, in and for the County of Harris, duly commissioned and qualified, came THE ABOVE OFFICERS OF THE COMPANIES, tome personally known to be the individuals and officers described in, who executed the preceding instrument, and they acknowledged the execution of same, and being by me duly sworn, disposed and said that they are the officers of the said companies aforesaid, and that the seals affixed to the proceeding Instrument are the Corporate Seals of said Companies, and the said Corporate Seals and their signatures as officers were duly affixed and subscribed to the said instrument by the authority and direction of the said companies, and that Resolutions adopted by the Board of Directors of said Companies referred to in the preceding Instrument Is now in force. IN TESTIMONY WHEREOF, I have hereunto set my hand, and affixed my Official Seal at the County of Harris, the day and year first above written JULIE E. MCCLARY n1 � n .,w .t,... 11. Notary Public State of Texas By; C (1, i v L Commission # 12947680-5 J le E. McClary, Notary Public °••".h` Commission Expires March 29, 2026 i1' My commission expires 312972026 V// We, the undersigned Officers of SureTec Insurance Company and Markel Insurance Company do herby certify that the original POWER OF ATTORNEY of which the foregoing is a full, true and correct copy is still in full force and effect and has not been revoked. November 2023 IN WITNESS WHEREOF, we have hereunto set our hands, and affixed the Seals of said Companies, on the g" day of - ur surge Company _ — Markel Insurance Company By L ( � 1 And&w Ma quis, As is n[ Se r tary Any Instrument Issued in excess of the penalty stated above is totally void and without any validity. 4221756 For verification of the authority of this Power you may call (713)812-0800 on any business day between 8:30 AM and 5:00 PM CST. SureTec Insurance Company IMPORTANT NOTICE Statutory Complaint Notice/Filing of Claims To obtain information or make a complaint: You may call the Surety's toll free telephone number for information or to make a complaint or file a claim at: 1-866-732-0099. You may also write to the Surety at: SureTec Insurance Company 9500 Arboretum Blvd., Suite 400 Austin, TX 78759 You may contact the Texas Department of Insurance to obtain information on companies, coverage, rights or complaints at 1-800-252- 3439. You may write the Texas Department of Insurance at: PO Box 149104 Austin, TX 78714- 9104 Fax#: 512-490-1007 Web: htto://www.tdi.state.tX.us Email: ConsumerProtection@tdi.texas.gov PREMIUM OR CLAIMS DISPUTES: Should you have a dispute concerning your premium or about a claim, you should contact the Surety first. If the dispute is not resolved, you may contact the Texas Department of Insurance. SIC TX Rider TDI Required Notices rev 07_2022 Page 1 of 1 00 42 43 DAP-Bm PROPOSAL Page t of 2 UNIT PRICE BID Bidlist Item No. I 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 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Bidder's Application Project Item Information Description Specification Unit of Bid Section No. Measure Quantity UNIT III: PAVINr IMPROVEMENTS 0241.0401 Remove Concrete Drive 0241 13 SF 1273 0241.0100 Remove Sidewalk 0241 13 SF 385 0241.1300 Remove Cone Curb&Gutter 0241 15 LF 129 3213.0401 6" Concrete Driveway 32 13 20 SF 1175 3213.0301 4" Cone Sidewalk 31 1320 SF 2532 3213.0501 Barrier Free Ramp, Type R-1 32 13 20 EA 6 3216.0101 6" Cone Curb and Gutter 32 16 13 LF 114 3291.01 Topsoil 3292 13 CY 39 3292.0100 Block Sod Placement 32 92 13 SY 229 3441.4108 Remove Sign Panel and Post 3441 30 EA 1 3441.4003 Furtlish/Install Alum Sign Ground Mount City Std. 34 41 30 EA 1 3471.0001 Traffic Control 3471 13 MO 1 TOTAL UNIT III: PAVING IMPROVEMENTS Bidder's Proposal Unit Price Bid Value $4.95 $6,301.35 $4.75 $1,828.75 $15.00 $1,935.00 $25.00 $29,375.00 $11.00 $27,852.00 $2,750.00 $16,500.00 $75.00 $8,550.00 $95.00 $3,705.00 $15.00 $3,435.00 $495.00 $495.00 $1,995.00 $1,995.00 I $4,995.00 $4,995.00 $106,967.101 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form V—iov May 22, 2019 DFW Paving bid sheet (1) 00 42 43 DAP - Bm PROPOSAL Page 2 of 2 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Specification Unitof Bid No. Description Section No. Measure Quantity Unit Price Bid Value Bid Summary UNIT III: PAVING IMPROVEMENTS $106,967.101 Total Construction Bid $106,967.101 This Bid is submitted by the entity named below: BIDDER: DFW Paving LLC 5890 East Berry St Fort Worth 76119 Contractor agrees to complete WORK for FINAL ACCEPTANCE within CONTRACT commences to run as provided in the General Conditions. BY: Matt Walker Vice President Matt Walker TITLE: Vice President DATE: 3/20/2024 END OF SECTION 15 working days after the date when the CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Verslov May 22, 2019 DFW Paving bid sheet (1) 0045 11 -1 BIDDERS PREQUALIFICATIONS Page 1 of 3 1 SECTION 00 45 11 2 BIDDERS PREQUALIFICATIONS 4 1. Summary. All contractors are required to be prequalified by the City prior to submitting 5 bids. To be eligible to bid the contractor must submit Section 00 45 12, Prequalification 6 Statement for the work type(s) listed with their Bid. Any contractor or subcontractor who is 7 not prequalified for the work type(s) listed must submit Section 00 45 13, Bidder 8 Prequalification Application in accordance with the requirements below. 9 10 The prequalification process will establish a bid limit based on a technical evaluation and 11 financial analysis of the contractor. The information must be submitted seven (7) days prior 12 to the date of the opening of bids. For example, a contractor wishing to submit bids on 13 projects to be opened on the 7th of April must file the information by the 31st day of March 14 in order to bid on these projects. In order to expedite and facilitate the approval of a Bidder's 15 Prequalification Application, the following must accompany the submission. 16 a. A complete set of audited or reviewed financial statements. 17 (1) Classified Balance Sheet 18 (2) Income Statement 19 (3) Statement of Cash Flows 20 (4) Statement of Retained Earnings 21 (5) Notes to the Financial Statements, if any 22 b. A certified copy of the firm's organizational documents (Corporate Charter, Articles 23 of Incorporation, Articles of Organization, Certificate of Formation, LLC 24 Regulations, Certificate of Limited Partnership Agreement). 25 c. A completed Bidder Prequalification Application. 26 (1) The firm's Texas Taxpayer Identification Number as issued by the Texas 27 Comptroller of Public Accounts. To obtain a Texas Taxpayer Identification 28 number visit the Texas Comptroller of Public Accounts online at the 29 following web address www.window.state.tx.us/taxDertnit/ and fill out the 30 application to apply for your Texas tax ID. 31 (2) The firm's e-mail address and fax number. 32 (3) The firm's DUNS number as issued by Dun & Bradstreet. This number 33 is used by the City for required reporting on Federal Aid projects. The DUNS 34 number may be obtained at www.dnb.com. 35 d. Resumes reflecting the construction experience of the principles of the firm for firms 36 submitting their initial prequalification. These resumes should include the size and 37 scope of the work performed. 38 e. Other information as requested by the City. 39 40 2. Prequalification Requirements 41 a. Financial Statements. Financial statement submission must be provided in 42 accordance with the following: 43 (1) The City requires that the original Financial Statement or a certified copy 44 be submitted for consideration. CITY OF FORT WORTH AZALEA AVENUE TOWNHOMES STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN:104341 Revised April 2, 2014 0045 11 -2 BIDDERS PREQUALIFICATIONS Page 2 of 3 1 (2) To be satisfactory, the financial statements must be audited or reviewed 2 by an independent, certified public accounting firm registered and in 3 good standing in any state. Current Texas statues also require that 4 accounting firms performing audits or reviews on business entities within 5 the State of Texas be properly licensed or registered with the Texas State 6 Board of Public Accountancy. 7 (3) The accounting firm should state in the audit report or review whether 8 the contractor is an individual, corporation, or limited liability company. 9 (4) Financial Statements must be presented in U.S. dollars at the current rate 10 of exchange of the Balance Sheet date. 11 (5) The City will not recognize any certified public accountant as 12 independent who is not, in fact, independent. 13 (6) The accountant's opinion on the financial statements of the contracting 14 company should state that the audit or review has been conducted in 15 accordance with auditing standards generally accepted in the United 16 States of America. This must be stated in the accounting firm's opinion. 17 It should: (1) express an unqualified opinion, or (2) express a qualified 18 opinion on the statements taken as a whole. 19 (7) The City reserves the right to require a new statement at any time. 20 (8) The financial statement must be prepared as of the last day of any month, 21 not more than one year old and must be on file with the City 16 months 22 thereafter, in accordance with Paragraph 1. 23 (9) The City will determine a contractor's bidding capacity for the purposes 24 of awarding contracts. Bidding capacity is determined by multiplying the 25 positive net working capital (working capital = current assets — current 26 liabilities) by a factor of 10. Only those statements reflecting a positive 27 net working capital position will be considered satisfactory for 28 prequalification purposes. 29 (10) In the case that a bidding date falls within the time a new financial 30 statement is being prepared, the previous statement shall be updated with 31 proper verification. 32 b. Bidder Prequalification Application. A Bidder Prequalification Application must be 33 submitted along with audited or reviewed financial statements by firms wishing to be 34 eligible to bid on all classes of construction and maintenance projects. Incomplete 35 Applications will be rejected. 36 (1) In those schedules where there is nothing to report, the notation of 37 "None" or "N/A" should be inserted. 38 (2) A minimum of five (5) references of related work must be provided. 39 (3) Submission of an equipment schedule which indicates equipment under 40 the control of the Contractor and which is related to the type of work for 41 which the Contactor is seeking prequalification. The schedule must 42 include the manufacturer, model and general common description of 43 each piece of equipment. Abbreviations or means of describing 44 equipment other than provided above will not be accepted. 45 46 3. Eligibility to Bid 47 a. The City shall be the sole judge as to a contractor's prequalification. 48 b. The City may reject, suspend, or modify any prequalification for failure by the 49 contractor to demonstrate acceptable financial ability or performance. 50 c. The City will issue a letter as to the status of the prequalification approval. CITY OF FORT WORTH AZALEA AVENUE TOWNHOMES STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN:104341 Revised April 2, 2014 0045 11 -3 BIDDERS PREQUALIFICATIONS Page 3 of 3 1 d. If a contractor has a valid prequalification letter, the contractor will be eligible to bid 2 the prequalified work types until the expiration date stated in the letter. 3 8 END OF SECTION CITY OF FORT WORTH AZALEA AVENUE TOWNHOMES STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN:104341 Revised April 2, 2014 0045 12 DAP PR.EQUALIFICATION STATEMENT Page 1 of 1 SECTION 00 45 12 DAP — PREQUALIFICATION STATEMENT Each Bidder is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. In the "Maior Work Tvpe" box provide the complete maior work tvt)e and actual description as provided bv_ the Water Department for water and sewer and TPW for oavine. Major Work Type Contractor/Subcontractor Company Name Prequalification Expiration Date Concrete Paving DFW Paving, LLC 4/19/2026 Hand Poured The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: DFW Paving, LLC 5890 East Berry St Fort Worth, TX 76119 BY: ;i!!;(Siginatur e) TITLE:Vice President DATE: 4/30/2024 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT— DEVELOPER AWARDED PROJECTS Form Version September 1, 2015 AZALEA AVENUE TOWNHOMES 0045 12 Prequalification Statement 2015_DAP 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 00 45 26 - 1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page I of I 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. 104341. 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: DFW Paving_ . LLC By: Matt Walker Company (Please 5890 East Berry St Signature: Address Fort Worth. TX 76119 City/State/Zip THE STATE OF TEXAS COUNTY OFTARRANT Title: Vice President (Please Print) BEF E M , the undersigned authority, on this day personally appeared K , known to me to be the person whose name is subscribed to the foregoin instrum t, and ackno ledged to me that he/she executed the same as the act and deed of —�f w�tk-ril for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of >n '2( I otary Public in and for the State of Texas END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 2, 2014 RAENI A NORTON :? _Notary Public, State of Texas o,�te Comm. Expires04-15-2025 o„ Notary 11)13304127-9 Ji AZALEA AVENUE TOWNHOMES CPN:104341 2 SECTION 00 52 43 AGREEMENT 00 52 43 - 1 Developer Awarded Project Agreement Page 1 of 4 3 THIS AGREEMENT, authorized on 4/30/2024 is made by and between the Developer, 4 (West River Homes Building, LLC), authorized to do business in Texas ("Developer") , and 5 DFW Paving, LLC , authorized to do business in Texas, acting by and through its 6 duly authorized representative, ("Contractor"). 7 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 8 follows: 9 Article 1. WORK 10 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 11 Project identified herein. 12 Article 2. PROJECT 13 The project for which the Work under the Contract Documents may be the whole or only a part is 14 generally described as follows: 15 Azalea Avenue Townhomes 16 CPN:104341 17 Article 3. CONTRACT TIME 18 3.1 Time is of the essence. 19 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 20 Documents are of the essence to this Contract. 21 3.2 Final Acceptance. 22 The Work will be complete for Final Acceptance within (15) working days the date when 23 the Contract Time commences to run as provided in Paragraph 12.04 of the Standard City 24 Conditions of the Construction Contract for Developer Awarded Projects. 25 3.3 Liquidated damages 26 Contractor recognizes that time is of the essence of this Agreement and that Developer 27 will suffer financial loss if the Work is not completed within the times specified in 28 Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of 29 the Standard City Conditions of the Construction Contract for Developer Awarded 30 Projects. The Contractor also recognizes the delays, expense and difficulties involved in 31 proving in a legal proceeding the actual loss suffered by the Developer if the Work is not 32 completed on time. Accordingly, instead of requiring any such proof , Contractor agrees 33 that as liquidated damages for delay (but not as a penalty), Contractor shall pay 34 Developer Six Hundred and Fifty Dollars ($650.00) for each day that expires after the 35 time specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter 36 of Acceptance. CITY OF FORT WORTH AZALEA AVENUE TOWNHOMES STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104341 Revised June 16, 2016 00 52 43 - 2 Developer Awarded Project Agreement Page 2 of 4 37 Article 4. CONTRACT PRICE 38 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract 39 Documents an amount in current funds of ONE HUNDRED SIX THOUSAND NINE 40 HUNDRED SIXTY SEVEN DOLLARS AND TEN CENTS ($106,967.10). 41 Article 5. CONTRACT DOCUMENTS Cl�.��K�]►11Y�1►MK� 43 A. The Contract Documents which comprise the entire agreement between Developer and 44 Contractor concerning the Work consist of the following: 45 1. This Agreement. 46 2. Attachments to this Agreement: 47 a. Bid Form (As provided by Developer) 48 1) Proposal Form (DAP Version) 49 2) Prequalification Statement 50 3) State and Federal documents (project specific) 51 b. Insurance ACORD Form(s) 52 c. Payment Bond (DAP Version) 53 d. Performance Bond (DAP Version) 54 e. Maintenance Bond (DAP Version) 55 f. Power of Attorney for the Bonds 56 g. Worker's Compensation Affidavit 57 h. MBE and/or SBE Commitment Form (If required) 58 3. Standard City General Conditions of the Construction Contract for Developer 59 Awarded Projects. 60 4. Supplementary Conditions. 61 5. Specifications specifically made a part of the Contract Documents by attachment 62 or, if not attached, as incorporated by reference and described in the Table of 63 Contents of the Project's Contract Documents. 64 6. Drawings. 65 7. Addenda. 66 8. Documentation submitted by Contractor prior to Notice of Award. 67 9. The following which may be delivered or issued after the Effective Date of the 68 Agreement and, if issued, become an incorporated part of the Contract Documents: 69 a. Notice to Proceed. 70 b. Field Orders. 71 c. Change Orders. 72 d. Letter of Final Acceptance. 73 74 CITY OF FORT WORTH AZALEA AVENUE TOWNHOMES STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN. 104341 Revised June 16, 2016 00 52 43 - 3 Developer Awarded Project Agreement Page 3 of 4 FIA�.Wm Will Ie11104 u I e I I W [97.111 [0eI 76 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 77 expense, the city, its officers, servants and employees, from and against any and all 78 claims arising out of, or alleged to arise out of, the work and services to be performed 79 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 80 under this contract. This indemnification provision is specifically intended to operate 81 and be effective even if it is alleged or proven that all or some of the damages being 82 sought were caused, in whole or in part, by anv act, omission or negligence of the city. 83 This indemnity provision is intended to include, without limitation, indemnity for 84 costs, expenses and legal fees incurred by the city in defending against such claims and 85 causes of actions. 86 87 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 88 the city, its officers, servants and employees, from and against any and all loss, damage 89 or destruction of property of the city, arising out of, or alleged to arise out of, the work 90 and services to be performed by the contractor, its officers, agents, employees, 91 subcontractors, licensees or invitees under this contract. This indemnification 92 provision is specifically intended to operate and be effective even if it is alleged or 93 proven that all or some of the damages being sought were caused. in whole or in Dart, 94 by anv act, omission or negligence of the citv. 95 96 Article 7. MISCELLANEOUS 97 7.1 Terms. 98 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of 99 the Construction Contract for Developer Awarded Projects. 100 7.2 Assignment of Contract. 101 This Agreement, including all of the Contract Documents may not be assigned by the 102 Contractor without the advanced express written consent of the Developer. 103 7.3 Successors and Assigns. 104 Developer and Contractor each binds itself, its partners, successors, assigns and legal 105 representatives to the other party hereto, in respect to all covenants, agreements and 106 obligations contained in the Contract Documents. 107 7.4 Severability. 108 Any provision or part of the Contract Documents held to be unconstitutional, void or 109 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 110 remaining provisions shall continue to be valid and binding upon DEVELOPER and III CONTRACTOR. 112 7.5 Governing Law and Venue. 113 This Agreement, including all of the Contract Documents is performable in the State of 114 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 115 Northern District of Texas, Fort Worth Division. CITY OF FORT WORTH AZALEA AVENUE TOWNHOMES STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104341 Revised June 16, 2016 116 117 7.6 Authority to Sign. 118 119 120 121 122 123 124 125 126 00 52 43 - 4 Developer Awarded Project Agreement Page 4 of 4 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: DFW Paving, LLC B ignature) Matt Walker (Printed Name) Title: Vice President Company Name:DFW Paving, LLC Address: 5890 East Berry St City/State/Zip:Fort Worth, TX 76119 4& Date Developer: West River Homes Building, LLC By: �w (Signature) -:Ya lt� f Nut.-�o�— (Printed Name) Title: 0 W n f- e Company name:West River Homes Address:830 Taylor Street City/State,/Zip:Fort Worth, TX 76102 Date ' r CITY OF FORT WORTH AZALEA AVENUE TO;IWHOMES STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 104341 Revised June 16,2016 FCCr INSURANCE GROUP GENERAL POWER OF ATTORNEY Know all men by these presents: That the FCCI Insurance Company, a Corporation organized and existing under the laws of the State of Florida (the "Corporation") does make, constitute and appoint: Nicole E. Schmalz; Eric Schmalz Each, its true and lawful Attorney -In -Fact, to make, execute, seal and deliver, for and on its behalf as surety, and as its act and deed in all bonds and undertakings provided that no bond or undertaking or contract of suretyship executed under this authority shall exceed the sum of (not to exceed $30,000,000.00): $30,000,000.00 This Power of Attorney is made and executed by authority of a Resolution adopted by the Board of Directors. That resolution also authorized any further action by the officers of the Company necessary to effect such transaction. The signatures below and the seal of the Corporation may be affixed by facsimile, and any such facsimile signatures or facsimile seal shall be binding upon the Corporation when so affixed and in the future with regard to any bond, undertaking or contract of surety to which it is attached. In witness whereof, the FCCI Insurance Company has caused these presents to be signed by its duly authorized officers and its corporate Seal to be hereunto affixed, this 23rd day of July , 2020. Attest: r�J_ U/ — ; ?yG ........0. Christina D. Welch, President SEAL Christopher Shoucair, FCCI Insurance Company 1944 EVP, CFO, Treasurer, Secretary FCCI Insurance Company State of Florida •• County of Sarasota Before me this day personally appeared Christina D. Welch, who is personally known to me and who executed the foregoing document for the purposes expressed therein. My commission expires: 2/27/2027 e:: PEGGYMM carwiewwomn"Notary Public �a �d Fy*u F*ft" 27, 2027 State of Florida County of Sarasota Before me this day personally appeared Christopher Shoucair, who is personally known to me and who executed the foregoing document for the purposes expressed therein. My commission expires: 2/27/2027 ' / �`; coWAaORWSNOM �e►xSHN+>zasaa EVV"FWum21,2027 Notary Public CERTIFICATE I, the undersigned Secretary of FCCI Insurance Company, a Florida Corporation, DO HEREBY CERTIFY that the foregoing Power of Attorney remains in full force and has not been revoked; and furthermore that the February 27, 2020 Resolution of the Board of Directors, referenced in said Power of Attorney, is now in force. Dated this a+,% day of Ap n I 2024 691cml- 1-IONA-3592-NA-04, 7/2021 IMPORTANT NOTICE To obtain information or make a complaint: You may call FCCI Insurance Group's (FCCI)* toll -free telephone number for information or to make a complaint at 1-800-226-3224. You may also write to FCCI Insurance Group Compliance Department e-mail at StateComplaints anfcci-grouo.com. For Claims, you may write to FCCI Insurance Group Claim Department e-mail at newclaim(a-)fcci-arouo.com. 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: PO Box 149104 Austin TX 78714-9104 Fax: 1-512-490-1007 Web: htto://www.tdi.texas.aov E-mail: ConsumerProtection s(a)tdi.texas. aov PREMIUM OR CLAIM DISPUTES Should you have a dispute concerning your premium or about a claim you should contact FCCI 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 documents. *The FCCI Insurance Group includes the following insurance carriers: Brierfield Insurance Company, FCCI Advantage Insurance Company, FCC] Commercial Insurance Company, FCCI Insurance Company, Monroe Guaranty Insurance Company, and National Trust Insurance Company. 1-BD-TX-21690-NTP-07 15 Page 1 of 1 Copyright 2015 FCCI Insurance Group. 006219-1 DAP - MAINTENANCE BOND Page 1 of 3 1 SECTION 00 62 19 2 DAP - MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we DFW Paving, LLC , known as "Principal" herein 8 and FCCI Insurance Company , a corporate surety (sureties, if more 9 than one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether 10 one or more), are held and firmly bound unto the Developer, West River Homes Building, LLC, 11 authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas municipal 12 corporation ("City"), in the sum of ONE HUNDRED SIX THOUSAND NINE HUNDRED 13 SIXTY SEVEN DOLLARS AND TEN CENTS ($106,967.10), lawful money of the United 14 States, to be paid in Fort Worth, Tarrant County, Texas, for payment of which sum well and truly 15 be made jointly unto the Developer and the City as dual obligees and their successors, we bind 16 ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, 17 firmly by these presents. 18 19 WHEREAS, Developer and City have entered into an Agreement for the construction of 20 community facilities in the City of Fort Worth by and through a Community Facilities 21 Agreement, CFA Number CFA223-0055;and 22 WHEREAS, the Principal has entered into a certain written contract with the Developer 23 awarded the 30th day of April , 20 24 , which Contract is 24 hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all 25 materials, equipment labor and other accessories as defined by law, in the prosecution of the 26 Work, including any Work resulting from a duly authorized Change Order (collectively herein, 27 the "Work") as provided for in said Contract and designated as Azalea Avenue Townhomes and 28 29 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 30 accordance with the plans, specifications and Contract Documents that the Work is and will 31 remain free from defects in materials or workmanship for and during the period of two (2) years 32 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and 33 CITY OF FORT WORTH AZALEA AVENUE TOWNHOMES STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN:104341 Revised January 31, 2012 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 006219-2 DAP - MAINTENANCE BOND Page 2 of 3 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part upon receiving notice from the Developer and/or City of the need thereof at any time within the Maintenance Period. NOW THEREFORE, the condition of this obligation is such that if Principal shall remedy any defective Work, for which timely notice was provided by Developer or City, to a completion satisfactory to the City, then this obligation shall become null and void; otherwise to remain in full force and effect. PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely noticed defective Work, it is agreed that the Developer or City may cause any and all such defective Work to be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and the Surety under this Maintenance Bond; and PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division; and PROVIDED FURTHER, that this obligation shall be continuous in nature and successive recoveries may be had hereon for successive breaches. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 2012 AZALEA AVENUE TOWNHOMES CPN:104341 006219-3 DAP - MAINTENANCE BOND Page 3 of 3 1 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the 30\day of -Apn 3 2024 . 4 5 PRINCIPAL: 6 _DFW Pavine. LLC 7 8 9 BY: 10 gnature 1 1AiTIE T: II 13 nil, _Matt Walker. Vice President 14 (rin 1pal) Secretary Name and Title 15 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 ATTEST: (Surety) Secretary Wsns o Surety C Address: _5890 East_Berry St Fort Worth, TX 76119 SURETY: FCCI Insurance Company BY: w f 1 Signature v Nicole E. Schmalz, Attorney -In -Fact Name and Title Address: 6300 University Parkway Sarasota, FL 34240 Telephone Number: 800-226-3224 * ote: 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 AZALEA AVENUE TOWNHOMES STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN:104341 Revised January 31, 2012 i FCCrGROUPA,tivice GENERAL POWER OF ATTORNEY Know all men by these presents: That the FCCI Insurance Company, a Corporation organized and existing under the laws of the State of Florida (the "Corporation") does make, constitute and appoint: Nicole E. Schmalz; Eric Schmalz Each, its true and lawful Attorney -In -Fact, to make, execute, seal and deliver, for and on its behalf as surety, and as its act and deed in all bonds and undertakings provided that no bond or undertaking or contract of suretyship executed under this authority shall exceed the sum of (not to exceed $30,000,000.00): $30,000,000.00 This Power of Attorney is made and executed by authority of a Resolution adopted by the Board of Directors. That resolution also authorized any further action by the officers of the Company necessary to effect such transaction. The signatures below and the seal of the Corporation may be affixed by facsimile, and any such facsimile signatures or facsimile seal shall be binding upon the Corporation when so affixed and in the future with regard to any bond, undertaking or contract of surety to which it is attached. In witness whereof, the FCCI Insurance Company has caused these presents to be signed by its duly authorized officers and its corporate Seal to be hereunto affixed, this 23rd day of July 2020. ?A Cit Attest: Christina D. Welch, President SEAL Christopher Shoucair, FCCI Insurance Company EVP, CFO, Treasurer, Secretary FCCI Insurance Company State of Florida County of Sarasota Before me this day personally appeared Christina D. Welch, who is personally known to me and who executed the foregoing document for the purposes expressed therein. My commission expires: 2/27/2027 1q, KcurswW �% • • c0nN9&18n# N9a6S16 Notary Public of F-1 State of Florida County of Sarasota Before me this day personally appeared Christopher Shoucair, who is personally known to me and who executed the foregoing document for the purposes expressed therein. My commission expires: 2/27/2027 � mdsww IHM F0,,y27,2W Notary Public CERTIFICATE I, the undersigned Secretary of FCCI Insurance Company, a Florida Corporation, DO HEREBY CERTIFY that the foregoing Power of Attorney remains in full force and has not been revoked; and furthermore that the February 27, 2020 Resolution of the Board of Directors, referenced in said Power of Attorney, is now in force. Dated this day of (1 2024 1-IONA-3592-NA-04, 7/2021 IMPORTANT NOTICE To obtain information or make a complaint: You may call FCCI Insurance Group's (FCCI)` toll -free telephone number for information or to make a complaint at 1-800-226-3224. You may also write to FCCI Insurance Group Compliance Department e-mail at StateComplaints(a.fcci-group.com For Claims, you may write to FCCI Insurance Group Claim Department e-mail at newclaim0fcci-group.com. 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: PO Box 149104 Austin TX 78714-9104 Fax: 1-512-490-1007 Web: htto://www.tdi.texas.aov E-mail: ConsumerProtectionsO..tdi.texas.00v PREMIUM OR CLAIM DISPUTES Should you have a dispute concerning your premium or about a claim you should contact FCCI 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 documents. The FCCI Insurance Group includes the following insurance carriers: Brierfield Insurance Company, FCCI Advantage Insurance Company, FCCI Commercial Insurance Company, FCCI Insurance Company, Monroe Guaranty Insurance Company, and National Trust Insurance Company. 1-BD-TX-21690-NTP-07 15 Page 1 of 1 Copyright 2015 FCCI Insurance Group. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 006125-1 CERTIFICATE OF INSURANCE Page 1 of 1 SECTION 00 6125 CERTIFICATE OF INSURANCE END OF SECTION CITY OF FORT WORTH Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 104341 Revised July 1, 2011 DATE(MM/DD/YYYY) A� " CERTIFICATE OF LIABILITY INSURANCE 09/19/2023 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 CONTACT Gala Harris NAME: The Sweeney Company I PHONE (817) 457-6700 I FAX (817) 457-7246 (A/C No. Extl: (A/C, No): 1121 E. Loop 820 South I E-MAIL gala@thesweeneyco.com ADDRESS: P O BOX 8720 I INSURER(S) AFFORDING COVERAGE Fort Worth TX 76124-0720 INSURERA Continental Casualty Co INSURED INSURER B:: Continental Insurance Co INSURER C : Texas Mutual Insurance Company INSURER D : American Casualty Company of Reading PA INSURER E : Fort Worth TX 76119-1803 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 HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICY EFF POLICY EXP LTYPE OF INSURANCE TR INSD WVD POLICY NUMBER (MM/DD/YYYY) (MM/DD/YYYY) LIMITS DFW Paving, LLC 5890 East Berry Street NAIC # 20443 35289 22945 20427 X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 FX TO TED I 100,000 CLAIMS -MADE OCCUR PREMISES Ea oDAMAGE ccurrence) $ X XCU Included, Contractual I MED EXP (Any one person) $ 15,000 A X Cyber Liability $100,000 6078912618 09/24/2023 09/24/2024 I PERSONAL &ADV INJURY $ 11000,000 GEN'LAGGREGATE LIMIT APPLIES PER: I GENERAL AGGREGATE $ 2,000,000 POLICY � PRO ❑ LOC JECT I PRODUCTS - COMP/OP AGG $ 2,000,000 OTHER: Contractual, Poll Liab $ 1,000,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea accident) $ 1,000,000 _ X ANYAUTO I BODILY INJURY (Per person) $ B OWNED SCHEDULED 6078912621 09/24/2023 09/24/2024 I BODILY INJURY (Per accident) $ _ AUTOS ONLY AUTOS HIRED I PROPERTY DAMAGE $ HNON-OWNED AUTOS ONLY AUTOS ONLY (Per accident) $ UMBRELLA LIAB X X OCCUR EACH OCCURRENCE 5,000,000 $ B EXCESS LAB CLAIMS -MADE 6078912649 09/24/2023 09/24/2024 I AGGREGATE $ 5,000,000 DED I XI RETENTION $ 10,000 $ WORKERS COMPENSATION XI I I AND EMPLOYERS' LIABILITY Y / N SPER TATUTE ERH D ANY PROPRIETOR/PARTNER/EXECUTIVE Y N /A 7040223583 09/24/2023 09/24/2024 I E.L. EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? (Mandatory in NH) I E.L. DISEASE - EA EMPLOYEE $ 1,000,000 If yes, describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ Limit per Item $500,000 Contractor's Equipment -Leased or A Rented 7034219229 09/24/2023 09/24/2024 Deductible $2,500 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Azalea Avenue Townhomes - COFW Project NO 104341. Certificate Holder is included as Additional Insured as respects General & Auto Liability as required by written contract. The General Liability policy contains a special provision with Primary & Non -Contributory wording as required by written contract. Waiver of Subrogation applies as respects General & Auto Liability as required by written contract. 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 & ITS OFFICERS, EMPLOYEES ACCORDANCE WITH THE POLICY PROVISIONS. AND SERVANTS AUTHORIZED REPRESENTATIVE 200 TEXAS ST FT WORTH I TX 76102 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD DATE(MM/DD/YYYY) A� " CERTIFICATE OF LIABILITY INSURANCE 02/26/2024 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 CONTACT Gala Harris NAME: The Sweeney Company I PHONE (817) 457-6700 I FAX (817) 457-7246 (A/C No. Extl: (A/C, No): 1121 E. Loop 820 South I E-MAIL gala@thesweeneyco.com ADDRESS: P O BOX 8720 I INSURER(S) AFFORDING COVERAGE Fort Worth TX 76124-0720 INSURERA Continental Casualty Co INSURED INSURER B:: Continental Insurance Co INSURER C : Texas Mutual Insurance Company INSURER D : American Casualty Company of Reading PA INSURER E : Fort Worth TX 76119-1803 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 HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICY EFF POLICY EXP LTYPE OF INSURANCE TR INSD WVD POLICY NUMBER (MM/DD/YYYY) (MM/DD/YYYY) LIMITS DFW Paving, LLC 5890 East Berry Street NAIC # 20443 35289 22945 20427 X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 FX TO TED I 100,000 CLAIMS -MADE OCCUR PREMISES Ea oDAMAGE ccurrence) $ X XCU Included, Contractual I MED EXP (Any one person) $ 15,000 A X Cyber Liability $100,000 6078912618 09/24/2023 09/24/2024 I PERSONAL &ADV INJURY $ 11000,000 GEN'LAGGREGATE LIMIT APPLIES PER: I GENERAL AGGREGATE $ 2,000,000 POLICY � PRO ❑ LOC JECT I PRODUCTS - COMP/OP AGG $ 2,000,000 OTHER: Contractual, Poll Liab $ 1,000,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea accident) $ 1,000,000 _ X ANYAUTO I BODILY INJURY (Per person) $ B OWNED SCHEDULED 6078912621 09/24/2023 09/24/2024 I BODILY INJURY (Per accident) $ _ AUTOS ONLY AUTOS HIRED I PROPERTY DAMAGE $ HNON-OWNED AUTOS ONLY AUTOS ONLY (Per accident) $ UMBRELLA LIAB X X OCCUR EACH OCCURRENCE 5,000,000 $ B EXCESS LAB CLAIMS -MADE 6078912649 09/24/2023 09/24/2024 I AGGREGATE $ 5,000,000 DED I XI RETENTION $ 10,000 $ WORKERS COMPENSATION XI I I AND EMPLOYERS' LIABILITY Y/ N SPER TATUTE ERH D ANY PROPRIETOR/PARTNER/EXECUTIVE Y N /A 7040223583 09/24/2023 09/24/2024 I E.L. EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? (Mandatory in NH) I E.L. DISEASE - EA EMPLOYEE $ 1,000,000 If yes, describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ Limit per Item $500,000 Contractor's Equipment -Leased or A Rented 7034219229 09/24/2023 09/24/2024 Deductible $2,500 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Azalea Avenue Townhomes - COFW Project NO 104341. Certificate Holder is included as Additional Insured as respects General & Auto Liability as required by written contract. The General Liability policy contains a special provision with Primary & Non -Contributory wording as required by written contract. Waiver of Subrogation applies as respects General & Auto Liability as required by written contract. 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 West River Homes & its officers, employees ACCORDANCE WITH THE POLICY PROVISIONS. and servants AUTHORIZED REPRESENTATIVE 830 Taylor Street Fort Worth I TX 76102 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD SECTION 00 42 43 Deveioper Awarded Projects -PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item ir&omiation Bidder's Proposal Item Description Specification Umt of Hid Quantity Unit Price Bid vaiue IBidhst No I I Section No immure UNIT IV, STREET LIGHTING IMPROVEMENTS 1 2605.3015 2" CONDT PVC SCH 80(T) 26 05 43 LF 706 S20.00 $14,120.00 2 3441.1502 Ground Box Type B w' Apron 3441 10 EA 8 $700.00 $5,600.00 3 3441.1408 NO 6lnsulated Elec Condit 3441 10 LF 2118 $2.00 S4,236.00 4 3441,3037 FurnisbAnstell 10'- 14' Washington Standard 34 4120 EA 12 $3,875.00 S46,500,% 5 3441,3303 Rdway Illam Foundation TY 7 34 4120 EA 12 $1,150.00 S13,800.00 6 '1441.3351 Funtish, Install Rdway Illum TY I I Pole 34 4120 EA 3 $Z,025,00 $6,075.00 7 3441 A646 flmrisMustall Type 33B Arm 34 41 20 EA 3 $300.00 S900.00 i 8 3441.3301 Rdway Illum Foundation TY 1,2, and 4 344120 EA 3 S1,250.00 $3.750,00 4 3441.3201 LED Lighting Fixture .1441 20 EA I 3 $325,00 $975.00 10 3441.3201 LED Lighting Fixture 34 4120 EA 2 u550.00 S1,100.00 11 3441.3323 Furnist0ristall 8' Wood Light Pole Arm 34 41 20 EA 1 $2,500.00 $2,500.00 j 12 1305.0103 HxyloratoryExcavation afExistingUtilitirs 330530 EA 40 S150,00 $6,000.00 13 2605.0111 FtunislVitwall Elec Se, Pedestal 26 05 00 EA I 59,500.00 $9,500.00 14 3441.5501 Salvage Street Light Pole 34 41 20 EA 1 S2.500.00 $2,500.00 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 TOTAL UNIT IV: STREET LIGHTING IMPROVEMENT S117,556.00 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL =ORM UNIT PRICE BID Bidder's Application Project item lnformanon Bidder's Proposal Baltltern Descnpuon Specdicanon IUmtof Bid Quantity Unit Price I Bid Value l No I Secrionwo Imeasnre I! Rid Sommary UNIT IV: STREET LIGHTING IMPROVEMENTS I S117,55600 Total Constraction Rid Sl 17 556.00 This Bid is submitted by the entity named below: BIDDER: BY: Tii:el:e Ylcnapucc (' KS CEih• tiContractors, Inclnc `y 6705IIW)237 iy Arlington, •I'\ 76001 TITLE: Operations Nlannger DATE. S126f2023 Contractor agrees to complete WORK for FINAL ACCEPTANCE within 45 ___working da} date when the CONTRACT commences to run as provided In the (general Conditions. END OF SECTION 0045 11 -1 BIDDERS PREQUALIFICATIONS Page 1 of 3 1 SECTION 00 45 11 2 BIDDERS PREQUALIFICATIONS 4 1. Summary. All contractors are required to be prequalified by the City prior to submitting 5 bids. To be eligible to bid the contractor must submit Section 00 45 12, Prequalification 6 Statement for the work type(s) listed with their Bid. Any contractor or subcontractor who is 7 not prequalified for the work type(s) listed must submit Section 00 45 13, Bidder 8 Prequalification Application in accordance with the requirements below. 9 10 The prequalification process will establish a bid limit based on a technical evaluation and 11 financial analysis of the contractor. The information must be submitted seven (7) days prior 12 to the date of the opening of bids. For example, a contractor wishing to submit bids on 13 projects to be opened on the 7th of April must file the information by the 31st day of March 14 in order to bid on these projects. In order to expedite and facilitate the approval of a Bidder's 15 Prequalification Application, the following must accompany the submission. 16 a. A complete set of audited or reviewed financial statements. 17 (1) Classified Balance Sheet 18 (2) Income Statement 19 (3) Statement of Cash Flows 20 (4) Statement of Retained Earnings 21 (5) Notes to the Financial Statements, if any 22 b. A certified copy of the firm's organizational documents (Corporate Charter, Articles 23 of Incorporation, Articles of Organization, Certificate of Formation, LLC 24 Regulations, Certificate of Limited Partnership Agreement). 25 c. A completed Bidder Prequalification Application. 26 (1) The firm's Texas Taxpayer Identification Number as issued by the Texas 27 Comptroller of Public Accounts. To obtain a Texas Taxpayer Identification 28 number visit the Texas Comptroller of Public Accounts online at the 29 following web address www.window.state.tx.us/taxDertnit/ and fill out the 30 application to apply for your Texas tax ID. 31 (2) The firm's e-mail address and fax number. 32 (3) The firm's DUNS number as issued by Dun & Bradstreet. This number 33 is used by the City for required reporting on Federal Aid projects. The DUNS 34 number may be obtained at www.dnb.com. 35 d. Resumes reflecting the construction experience of the principles of the firm for firms 36 submitting their initial prequalification. These resumes should include the size and 37 scope of the work performed. 38 e. Other information as requested by the City. 39 40 2. Prequalification Requirements 41 a. Financial Statements. Financial statement submission must be provided in 42 accordance with the following: 43 (1) The City requires that the original Financial Statement or a certified copy 44 be submitted for consideration. CITY OF FORT WORTH AZALEA AVENUE TOWNHOMES STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN:104341 Revised April 2, 2014 0045 11 -2 BIDDERS PREQUALIFICATIONS Page 2 of 3 1 (2) To be satisfactory, the financial statements must be audited or reviewed 2 by an independent, certified public accounting firm registered and in 3 good standing in any state. Current Texas statues also require that 4 accounting firms performing audits or reviews on business entities within 5 the State of Texas be properly licensed or registered with the Texas State 6 Board of Public Accountancy. 7 (3) The accounting firm should state in the audit report or review whether 8 the contractor is an individual, corporation, or limited liability company. 9 (4) Financial Statements must be presented in U.S. dollars at the current rate 10 of exchange of the Balance Sheet date. 11 (5) The City will not recognize any certified public accountant as 12 independent who is not, in fact, independent. 13 (6) The accountant's opinion on the financial statements of the contracting 14 company should state that the audit or review has been conducted in 15 accordance with auditing standards generally accepted in the United 16 States of America. This must be stated in the accounting firm's opinion. 17 It should: (1) express an unqualified opinion, or (2) express a qualified 18 opinion on the statements taken as a whole. 19 (7) The City reserves the right to require a new statement at any time. 20 (8) The financial statement must be prepared as of the last day of any month, 21 not more than one year old and must be on file with the City 16 months 22 thereafter, in accordance with Paragraph 1. 23 (9) The City will determine a contractor's bidding capacity for the purposes 24 of awarding contracts. Bidding capacity is determined by multiplying the 25 positive net working capital (working capital = current assets — current 26 liabilities) by a factor of 10. Only those statements reflecting a positive 27 net working capital position will be considered satisfactory for 28 prequalification purposes. 29 (10) In the case that a bidding date falls within the time a new financial 30 statement is being prepared, the previous statement shall be updated with 31 proper verification. 32 b. Bidder Prequalification Application. A Bidder Prequalification Application must be 33 submitted along with audited or reviewed financial statements by firms wishing to be 34 eligible to bid on all classes of construction and maintenance projects. Incomplete 35 Applications will be rejected. 36 (1) In those schedules where there is nothing to report, the notation of 37 "None" or "N/A" should be inserted. 38 (2) A minimum of five (5) references of related work must be provided. 39 (3) Submission of an equipment schedule which indicates equipment under 40 the control of the Contractor and which is related to the type of work for 41 which the Contactor is seeking prequalification. The schedule must 42 include the manufacturer, model and general common description of 43 each piece of equipment. Abbreviations or means of describing 44 equipment other than provided above will not be accepted. 45 46 3. Eligibility to Bid 47 a. The City shall be the sole judge as to a contractor's prequalification. 48 b. The City may reject, suspend, or modify any prequalification for failure by the 49 contractor to demonstrate acceptable financial ability or performance. 50 c. The City will issue a letter as to the status of the prequalification approval. CITY OF FORT WORTH AZALEA AVENUE TOWNHOMES STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN:104341 Revised April 2, 2014 0045 11 -3 BIDDERS PREQUALIFICATIONS Page 3 of 3 1 d. If a contractor has a valid prequalification letter, the contractor will be eligible to bid 2 the prequalified work types until the expiration date stated in the letter. 3 8 END OF SECTION CITY OF FORT WORTH AZALEA AVENUE TOWNHOMES STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN:104341 Revised April 2, 2014 0045 12 DAP PREQUALIFICAMN STATEMFNT 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 Tvve" box provide the complete major work tvne and actual descri_ntion as provided by the Water Department for water and sewer and TPW for paving. Major Work Type Contractor/Subcontractor Company Name Prequalification Expiration Date Roadway and Pedestrian Lighting C & S Utility Contractors, Inc 1 /31 /2026 The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: C& S Utility Contractors, Inc 6705 HWY 287 BY: Arlington, TX 76001 (Signature) TITLE: B enapace, Operations Manager DATE: tt� kIz3 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION PREQUALI NCAT}ON STATE MENT— DEVELOPER AWARDED PROJECTS Form Version September 1, 2015 AZALEA AVENUE TOWNHOMES 00 45 12—Prequalificatioo Statement 2015_DAP.docx 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 004526-1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of I 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. 104341. 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: C & S Utility Contractors. Inc By: Charles Saylors Company (Please Print) 6705 HWY 287 Signature: Address Arlinaton, TX 76001 Title: President City/State/Zip (Please Print) THE STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, on this day personally appeared Charles Saylors , 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 C&S Utility Contractors, Inc. for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN VNDER MY HAND AND SEAL OF OFFICE this Tjl� day of &10J`t vsf- — , 2003 Notary Public in a for the State of Texas END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 2, 2014 : Notary ID #130491676 A1y Cammfsslon Expires a► Fetruary2, 2025 AZALEA AVFNUE TOWNHOMES CPS:104341 2 SECTION 00 52 43 AGREEMENT 00 52 43 - 1 Developer Awarded Project Agreement Page 1 of 4 3 THIS AGREEMENT, authorized on 10/20/2023 is made by and between the Developer, 4 (West River Homes Building, LLC), authorized to do business in Texas ("Developer") , and C & 5 S Utility Contractors, Inc, authorized to do business in Texas, acting by and through its duly 6 authorized representative, ("Contractor"). 7 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 8 follows: 9 Article 1. WORK 10 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 11 Project identified herein. 12 Article 2. PROJECT 13 The project for which the Work under the Contract Documents may be the whole or only a part is 14 generally described as follows: 15 Azalea Avenue Townhomes 16 CPN:104341 17 Article 3. CONTRACT TIME 18 3.1 Time is of the essence. 19 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 20 Documents are of the essence to this Contract. 21 3.2 Final Acceptance. 22 The Work will be complete for Final Acceptance within {45) working days after the date 23 when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard 24 City Conditions of the Construction Contract for Developer Awarded Projects. 25 3.3 Liquidated damages 26 Contractor recognizes that time is of the essence of this Agreement and that Developer 27 will suffer financial loss if the Work is not completed within the times specified in 28 Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of 29 the Standard City Conditions of the Construction Contract for Developer Awarded 30 Projects. The Contractor also recognizes the delays, expense and difficulties involved in 31 proving in a legal proceeding the actual loss suffered by the Developer if the Work is not 32 completed on time. Accordingly, instead of requiring any such proof , Contractor agrees 33 that as liquidated damages for delay (but not as a penalty), Contractor shall pay 34 Developer Six Hundred and Fifty Dollars ($650.00) for each day that expires after the 35 time specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter 36 of Acceptance. CITY OF FORT WORTH AZALEA AVENUE TOWNHOMES STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104341 Revised June 16, 2016 005243-2 Developer Awarded Project Agreement Page 2 of 4 37 Article 4. CONTRACT PRICE 38 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract 39 Documents an amount in current funds of ONE HUNDRED SEVENTEEN THOUSAND FIVE 40 HUNDRED FIFTY SIX DOLLARS ($117,556.00). 41 Article 5. CONTRACT DOCUMENTS 42 5.1 CONTENTS: 43 A. The Contract Documents which comprise the entire agreement between Developer and 44 Contractor concerning the Work consist of the following: 45 1. This Agreement. 46 2. Attachments to this Agreement: 47 a. Bid Form (As provided by Developer) 48 1) Proposal Form (DAP Version) 49 2) Prequalification Statement 50 3) State and Federal documents (project specific) 51 b. Insurance ACORD Form(s) 52 c. Payment Bond (DAP Version) 53 d. Performance Bond (DAP Version) 54 e. Maintenance Bond (DAP Version) 55 f. Power of Attorney for the Bonds 56 g. Worker's Compensation Affidavit 57 h. MBE and/or SBE Commitment Form (If required) 58 3. Standard City General Conditions of the Construction Contract for Developer 59 Awarded Projects. 60 4. Supplementary Conditions. 61 5. Specifications specifically made a part of the Contract Documents by attachment 62 or, if not attached, as incorporated by reference and described in the Table of 63 Contents of the Project's Contract Documents. 64 6. Drawings. 65 7. Addenda. 66 8. Documentation submitted by Contractor prior to Notice of Award. 67 9. The following which may be delivered or issued after the Effective Date of the 68 Agreement and, if issued, become an incorporated part of the Contract Documents: 69 a. Notice to Proceed. 70 b. Field Orders. 71 c. Change Orders. 72 d. Letter of Final Acceptance. 73 74 CITY OF FORT WORTH AZALEA AVENUE TOWNHOMES STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN.- 104341 Revised June 16, 2016 This document was created by an application that isn't licensed to use novaPDF. Purchase a license to generate PDF files without this notice. 116 117 118 119 120 121 122 123 124 125 126 00 52 43 - 4 Developer Awarded Project Agreement Page 4 of 4 7.6 Authority to Sign. Contractor shall attach evidence of authority to sign Agreement, if other than duly authorized signatory of the Contractor. IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple counterparts. This Agreement is effective as of the last date signed by the Palsies ("Effective Date"). Contractor: C & S Utility Contractors, Inc By: — (Signature) Charles Saylors (Printed Name) Title: President Company Name: C & S Utility Contractors, Inc Address: 6705 HWY 287 City/State/Zip:_ Arlington, TX 76001 10/20/2023 Date 10/20/2023 Developer: West River Homes Building, LLC By: J9 U' (Signature) ��i/cn0 -A-o�- (Printed Name) Title: 31 P,P,— Company name: Address:830 Taylor Street C ity/State/Zip: Fort Worth, TX 76102 10/20/2023 Date CITY OF FORT WORTH AZALEA AVENUE TOWNHOMES S"rANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN. 104341 Revised June 16, 2016 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 006125-1 CERTIFICATE OF INSURANCE Page 1 of I SECTION 00 6125 CERTIFICATE OF INSURANCE END OF SECTION CITY OF FORT WORTH Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 104341 Revised July 1, 2011 DATE (MM/DD/YYYY) A� " CERTIFICATE OF LIABILITY INSURANCE 6/12/2024 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 (CONTACT Swingle, Collins & Associates I PHONE FAX 13760 Noel Road, Suite 600 (A/C. No. Ext): 972 387-3000 (A/C, No): 972-387-3808 Dallas TX 75240 I ADDRESS: services?Pswinglecolllns.com INSURER(S) AFFORDING COVERAGE NAIC # INSURERA: Republic Franklin Insurance Company 12475 INSURED C&SUTIL-01 C&S Utility Contractors Inc. INSURER B : Texas Mutual Insurance CO 22945 6705 Highway 287 I INSURER C : Utica Lloyd's of Texas 10990 Arlington TX 76001 I INSURERD: INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER: 1264380656 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR INSD WVD POLICY NUMBER (MM/DD/YYYY) (MM/DD/YYYY) A X COMMERCIAL GENERAL LIABILITY Y Y 5500216 2/20/2024 2/20/2025 EACH OCCURRENCE $ 1 000 000 CLAIMS -MADE � OCCUR GEN'L AGGREGATE LIMIT APPLIES PER: POLICY ❑ PRO- JECT ❑ LOC OTHER: C AUTOMOBILE LIABILITY Y Y 5500213 X ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS X HIRED X NON -OWNED AUTOS ONLY AUTOS ONLY A X UMBRELLA LIAB OCCUR Y Y 5507415 HCLAIMS-MADE EXCESS LIAB DED I I RETENTION $ B WORKERS COMPENSATION Y 0001312476 AND EMPLOYERS' LIABILITY Y / N ANYPROPRI ETOR/PARTNER/EXECUTIV 1- OFFICER/MEMBER EXCLUDED? ❑ N/A (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below A Contractors Equipment 5500216 A Scheduled Equipment 5500216 Leased/Rented Equipment DAMAGE TO RENTED PREMISES (Ea occurrence) $ 100,000 MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 PRODUCTS - COMP/OP AGG $ 2,000,000 2/20/2024 2/20/2025 COMBINED SINGLE LIMIT $ 1,000,000 (Ea accident) BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE $ (Per accident) 2/20/2024 2/20/2025 EACH OCCURRENCE $ 3,000,000 AGGREGATE $ 3,000,000 PER 2/20/2024 2/20/2025 X I STATUTE ERH E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 2/20/2024 2/20/2025 Blanket Limit 100,000 2/20/2024 2/20/2025 Scheduled Limit 1,077,952 Limit $100, 000 DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) RE: Azalea Avenue Townhomes — COFW Project No. 104341. Certificate Holder is included as Additional Insured as respects General & Auto Liability as required by written contract. The General Liability policy contains a special provision with Primary & Non -Contributory wording as required by written contract. Waiver of Subrogation applies as respects General & Auto Liability and Workers Compensation as required by written contract. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. West River Home Building, LLC. 830 Taylor St AUTHORIZED REPRESENTATIVE Fort Worth TX 76102 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD COMMERCIAL AUTO THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. COMMERCIAL AUTOMOBILE EXTENSION ENDORSEMENT This endorsement modifies insurance provided under the following: COMMERCIAL AUTOMOBILE COVERAGE PART Only that insurance provided below that broadens coverage under the Commercial Auto Coverage Part applies. A. Fellow Employee Exclusion Exception The following modification applies on an excess basis over any other insurance. Exclusion 5. (Fellow Employee) of SECTION II - LIABILITY COVERAGE is replaced by the following: 5. "Bodily injury" to any fellow employee of the "insured" arising out of and in the course of the fellow employee's employment. But this exclusion does not apply to "bodily injury" to any fellow employee which results from the use of a covered "auto" you own or hire. B. Increased Supplementary Payments The amount we will pay for the cost of bail bonds and for reasonable expenses incurred by the "insured" under the Supplementary Payments Coverage Extension of SECTION II - LIABILITY COVERAGE is increased to $2,500 and $300 respectively. C. Automatic Hired Auto Physical Damage Coverage 1. Subject to 2. and 3. below, the broadest of the Physical Damage Coverages provided under this Coverage Part for "autos" you own are also provided for hired "autos" which are covered for Liability Coverage under this Coverage Part. 2. The most we will pay for "loss" in any one "accident" is the lesser of: a. The actual cash value of the damaged or stolen property as of the time of the "loss"; b. The cost of repairing or replacing the damaged or stolen property with other property of like kind and quality; or c. $35,000. 3. As respects the Physical Damage Coverage provided for hired "autos" under this Coverage Extension, our obligation to pay for, repair, return or replace damaged or stolen property will be reduced by the largest deductible for such coverage applicable to any owned covered "auto." In the event of "loss" caused by fire or lightning, no deductible shall apply. D. Leased Auto Additional Legal Obligation Coverage The following coverage is added to SECTION III - PHYSICAL DAMAGE COVERAGE: For any covered "auto" for which this Coverage Form includes a lessor as an additional "insured" under the Additional Insured - Lessor endorsement, we will pay your additional "legal obligation" to such lessor in the event of a total "loss." As used in this coverage, "legal obligation" shall mean and be the difference between the amount owed on your lease and the actual cash value of the "auto." The amount owed on your lease shall not include any taxes; overdue payments or interest resulting from overdue payments; penalties; lease termination fees; and charges resulting from mileage, overdue payments or excess wear and tear. The actual cash value of the "auto" and the amount owed on your lease shall be based on the time of the "loss." E. Theft Extension The coverage provided under SECTION III - PHYSICAL DAMAGE COVERAGE for transportation expenses incurred by you because of a total theft of a covered "auto" of the private passenger type is increased to $50 per day and to a maximum of $1,000. 8-E-2419 Ed. 04-2017 Includes copyrighted material of Insurance Services Office, Inc., Page 1 of 3 with its permission. Copyright, Utica Mutual Insurance Company, 2017. F. Window Glass Breakage Deductible Waiver For "loss" covered under SECTION III - PHYSICAL DAMAGE COVERAGE, the Deductible provision does not apply to window glass breakage if the damaged window glass is repaired instead of replaced. G. Malfunction Extension for Airbags The following provision is added to the Exclusion for wear and tear, freezing, mechanical or electrical breakdown under SECTION III - PHYSICAL DAMAGE COVERAGE: But mechanical or electrical breakdown does not include accidental inflation of an airbag. H. Multiple Deductibles 1. In the event of any occurrence which results in a loss or 'loss" we cover under more than one Coverage, Coverage Form, or Coverage Part, the deductibles shall apply as described in 2., 3. or 4. below. 2. a. If all involved deductibles are equal in amount, that amount will apply only once for all loss or "loss" from each occurrence. K. Broadened Cancellation It is agreed that we may cancel or nonrenew this Coverage Part by mailing or delivering to the first Named Insured written notice of cancellation or nonrenewal at least sixty (60) days before the effective date of cancellation. This provision does not apply if the policy is cancelled for nonpayment of premium. If these provisions conflict with any state law or regulation governing the cancel lation/nonrenewal of this Coverage Part, then such law or regulation shall prevail and this Coverage Part is amended to conform with such law or regulation. L. Broadened Named Insured b. Loss or 'loss" from each occurrence under all involved coverages will be accumulated to make up that deductible amount. 3. If involved deductibles for different coverages are of different amounts, we will use the method described in a. or b. of this item 3. which results in the higher total payment to you. M a. We will apply each deductible to the loss or 'loss" for the coverage to which it applies; or b. We will add the amount of loss or 'loss" from all involved coverages and subtract from the total the larger or largest applicable deductible. 4. This deductible provision does not apply to loss or "loss" caused by flood, windstorm or hail. Bodily Injury Redefined It is agreed and understood that the definition of "bodily injury" (SECTION V) includes mental anguish resulting from "bodily injury," sickness or disease to the person who sustained such "bodily injury," sickness or disease. J. Unintentional Failure to Disclose Hazards Failure of the insured to disclose all hazards existing as of the inception date of the Coverage Part shall not invalidate the insurance afforded by this Coverage Part if such failure or omission is not intentional. It is agreed that the Named Insured shown in the Declarations includes any subsidiary corporation, firm, or organization of a similar business nature which is newly acquired or formed, and over which you maintain ownership or majority interest, if there is no other similar insurance available to that organization. However, coverage does not apply to "bodily injury," "property damage" or "loss" that occurred before you acquired or formed the organization. No person or organization is an "insured" with respect to the conduct of any current or past partnership or joint venture that is not shown as a Named Insured in the Declarations. As used in this extension of coverage, the phrase, "similar business nature" means of a nature which an ordinary person would consider to be closely related to your business. Notice of Accident, Claim, Suit or Loss It is agreed that failure by any agent, servant, or employee (except an executive officer, or individual designated by an executive officer to give such notice) of the "insured" to notify us of any "accident," claim, "suit," or 'loss" of which such person has knowledge shall not invalidate the insurance afforded by this Coverage Part as respects the Named Insured. N. Hired Auto Changes Coverage territory is amended to be anywhere in the world for a "suit": 1. Involving a covered "auto" that is leased, hired, rented or borrowed by the Named Insured; and 2. Brought against an "insured" for damages to which this insurance applies; when such "suit" is brought in: a. The United States of America; b. The territories and possessions of the United States of America; c. Puerto Rico; or d. Canada. Page 2 of 3 8-E-2419 Ed. 04-2017 O. Theft Expenses Under the Loss Payment - Physical Damage Coverage Loss Condition (SECTION IV), regardless of the option we select, it is agreed and understood that in the event of a theft of a covered "auto," we will pay those expenses incurred for the return of the covered "auto" to the Named Insured. P. Employees as Insureds The following is added to the LIABILITY COVERAGE WHO IS AN INSURED provision: Any employee of yours is an "insured" while using a covered "auto" you don't own, hire or borrow in your business or your personal affairs. Q. Towing and Labor Under SECTION III - PHYSICAL DAMAGE COVERAGE, Towing is replaced by the following: Towing and Labor We will pay up to the following limits for towing and labor costs incurred each time a covered "auto" is disabled: a. $100 for a covered "auto" rated and classified as a private passenger vehicle. b. $150 for a covered "auto" rated and classified as a light, medium, heavy or extra -heavy truck. However, the labor must be performed at the place of disablement. R. Personal Effects The following is added to SECTION III - PHYSICAL DAMAGE COVERAGE: Personal Effects If you carry Comprehensive Coverage for the stolen covered "auto", we will pay up to $750 for personal effects stolen with the auto. This insurance is excess over any other collectible insurance and no deductible applies. S. Waiver of Subrogation The Transfer of Rights of Recovery Against Others To Us Loss Condition is replaced by the following: If the insured has rights to recover all or part of any payment we have made under this policy, those rights are transferred to us. The insured must do nothing after loss to impair them. At our request, the insured will bring suit or transfer those rights to us and help us enforce them. We waive any right of recovery we may have under such a transfer of rights against any person or organization holding a waiver under a written contract with the insured if such contract was executed prior to the loss which generated such right of recovery. T. Additional Insured - By Contract, Agreement Or Permit Under SECTION II - LIABILITY COVERAGE, the following is added to Who Is An Insured: Any person or organization with whom you have entered into a written contract, agreement or permit requiring you to provide insurance such as is afforded by this Business Auto Coverage Form is an "insured" for Liability Coverage, but only to the extent that such person or organization qualifies as an "insured" under the Who Is An Insured Provision. U. Rental Reimbursement 1. We will reimburse you for reasonable costs you incur for the rental of a substitute "auto" that temporarily replaces a covered "auto" described in the Declarations while such "auto" is being repaired due to a "loss" covered under Comprehensive Coverage, Specified Cause of Loss Coverage or Collision Coverage. 2. We will pay the lesser of: a. The amount of actual and necessary rental costs that you incur; or b. A maximum of $5,000 for each "loss." 3. The Deductible provision does not apply to this coverage. 8-E-2419 Ed. 04-2017 Page 3 of 3 COMMERCIAL GENERAL LIABILITY CG 20 01 04 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIMARY AND NONCONTRIBUTORY - OTHER INSURANCE CONDITION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART The following is added to the Other Insurance Condition and supersedes any provision to the contrary: Primary And Noncontributory Insurance This insurance is primary to and will not seek contribution from any other insurance available to an additional insured under your policy provided that: (1) The additional insured is a Named Insured under such other insurance; and (2) You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to the additional insured. CG 20 01 04 13 © Insurance Services Office, Inc., 2012 Page 1 of 1 POLICY NUMBER: 5500216 COMMERCIAL GENERAL LIABILITY CG 20 37 04 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Orcianization(s) STARLIGHT HOMES TEXAS, LLC 3820 MANSELL ROAD, SUITE 400, ALPHARETTA, GA 30022 Location And Description Of Completed Operations Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A. Section II — Who is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury" or "property damage" caused, in whole or in part, by "your work" at the location designated and described in the Schedule of this endorsement performed for that additional insured and included in the "products -completed operations hazard". However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. B. VVth respect to the insurance afforded to these additional insureds, the following is added to Section III — Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; or 2. Available under the applicable Limits of Insurance shown in the Declarations; whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. CG 20 37 04 13 0 Insurance Services Office, Inc., 2012 Page 1 of 1 COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CONTRACTORS LIABILITY EXTENSION PLUS ENDORSEMENT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE FORM 1. The following is added to the Coverages section: YOUR WORK COVERAGE a. Insuring Agreement (1) We will reimburse you for "property damage" claims directly arising from "your work" for a "client". The amount of such reimbursement is limited as described in the Limits Of Insurance section. No other obligation or liability to pay sums or perform acts or services is covered. (2) This insurance applies only if: (a) "Your work" was performed by you or an "employee" and was done with the express knowledge of the insured; (b) "Your work" was performed during the policy period; (c) You reasonably determine that payment in the amount of the "property damage" to the "client' for "your work" is necessary; and (d) You have received a notarized notification of a demand for remuneration from the "client' by mail within ninety days after the work was performed. (3) We shall have no duty nor obligation to defend the insured or perform acts or services. b. Exclusions This insurance does not apply to: (1) Owned Property "Your work" performed at any location owned by, rented or leased to the insured. (2) Subcontracted Work Work performed by a subcontractor. (3) Bodily Injury And Property Damage Liability Exclusions Property damage excluded under Bodily Injury And Property Damage Liability in the Coverages section. c. The following is added to the Limits Of Insurance section: The most we will reimburse you for the sum of all damages covered under Your Work Coverage is $10,000 in any one occurrence and $20,000 in any annual period starting with the beginning of the policy period in the Declarations. d. The following conditions replace the Duties In The Event Of Occurrence, Offense, Claim Or Suit Condition under the Commercial General Liability Conditions for Your Work Coverage only: DUTIES IN THE EVENT OF A CLAIM (1) You must notify us as soon as possible of the notification from your "client' of a demand for remuneration for "property damage" resulting from "your work". The notice should include: (a) A notarized letter from the "client' of the work deemed necessary to be changed; (b) The names and addresses of the affected "clients"; (c) A written description by you of how, when and where the event occurred; and (d) A cancelled check or money order written to the "client'. (2) At our request, give us complete inventories of the damage and undamaged property. Include quantities, costs, values and amount of the loss claimed. (3) Cooperate with us in the review of the reimbursement. 8-E-3799(TX) Ed. 02-2012 Includes copyrighted material of Insurance Services Office, Inc., Page 1 of 9 with its permission. Copyright, Utica Mutual Insurance Company, 2012. e. The following definition is added: "Client" means an individual, company, or organization with whom you have a written contract or work order for your services for a described premises and have billed for your services. INCIDENTAL MALPRACTICE a. The definition of "bodily injury" in SECTION V - DEFINITIONS is amended to include injury arising out of rendering or failing to render medical or paramedical services to persons by any physician, dentist, nurse, emergency medical technician or paramedic who is employed by you to provide such services. b. Paragraph 2.a.(1)(d) of SECTION II - WHO IS AN INSURED does not apply to nurses, emergency medical technicians or paramedics described in paragraph a. above. c. Part (1) of the Employers Liability exclusion under Paragraph 2. Exclusions, of SECTION - I COVERAGE A does not apply to injury to the emotions or reputation of a person arising out of such services. This Incidental Malpractice Coverage does not apply if you are engaged in the business or profession of providing services described in paragraph a. above. 3. EXTENDED PROPERTY DAMAGE Under Paragraph 2. Exclusions of SECTION - I COVERAGE A, the Expected Or Intended Injury exclusion is replaced by the following: Expected Or Intended Injury "Bodily injury" or "property damage" expected or intended from the standpoint of the insured. This exclusion does not apply to "bodily injury" or "property damage" resulting from the use of reasonable force to protect persons or property. 4. NONOWNED AIRCRAFT AND WATERCRAFT Under Paragraph 2. Exclusions of SECTION - I COVERAGE A, the Aircraft, Auto or Watercraft is replaced by the following: Aircraft, Auto or Watercraft "Bodily injury" or "property damage" arising out of the ownership, maintenance, use or entrustment to others of any aircraft, "auto" or watercraft owned or operated by or rented or loaned to any insured. Use includes operation and 'loading or unloading." This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the 'occurrence" which caused the "bodily injury" or "property damage" involved the ownership, maintenance, use or entrustment to others of any aircraft, "auto" or watercraft that is owned or operated by or rented or loaned to any insured. This exclusion does not apply to: (1) An aircraft that is: (a) Hired, chartered or loaned to an insured with a paid crew; and (b) Not owned by an insured; (2) A watercraft while ashore on premises you own or rent; (3) A watercraft you do not own that is: (a) Less than 51 feet long; and (b) Not being used to carry persons or property for a charge; Exceptions (1) and (3) to this exclusion g. do not apply, and exclusion g. is fully applicable, to any aircraft or watercraft to which any other insurance covering "bodily injury" or "property damage" is available to the insured. This is so whether the other insurance applies on a primary, excess, contingent or any other basis. (4) Parking an "auto" on, or on the ways next to, premises you own or rent, provided the "auto" is not owned by or rented or loaned to you or the insured; (5) Liability assumed under any "insured contract' for the ownership, maintenance or use of aircraft or watercraft; or (6) "Bodily injury" or "property damage" arising out of: (a) The operation of machinery or equipment that is attached to, or part of, a land vehicle that would qualify under the definition of "mobile equipment' if it were not subject to a compulsory or financial responsibility law or other motor vehicle insurance law in the state where it is licensed or principally garaged; or (b) The operation of any of the machinery or equipment listed in Paragraph f.(2) or f.(3) of the definition of "mobile equipment'. PROPERTY DAMAGE LIABILITY - ELEVATORS, BORROWED EQUIPMENT and LIMITED COVERAGE FOR DAMAGE TO PERSONAL PROPERTY IN YOUR CARE, CUSTODY OR CONTROL a. Under Paragraph 2. Exclusions of SECTION - I COVERAGE A, part (4) of the Damage To Property exclusion applies as follows: (1) This exclusion always applies to "property damage" to property of others which occurs at premises you own, rent or control. (2) With respect to "property damage" to personal property of others which occurs away from premises you own, rent or control, this exclusion will apply only when the "property damage" is: Page 2 of 9 8-E-3799(TX) Ed. 02-2012 (a) To property which you have contracted to install; (b) The direct result of the property being raised, lowered or otherwise moved by a crane; (c) To "mobile equipment' or an "auto"; (d) To that particular part of property which you are attempting to service or repair; or (e) Covered by other insurance which will pay for the "property damage." (3) This exclusion does not apply to "property damage" to borrowed equipment while not being used to perform operations at the job site. b. Parts (3), (4) and (6) of the Damage To Property exclusion do not apply to the use of elevators. c. The insurance afforded by this section is excess over any valid and collectible property insurance (including any deductible portion thereof) available to the insured whether primary, excess, contingent or on any other basis, and the OTHER INSURANCE condition is deemed changed accordingly. CONTRACTUAL PERSONAL AND ADVERTISING INJURY Under Paragraph 2. Exclusions of SECTION - COVERAGE B, the Contractual Liability exclusion is deleted. However, the coverage provided by this section will not apply if COVERAGE B PERSONAL AND ADVERTISING INJURY LIABILITY is excluded by any of the exclusions or other provisions of the Coverage Form or by any endorsement. FIRE, LIGHTNING, EXPLOSION OR WATER DAMAGE a. The last paragraph of SECTION I - COVERAGE A (after the exclusions) is replaced by the following: Exclusions c. through n. do not apply to damage by fire, lightning, explosion or water to premises rented to you or temporarily occupied by you with permission of the owner. A separate limit of insurance applies to this coverage as described in SECTION III - LIMITS OF INSURANCE. b. Paragraph 6. of Section III - Limits Of Insurance is replaced by the following: 6. Subject to 5. above, the greater of: (1) $500,000; or (2) The Damage To Premises Rented To You Limit shown in the Declarations; is the most we will pay under Coverage A for damages because of "property damage" to any one premises, while rented to you, or in the case of damage by fire, lightning, explosion or water, while rented to you, or temporarily occupied by you with permission of the owner. The Damage To Premises Rented To You Limit applies to all loss or damage caused by or resulting from fire, lightning, explosion or water; or any combination of these causes c. Under SECTION IV - COMMERCIAL GENERAL LIABILITY CONDITIONS, part b. (1)(b) of Other Insurance is replaced by the following: (b) That is Fire and Extended Coverage insurance for premises rented to you or temporarily occupied by you with permission of the owner; SUPPLEMENTARY PAYMENTS Under SUPPLEMENTARY PAYMENTS - COVERAGES A AND B: a. The most we will pay for the cost of bail bonds required because of accidents or traffic law violations arising out of the use of any vehicle to which the Bodily Injury Liability Coverage applies is increased by $2,250. b. The most we will pay for actual loss of earnings because of time off from work is increased by $250. NEWLY FORMED OR ACQUIRED ORGANIZATIONS Paragraph 3. under SECTION II - WHO IS AN INSURED, is replaced by the following: 3. Any organization you newly acquire or form; other than a partnership, joint venture or limited liability company; and over which you maintain ownership or majority interest, will qualify as a Named Insured if there is no other similar insurance available to that organization. However: a. Coverage under this provision is afforded only until the 180th day after you acquire or form the organization or the end of the policy period, whichever is earlier; and b. Coverage under this provision does not apply to: (1) "Bodily injury" or "property damage" that occurred; or (2) "Personal and advertising injury" arising out of an offense committed; before you acquired or formed the organization. 8-E-3799(TX) Ed. 02-2012 Page 3 of 9 10. SUBSIDIARIES (2) Such insurance as is provided by The following is added under SECTION II - paragraph a.(1) for any additional WHO IS AN INSURED: insured will be primary, if so required by a. Any organization, not shown in the the written contract, agreement or Declarations as a Named Insured, which is permit. Any other insurance available to a legally incorporated entity, if you own such person or organization shall be more than 50% of the outstanding securities excess over this insurance. representing the present right to vote for the (3) A person's or organization's status as election of its directors; or an additional insured in connection with b. Any organization, not shown in the a written contract, agreement or permit Declarations as a Named Insured, which is under paragraphs a.(1), (2) and (3) a legally incorporated entity, if more than ends when your operations for that 50% of the outstanding securities additional insured are completed or the representing the present right to vote for the written contract, agreement or permit is election of its directors is owned by an terminated or expires. organization described in paragraph a. b. Additional Exclusions or Limitations above; is also an insured. (1) Lessor of Leased Equipment The insurance afforded under paragraphs a. If an equipment lessor is an additional and b. above applies only if no other insured as a result of the provisions of insurance of any kind is available to such paragraphs a.(1), (2) and (3) above, the entity for this kind of liability. following additional exclusion applies: 11. ADDITIONAL INSUREDS - BY CONTRACT, This insurance does not apply to "bodily "property AGREEMENT OR PERMIT - INCLUDING injury" or damage" arising out LESSOR OF LEASED EQUIPMENT, OWNER of the sole negligence of such OF LEASED LAND, MANAGERS OR additional insured. LESSORS OF PREMISES, ENGINEERS, (2) Owner of Leased Land ARCHITECTS AND SURVEYORS AND If an owner or other interest from whom VENDORS land has been leased is an additional The following is added to SECTION II - WHO IS insured as a result of the provisions of AN INSURED: paragraphs a.(1), (2) and (3) above, the following additional exclusions apply: a. Additional Insureds - By Contract, This insurance does not apply to: Agreement or Permit (a) Any "occurrence" that takes place (1) Any person or organization with whom after you cease to lease that land; you have entered into a written or contract, agreement or permit requiring (b) Structural alterations, new you to provide insurance such as is construction or demolition afforded by this Commercial General operations performed by or for the Liability Coverage Form will be an owner or other interest from whom additional insured, but only: the land was leased. (a) To the extent that such additional (3) Managers or Lessors of Premises insured is held liable for acts or If a manager or lessor of premises you omissions committed by you or your rent or lease is an additional insured as subcontractors during the a result of the provisions of paragraphs performance of your ongoing a.(1), (2) and (3) above, the following operations for the additional additional exclusions apply: pp y� insured. This insurance does not apply to: (b) With respect to property owned or (a) Any "occurrence" that takes place used by, or rented or leased to, after you cease to be a tenant in you. those premises; or The insurance afforded any additional (b) Structural alterations, new insured under this paragraph a.(1) will construction or demolition operations be subject to all applicable exclusions performed by or for the manager or or limitations described in paragraphs lessor of those premises. b.(1), (2), (3) (5) and (6) and in c.(1), (2), (3), (4), (5) and (6) below. Page 4 of 9 8-E-3799(TX) Ed. 02-2012 (4) Engineers, Architects or Surveyors (v) Any failure to make such If an engineer, architect or surveyor is inspections, adjustments, tests an additional insured as a result of the or servicing as the vendor has provisions of paragraphs a.(1), (2) and agreed to make or normally (3) above, the following additional undertakes to make in the usual exclusions apply: course of business, in This insurance does not apply to "bodily connection with the distribution injury," "property damage," "personal or sale of the products; and advertising injury" arising out of the (vi) Demonstration, installation, rendering or failing to render any servicing or repair operations, professional services by or for you, except such operations including: performed at the vendor's (a) The preparing, approving, or failing premises in connection with the to approve, maps, shop drawings, sale of the product; or opinions, reports, surveys, field (vii) Products which, after orders, change orders or drawings distribution or sale by you, have and specifications; or been labeled or relabeled or (b) Giving directions or instructions, or used as a container, part or failing to give them, if that is the ingredient of any other thing or primary cause of injury. substance by or for the vendor. (5) Vendors of "Your Products" (b) This insurance afforded the vendor If a vendor of "your products" is an does not apply to any person or additional insured under this Coverage organization from whom you have Part, such insurance as is provided to acquired such products, or any the additional insured applies only with ingredient, part or container respect to "bodily injury" or "property entering into, accompanying or damage" arising out of "your products" containing such products. which are distributed or sold in the No insurance will be provided under this regular course of the vendor's business Vendors coverage if "bodily injury" or and subject to the following additional "property damage" under the "products - exclusions: completed operations hazard" is (a) This insurance afforded the vendor excluded by any of the exclusions or does not apply to: other provisions of this Coverage Form or by any endorsement. (i) "Bodily injury" or "property (6) State or Governmental Agency or damage" for which the vendor Subdivision or Political Subdivision is obligated to pay damages by If the state or governmental agency or reason of the assumption of subdivision or political subdivision is an liability in a contract or additional insured as a result of the agreement. This exclusion does provisions of paragraphs a.(1), (2) and not apply liability that the (3) above, the following additional vendor would have in the exclusions apply: absence of the contract or This insurance does not apply to: agreement; (ii) Any express warranty (a) "Bodily injury", "property damage" "personal unauthorized by you; or and advertising injury" arising out of operations performed (iii) Any physical or chemical for the federal government, state or change in the product made municipality; or intentionally by the vendor; (b) "Bodily injury" or "property damage" (iv) Repackaging, unless unpacked included within the "products - solely for the purpose of completed operations hazard". inspection, demonstration, testing or the substitution of parts under instructions from the manufacturer, and then repackaged in the original container; 8-E-3799(TX) Ed. 02-2012 Page 5 of 9 c. Such insurance as is afforded for any additional insured under paragraph a. or b. above is subject to all applicable exclusions of 2. Exclusions, COVERAGE A (Section 1), other than exclusion b. Contractual Liability, to all exclusions or limitations stated with the coverage language, and to the following additional exclusions: This insurance does not apply to: (1) The independent acts or omissions of such additional insured. (2) Any liability arising from injury or damage in connection with a contract or agreement executed or permit issued subsequent to: (a) The occurrence of any "bodily injury" or "property damage"; or (b) The commission of any offense which caused "personal and advertising injury." (3) Construction or demolition activities within 50 feet of any railroad property and affecting any railroad bridge or trestle, track, road -bed, tunnel, underpass or crossing. (4) Any liability arising from injury or damage in connection with a permit issued by a state or political subdivision if the liability is from operations performed for the state or political subdivision. (5) Any liability from "bodily injury" or "property damage" arising out of "your work" which is included in the "products -completed operations hazard." This additional exclusion c.(5) does not apply with respect to such Vendors coverage as is provided under b.(5) above. (6) Any person or organization included as an insured under any other provision of Section II - Who Is An Insured or included as an additional insured by any endorsement to this policy. 12. INSUREDS - NONOWNED WATERCRAFT The following is added to SECTION II - WHO IS AN INSURED: With respect to any watercraft you do not own that is: a. Less than 51 feet long; and b. Not being used to carry persons or property for a charge; any person who uses or is responsible for the use of such watercraft, with your express or implied consent, is an insured. Any other person or organization responsible for the conduct of such person is also an insured, but only with respect to liability arising out of the operation or use of the watercraft, and only if no other insurance of any kind is available to that person or organization for this liability. However, no person or organization is an insured with respect to: (1) "Bodily injury" to a co -"employee" of the person operating or using the watercraft; or (2) "Property damage" to property owned by, rented to, in the charge of or occupied by you or the employer of any person who is an insured under this provision. 13. MEDICAL PAYMENTS Paragraph 7. of SECTION III - LIMITS OF INSURANCE is replaced by the following: 7. Subject to 5. above, the most we will pay under Coverage C for all medical expenses because of "bodily injury" sustained by any one person is the Medical Expense Limit which is the greater of: a. $15,000; or b. The Medical Expense Limit shown in the Declarations. 14. PER LOCATION GENERAL AGGREGATE LIMIT The General Aggregate Limit under Limits Of Insurance (Section III) applies separately to each of your "locations" owned by or rented to you. "Location" means premises involving the same or connecting lots, or premises whose connection is interrupted only by a street, roadway, waterway or right-of-way of a railroad. 15. PRIORITY CONDITION The following paragraph is added to SECTION III - LIMITS OF INSURANCE: In the event a claim or "suit' is brought against more than one insured, due to "bodily injury" or "property damage" from the same 'occurrence", or "personal and advertising injury" from the same offense, the Limits of Insurance will apply in the following order: a. You; b. Your "executive officers", directors, stockholders or "employees", and c. Any other insureds in any order that we choose. 16. DUTIES IN THE EVENT OF OCCURRENCE, OFFENSE, CLAIM OR SUIT Under SECTION IV - COMMERCIAL LIABILITY CONDITIONS, DUTIES IN THE EVENT OF OCCURRENCE, OFFENSE, CLAIM OR SUIT is replaced by the following: Page 6 of 9 8-E-3799(TX) Ed. 02-2012 Duties In The Event Of Occurrence, Offense, Claim Or Suit a. You must see to it that we are notified as soon as practicable of an "occurrence" or an offense which may result in a claim. To the extent possible, notice should include: (1) How, when and where the "occurrence" or offense took place; (2) The names and addresses of any injured persons and witnesses; and (3) The nature and location of any injury or damage arising out of the "occurrence" or offense. This paragraph a. applies only if one of the following knows of the "occurrence" or offense: (1) You; (2) A partner or member, if you are a partnership or joint venture; (3) A member or manager, if you are a limited liability company; or (4) An "executive officer" or insurance manager, if you are an organization other than a partnership, joint venture or limited liability company. b. If a claim is made or "suit" is brought against any insured, you must: (1) Immediately record the specifics of the claim or "suit" and the date received; and (2) Notify us as soon as practicable. You must see to it that we receive written notice of the claim or "suit" as soon as practicable. This paragraph b. will be considered to have been violated only if the violation occurs after the claim or "suit" is known to: (1) You; (2) A partner or member, if you are a partnership or joint venture; (3) A member or manager, if you are a limited liability company; or (4) An "executive officer" or insurance manager, if you are an organization other than a partnership, joint venture or limited liability company. c. You and any other involved insured must: (1) Immediately send us copies of any demands, notices, summonses or legal papers received in connection with the claim or "suit"; (2) Authorize us to obtain records and other information; (3) Cooperate with us in the investigation, or settlement of the claim or defense against the "suit"; and (4) Assist us, upon our request, in the enforcement of any right against any person or organization that may be liable to the insured because of injury or damage to which this insurance may also apply. d. No insured will, except at that insured's own cost, voluntarily make a payment, assume any obligation, or incur any expense, other than for first aid, without our consent. 17. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US Under SECTION IV - COMMERCIAL GENERAL LIABILITY CONDITIONS, the following replaces Transfer Of Rights Of Recovery Against Others To Us: If the insured has rights to recover all or part of any payment we have made under this policy, those rights are transferred to us. The insured must do nothing after loss to impair them. At our request, the insured will bring "suit" or transfer those rights to us and help us enforce them. We waive any right of recovery we may have under such a transfer of rights against any person or organization holding a waiver under a written contract with the insured if such contract was executed prior to the loss which generated such right of recovery. 18. NOTICE TO COMPANY The following is added to SECTION IV - COMMERCIAL GENERAL LIABILITY CONDITIONS: Notice To Company If the insured reports an "occurrence" or offense to its Workers Compensation insurer and such "occurrence" or offense later becomes a claim under this Coverage Part, failure to report such "occurrence" or offense to us at the time of the "occurrence" or offense will not be considered a violation of the Duties in the Event of Occurrence, Offense, Claim or Suit Condition, only if: a. Such failure or omission is not intentional; and b. You notify us as soon as practicable when you become aware that the "occurrence" or offense has become a liability claim. 8-E-3799(TX) Ed. 02-2012 Page 7 of 9 19. UNINTENTIONAL FAILURE TO DISCLOSE 22. PERSONAL AND ADVERTISING INJURY HAZARDS LIABILITY EXTENSION The following is added to SECTION IV - Under the Definitions Section, "personal and COMMERCIAL GENERAL LIABILITY advertising injury" is replaced by the following: CONDITIONS: "Personal and advertising injury" means injury Unintentional Failure To Disclose Hazards including mental anguish, shock or humiliation other than "bodily injury" arising out of one or Failure of the insured to disclose all hazards more of the following offenses: existing as of the inception date of the policy 1. False arrest, detention or imprisonment; shall not prejudice the rights of the insured as 2. Malicious prosecution or abuse of process; respects the insurance afforded by this policy if 3. Wrongful entry into, or eviction of a person such failure or omission is not intentional. from, a room, dwelling or premises that the 20. COVERAGE TERRITORY person occupies; Under the Definitions Section, "coverage 4. Oral or written publication, in any manner, territory" is replaced by the following: of material that slanders or libels a person "Coverage territory" means: or organization or disparages a person's or a. The United State of America (including its organization's goods, products or services; territories and possessions), Puerto Rico 5. Oral or written publication, in any manner, and Canada; of material that violates a person's right of b. International waters or airspace, provided privacy; 6. The use of another's advertising idea in the injury or damage does not occur in the your "advertisement"; course of travel or transportation to or from 7. Infringing upon another's copyright, trade any place not included in a. above; or dress or slogan in your "advertisement"; or c. All other parts of the world if: 8. Discrimination. 1) The injury or damage arises out of: As used in this form, discrimination means a) Goods or products made or sold by the act of differentiation based on age, race, you in the territory described in a. color, sex, religion, national origin, physical above; handicap or sexual preference which b) The activities of a person whose violates any applicable federal, state or home is in the territory described in local statute which pertains to a. above, but is away for a short discrimination. time on your business; or But discrimination does not include acts of c) "Personal and advertising injury" differentiation that cause injury to: offenses that take place through the a. A person arising out of any: Internet or similar electronic means (1) Refusal to employ that person; of communication; and (2) Termination of that person's 2) The insured's responsibility to pay employment; or damages is determined in a "suit" on (3) Employment -related practices, the merits, in: policies, acts or omissions, such as a) The territory described in a. above; coercion, demotion, evaluation, b) The Commonwealth of the reassignment, discipline, Bahamas, Bermuda, Cayman defamation, harassment, humiliation Islands, and British Virgin Islands; or discrimination directed at that or in a settlement we agree to. person; or 21. BODILY INJURY DEFINITION b. The spouse, child, parent, brother or Under the Definitions Section, "bodily injury" is sister of that person as a consequence replaced by the following: of "bodily injury" to that person at whom "Bodily injury" means: any of the employment -related a. Bodily injury, sickness or disease sustained practices described in paragraphs (1), by a person, including death resulting from (2) or (3) above as directed. any of these at any time; or b. Shock, mental anguish or mental injury, Paragraphs a. and b. above apply: including death resulting therefrom, to a (1) Whether the "insured" may be liable person who sustained bodily injury, as an employer or in any other sickness or disease, provided the shock, capacity; and mental anguish or mental injury is a (2) To any obligation to share damages consequence of the bodily injury, sickness with or repay someone else who or disease. must pay damages because of the injury. Page 8 of 9 8-E-3799(TX) Ed. 02-2012 23. IMPAIRED PROPERTY a. Under the Definitions Section, the definition of "impaired property" does not apply. b. Exclusions m. and n. under SECTION I - COVERAGE A are replaced by the following: m. Loss Of Use Of Tangible Property Loss of use of tangible property which has not been physically injured or destroyed, resulting from: (1) A delay in or lack of performance by you or anyone on your behalf of any contract or agreement; or (2) The failure of 'your product' or "your work" to meet the level of performance, quality, fitness or durability warranted or represented by or on your behalf. This exclusion does not apply to loss of use of other tangible property resulting from the sudden or accidental physical injury to or destruction of: (1) "Your product'; or (2) "Your work"; after such product or work has been put to its intended use. n. Recall Of Products, Work Or Other Property Damage claimed for any loss, cost or expense incurred by you or others for the loss of use, withdrawal, recall, inspection, repair, replacement, adjustment, removal or disposal of: (1) "Your product'; (2) "Your work"; or (3) Any property of which "your product' or 'your work" forms a part; if such product, work, or property is withdrawn or recalled from the market or from use by any person or organization because of a known or suspected defect, deficiency, inadequacy or dangerous condition in it. 24. LIBERALIZATION If we adopt any revision that would broaden the coverage under this Coverage Part without additional premium within 45 days prior to or during the policy period, the broadened coverage will immediately apply to this Coverage Part. 25. LIMITED PRODUCT WITHDRAWAL EXPENSE The Limited Product Withdrawal Expense Endorsement is added, subject to the following: Unless higher amounts are shown in the Schedule of the Limited Product Withdrawal Expense Endorsement: a. A $10,000 Aggregate Limit of Insurance; b. A $500 Deductible Amount Per Product Withdrawal; and c. A 0% Participation Percentage Per Product Withdrawal; applies to this coverage. 26. ELECTRONIC DATA LIABILITY The Electronic Data Liability endorsement is added subject to the following: Unless a higher limit is shown in the Schedule of the Electronic Data Liability Endorsement, $10,000 applies to the coverage provided by this endorsement. 8-E-3799(TX) Ed. 02-2012 Page 9 of 9 t ---1 X 1 utua WORKERS' COMPENSATION INSURANCE WORKERS' COMPENSATION AND WC 42 03 04 B EMPLOYERS LIABILITY POLICY Insured copy TEXAS WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in item 3.A. of the Information Page. We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule, but this waiver applies only with respect to bodily injury arising out of the operations described in the schedule where you are required by a written contract to obtain this waiver from us. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. The premium for this endorsement is shown in the Schedule. Schedule 1. ( ) Specific Waiver Name of person or organization (X) Blanket Waiver Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver. 2. Operations: ALL TEXAS OPERATIONS 3. Premium: The premium charge for this endorsement shall be 2.00 percent of the premium developed on payroll in connection with work performed for the above person(s) or organization(s) arising out of the operations described. 4. Advance Premium: Included, see Information Page This endorsement changes the policy to which it is attached effective on the inception date of the policy unless a different date is indicated below. (The following "attaching clause" need be completed only when this endorsement is issued subsequent to preparation of the policy.) This endorsement, effective on 9/13/22 at 12:01 a.m. standard time, forms a part of: Policy no. 0001312476 of Texas Mutual Insurance Company effective on 9/13/22 Issued to: C&S UTILITY CONTRACTORS INC NCCI Carrier Code: 29939 This is not a bill Authorized representative 1 of 1 PO Box 12058, Austin, TX 78711-2058 texasmutual.com 1 (800) 859-5995 1 Fax (800) 359-0650 8/30/22 WC 42 03 04 B DATE (MM/DD/YYYY) A� " CERTIFICATE OF LIABILITY INSURANCE 6/12/2024 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 (CONTACT Swingle, Collins & Associates I PHONE FAX 13760 Noel Road, Suite 600 (A/C. No. Ext): 972 387-3000 (A/C, No): 972-387-3808 Dallas TX 75240 I ADDRESS: services?Pswinglecolllns.com INSURER(S) AFFORDING COVERAGE NAIC # INSURERA: Republic Franklin Insurance Company 12475 INSURED C&SUTIL-01 C&S Utility Contractors Inc. INSURER B : Texas Mutual Insurance CO 22945 6705 Highway 287 I INSURER C : Utica Lloyd's of Texas 10990 Arlington TX 76001 I INSURERD: INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER: 1103474152 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR INSD WVD POLICY NUMBER (MM/DD/YYYY) (MM/DD/YYYY) A X COMMERCIAL GENERAL LIABILITY Y Y 5500216 2/20/2024 2/20/2025 EACH OCCURRENCE $ 1 000 000 CLAIMS -MADE � OCCUR GEN'L AGGREGATE LIMIT APPLIES PER: POLICY ❑ PRO- JECT ❑ LOC OTHER: C AUTOMOBILE LIABILITY Y Y 5500213 X ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS X HIRED X NON -OWNED AUTOS ONLY AUTOS ONLY A X UMBRELLA LIAB OCCUR Y Y 5507415 HCLAIMS-MADE EXCESS LIAB DED I I RETENTION $ B WORKERS COMPENSATION Y 0001312476 AND EMPLOYERS' LIABILITY Y / N ANYPROPRI ETOR/PARTNER/EXECUTIV 1- OFFICER/MEMBER EXCLUDED? ❑ N/A (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below A Contractors Equipment 5500216 A Scheduled Equipment 5500216 Leased/Rented Equipment DAMAGE TO RENTED PREMISES (Ea occurrence) $ 100,000 MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 PRODUCTS - COMP/OP AGG $ 2,000,000 2/20/2024 2/20/2025 COMBINED SINGLE LIMIT $ 1,000,000 (Ea accident) BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE $ (Per accident) 2/20/2024 2/20/2025 EACH OCCURRENCE $ 3,000,000 AGGREGATE $ 3,000,000 PER 2/20/2024 2/20/2025 X I STATUTE ERH E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 2/20/2024 2/20/2025 Blanket Limit 100,000 2/20/2024 2/20/2025 Scheduled Limit 1,077,952 Limit $100, 000 DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) RE: Azalea Avenue Townhomes — COFW Project No. 104341. CERTIFICATE HOLDERS INCLUDE: The City of Fort Worth, its officers, employees and servants are included as Additional Insured as respects General & Auto Liability as required by written contract. The General Liability policy contains a special provision with Primary & Non -Contributory wording as required by written contract. Waiver of Subrogation applies as respects General & Auto Liability as required by written contract. 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 ACCORDANCE WITH THE POLICY PROVISIONS. City of Fort Worth 200 Texas Street AUTHORIZED REPRESENTATIVE Fort Worth TX 76102 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD 006219-1 DAP - MAINTENANCE BOND Page 1 of 3 1 SECTION 00 62 19 2 DAP - MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we C & S Utility Contractors, Inc, known as "Principal" herein and 8 SureTec Insurance , a corporate surety (sureties, if more than 9 one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one 10 or more), are held and firmly bound unto the Developer, West River Homes Building, LLC, 11 authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas municipal 12 corporation ("City"), in the sum of ONE HUNDRED ELEVEN THOUSAND FIVE HUNDRED 13 FIFTY SIX DOLLARS ($117,556.00), lawful money of the United States, to be paid in Fort 14 Worth, Tarrant County, Texas, for payment of which sum well and truly be made jointly unto the 15 Developer and the City as dual obligees and their successors, we bind ourselves, our heirs, 16 executors, administrators, successors and assigns, jointly and severally, firmly by these presents. 17 18 WHEREAS, Developer and City have entered into an Agreement for the construction of 19 community facilities in the City of Fort Worth by and through a Community Facilities 20 Agreement, CFA Number CFA23-0055;and 21 WHEREAS, the Principal has entered into a certain written contract with the Developer 22 awarded the 20th day of October , 20 23 , which Contract is 23 hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all 24 materials, equipment labor and other accessories as defined by law, in the prosecution of the 25 Work, including any Work resulting from a duly authorized Change Order (collectively herein, 26 the "Work") as provided for in said Contract and designated as Azalea Avenue Townhomes and 27 28 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 29 accordance with the plans, specifications and Contract Documents that the Work is and will 30 remain free from defects in materials or workmanship for and during the period of two (2) years 31 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and 32 CITY OF FORT WORTH AZALEA AVENUE TOWNHOMES STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN:104341 Revised January 31, 2012 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 0062 19 - 2 DAP - 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 AZALEA AVENUE TCWNHOMES STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROTECTS CPN:I U4341 Revised January 31, 2012 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 006219-3 DAP - 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 20th day of October . 2021 PRINCIPAL: C & S Utility Contractors. Inc ATTEST: (Principal) Secretary Witne as t rincipal B ITA A BURNHAM otary Public, State of Texas atary lM l 3077-1 yam �n kes Q 7 AT ES • / BY: , Signature Charles Saylors, President Name and Title Address: 6705 HWY 287 Arlin -ton. TX 76001 SURETY: Sure Tec Insurance Company BY: Signature [/ Lawrence M Wesson Jr - Attorney in Fact Name and Title {Sur )Se�� Address: a760 Noel�ad, Suite 6D0 e rlall T- 7-5M Witness as to Surety Telephone Number:972.387.3000 *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 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 2012 AZALEA AVENUE TOWNHOMES CPN:104341 SureTec Insurance Company IMPORTANT NOTICE Statutory Complaint Notice/Filing of Claims To obtain information or make a complaint: You may call the Surety's toll free telephone number for information or to make a complaint or file a claim at; 1-866-732-0099. You may also write to the Surety at: SureTec Insurance Company 9500 Arboretum Blvd., Suite 400 Austin, TX 78759 You may contact the Texas Department of Insurance to obtain information on companies, coverage, rights or complaints at 1-800-252- 3439. You may write the Texas Department of Insurance at: PO Box 149104 Austin, TX 78714- 9104 Fax#:512-490-1007 Web: httr)://www.tdi.state.tx.us Email: ConsumerProtection@tdi.texas.gov PREMIUM OR CLAIMS DISPUTES: Should you have a dispute concerning your premium or about a claim, you should contact the Surety first. If the dispute is not resolved, you may contact the Texas Department of Insurance. SIC TX Rider TDI Required Notices rev 07_2022 Page I of 1 POA #: 4221060 SureTec Insurance Company LIMITED POWER OF ATTORNEY KnowA II Men by These Presents, That SURETEC INSURANCE COMPANY (the "Company"), a c o rpo ration duly organized and existiri g under the ]a ws ofthe State of Texas, and having its principa I office in Houston, Harris County, Texas, does by these presents make, constitute and appoint Frank Swingle, Warren Gravely, Jr., Matthew B. Elmore, Kirk D. Dreyer, John M. Huff, Stacey Healy, DeAnna Hansford Crombie, Lynsle DeCet, Lawrence Wesson, Jr., Katie Hunt, Crystal Carlson, Collin Brence, Sarah Swain its true and lawful Attorney -in -fact, with fullpower and authority hereby conferred in its name, place and stead, to execute, acknowledge and deliver anyandall bonds, recognizances, undertakings or other instruments or contracts of suretyship to include waivers to the conditions of contracts and consents of surety for, providing the bondpenalty does notexceed Five Million and 00/100 Dollars ($5,000,000.00) and to bindthe Company thereby as fully and to the same extenta s if such bond were signed by the President, sealedwith the corporate seal of the Company and dulyattestedbyitsSecretary,herebyratifyingandconfirmingallthatthesaidAttomey-in-Factmay do in the premises. Said appointment is made underandby authority of the followin g resolutions ofthe Board of Directors of the SureTec Insurance Company: Be it Resolved, that the President, any Vice-president, any Ass is tant Vice- President, any Secretary or any Assistant Secretary sh all be and is hereby vested with full power and authority to appoint any one or more suitable persons as Attorney(s)-in Fact to represent and act for and on behalf of the Company subject to the following provisions: Attorney -in -Fact may be given full power and authority for and in the name of and of behalf of the Company, to execute, acknowledge and deliver, any and all bonds, recognizances, contracts, agreements or indemnity and other conditional or obligatory undertakings and any and a I l notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such Attorney -in-Fact shall be binding upon the Company as if signed by the President and sealed and effected by the Corporate Secretary. Be it Resolved, that the signature of any authorized officer and seal of the Company heretofore or hereafter affixed to any power of attorney o r any certificate relating thereto by facsimile, and any power of attorney or certificate bearing facsimile signature or facsimile seal shall be valid and binding upon the Company with respectto any bond or undertakingto which it is attached. (Adoptedatameeting held on20'hofApril, 1999.) In Witness Whereof, SURETEC INSURANCE COMPANY has caused these presents to be signed by its President, andits corporate seal to be hereto affixed this 10th day of October , A.D. 2023 . SURETEC INSURANCE COMPANY �,}RANCF Michael C.Keimig,Presiden State of Texas ss: • County of Harris �* On this 10th day of October , A.D. 2023 before me personally came Michael C. Keimig, to me known, who, being by me duly sworn, did depose and say, that he resides in Houston, Texas, that h e is President o f SURETEC INSURANCE COMPANY, the company described in and which executed the above instrument; thathe knows the seal of said Company; thatthe seal affixed to said instrumentis such corporateseal; that it was so affixed by order of the Board of Directors of said Company; and that he signed his name thereto by like order. XENIA RIVAS Notary Public State of Texas Commission # 129117659 Commission Expires 9110124 . rr.r rwr►6.�4`.r'Y'wMM i•'1�. w'n wfww Xenia ,NataryPttblic My commissionexpiresseptember 10, 2024 1, M. Brent Beaty, Assistant Secretary of SURETEC INSURANCE COMPANY, do hereby certify that the above and foregoing is a true and correct copy ofa Power of Attorney, executed by said Company, which is still in full force and effect; and furthermore, theresolutions ofthe Board of Directors, set out in the Power of Attorney are in full force and effect. s t /r� I Given under myhand andtheseal of said Company at Houston, Texas this mil/ day of 0c _, 202 A.D. eB ntBeaty,AsststanSvcretary., Any instrument issued in excess ofthe penalty stated above is totally void and without any validity. 4221060 For verification ofthe authority of this power you may call (713) 8112-0800 any business day between 8:30 am and 5:00 pm CST. SureTec Insurance Company THIS BOND RIDER CONTAINS IMPORTANT COVERAGE INFORMATION Limitation on Bond Penalty Increase Notwithstanding any provision in the bonds or subcontract to the contrary, the penal sum of this Bond shall automatically be adjusted to reflect the additive or deductive amounts of all change orders issued to the Subcontract; provided, however, that Obligee shall notify Surety if an individual change order increases the Subcontract Price by more than 10%, and, if at any point the aggregate amount of all change orders increases the Subcontract Price by more than 35% of the Subcontract Price, the Surety's consent shall be required to increase the penal sum of this Bond in excess of 35% of the Subcontract Price, such consent not to be unreasonably withheld. The failure to provide the required notice shall not release Surety from its obligations to the extent of the bond penalty in force prior the change that required such notice. Texas Rider 010106 p0A #: 4221060 SureTec Insurance Company LIMITED POWER OF ATTORNEY Know All Men by These Presenti; That SUREfEC INSURANCE COMPANY (the "Company"), a c o rpo ration duly organized and existing under the laws ofthe State ofTexas, and having its principa I office in Houston, Harris County, Texas, does by these presents make, constitute andappoint Frank Swingle, Warren Gravely, Jr., Matthew B. Elmore, Kirk D. Dreyer, John M. Huff, Stacey Healy, DeAnna Hansford Crombie, Lynsie DeCet, Lawrence Wesson, Jr., Katie Hunt, Crystal Carlson, Collin Brence, Sarah Swain its true and lawful Attorney -in -tact, with fullpowerand authority hereby conferred in itsname,place andstead, to execute, acknowledge and deliver anyandallbonds, recogrdzances, undertakings or other instruments or contracts of suretyship to include waivers to the conditions of contracts and consents of surety for, providing the bond penalty does not exceed Five Million and 001100 Dollars ($5,000,000.00) and to bind the Company thereby as fully and to the same extent as if such bond were signed by the President, sealed with the corporate seal of the Company and duly attestedby its Secretary, hereby ratifying and confirming a It that the said Attorney -in -Fact may do in the premises. Saidappointmentismadeunderandbyauthorityofthefallowingresolutions of the Board of Directors of the SureTec Insurance Company: Be it Resolved, that the President, any Vice -President, any Assistant Vice -President, any Secretary or any Assistant Secretary shall be and is hereby vested with full power and authority to appoint anyone or more suitable persons as Attorney(s)-in Fact to represent and act for and on behalf of the Company subject to the following provisions: .4itorney-in-Fact may be given full power and authority for and in the name of and of behalf of the Company, to execute, acknowledge and detiver, any and all bonds, recognizances, contracts, agreements or indemnity and other conditional or obligatory undertakings and any and all notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such Attorney -in -Fact shall be bindingupon the Company as if signed by the President and sealed and effected by the Corporate Secretary. Be it Resolved, that the signature of any authorized officer and 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 signature or facsimiles Cal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached. (Adopted at a meeting held on 2 0'h o f Ap ri 1, 1999.) In Witness Whereof, SURETEC INSURANCE COMPANY has caused these presents to be signed by its President, and its corporate seal to be hereto affixed this 10th day of October , A.D. 2023. ., SURETEC INSURANCE COMPANY S\3ftAlUc By: Michael C. Keimig Presiders State ofTexas ss: County of Harris V .* On this 10th day of October , A.D. 2023 before me personally came Michael C. Keimig, to me known, who, being by me duly sworn, did depose and say, that he resides in Houston, Texas, that he is President of SURETEC INSURANCE COMPANY, the company described in and which executed the above instrument; that he knows the seal of said Company; that the seal affixed to said instrument is such corporate seal; that it was s o affixed by order of the Board of Directors of said Company; and that he signed his name thereto by like order. XENIA RiVAS =_ �= %tary Public State of Texas Commission # 129117659 Commission Expires 9110I24 . W... .�....r..dy....�I Xenia Is, No Lary Public My cot'mmission expires September 10, 2024 1, M. Brent Beaty, As s istaut Secretary of SURETEC INSURANCE COMPANY, do hereby certify that the above and forego ingis a true and correct copy of Power of Attorney, executed by said Company, which is still in full force and effect; and furthermore, the resolutions of the Board of Directors, s et out in the Power of Attorney are in full force and effect. 1 Given undermy hand and the seal of sa id C ompany a t Houston, Texas this [ L--' day of O&b�, 2024A.D. reniBeaty;AssistattSecretary- Any instrument issued in excess ofthe penalty stated above is totally void and without any validity. 4221060 For verification ofthe authority of this power you may tail (713) B12.0800 anybustness day between 8:30 am and 5:00 pin CST. SureTec insurance Company THIS BOND RIDER CONTAINS IMPORTANT COVERAGE INFORMATION Limitation on Bond Penalty Increase Notwithstanding any provision in the bonds or subcontract to the contrary, the penal sum of this Bond shall automatically be adjusted to reflect the additive or deductive amounts of all change orders issued to the Subcontract; provided, however, that Obligee shall notify Surety if an individual change order increases the Subcontract Price by more than 10%, and, if at any point the aggregate amount of all change orders increases the Subcontract Price by more than 35% of the Subcontract Price, the Surety's consent shall be required to increase the penal sum of this Bond in excess of 35% of the Subcontract Price, such consent not to be unreasonably withheld. The failure to provide the required notice shall not release Surety from its obligations to the extent of the bond penalty in force prior the change that required such notice. Texas Rider 010106 SureTec Insurance Company IMPORTANT NOTICE Statutory Complaint Notice/Filing of Claims To obtain information or make a complaint: You may call the Surety's toll free telephone number for information or to make a complaint or file a claim at: 1-866-732-0099. You may also write to the Surety at: SureTec Insurance Company 9500 Arboretum Blvd., Suite 400 Austin, TX 78759 You may contact the Texas Department of Insurance to obtain information on companies, coverage, rights or complaints at 1-800-252- 3439. You may write the Texas Department of Insurance at: PO Box 149104 Austin, TX 78714- 9104 Fax#:512-490-1007 Web: htto://www.tdi.state.tx.us Email: ConsumerProtection@tdi.texas.gov PREMIUM OR CLAIMS DISPUTES: Should you have a dispute concerning your premium or about a claim, you should contact the Surety first. If the dispute is not resolved, you may contact the Texas Department of Insurance. SIC TX Rider TDI Required Notices rev 07_2022 Page 1 of 1 POA #: 4221060 SureTec Insurance Company LIMITED POWER OF ATTORNEY Know All Men by These Presents, That SURETEC INSURANCE COMPANY (the "Company"), a c o rpo ration duly organized and existing under the laws of the StatcofTexas, and having its principal office in Houston, Harris County, Texas, does by these presents make, coxzstitute andappoint Frank Swingle, Warren Gravely, Jr., Matthew B. Elmore, Kirk D. Dreyer, John M. Huff, Stacey Healy, DeAnna Hansford Crombie, Lynsie DeCet, Lawrence Wesson, Jr., Katie Hunt, Crystal Carlson, Collin Brence, Sarah Swain its true and lawful Attorney -in -tact, with fuilpower and authority hereby conferred in its name, place and stead, to execute, acknowledge and deliver any and allbonds, recognizances, undertakings or other instruments or contractsofsuretyship to include waivers to the conditions of contracts and consents ofsurety for, providingthe bondpenalty does notexceed Five Million and 001100 Dollars ($5,000,000.00) and to bind the Company thereby as fully and to the same extent as if such bond were signed by the President, sealedwith the corporate sea I of the C ompany and duty attested by its Secretary, hereby ratifying and confirTnin g all that the said Attorney -in -Fact may do in the premises. Said appointment ism adeunderandbyauthority ofthe followingresolutions ofthe Board of Directors of the SureTec Insurance Company: Be it Resolved, that the President, any Vice -President, any Assistant Vice -President, any Secretary orany Assistant Secretary 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 an d o n behaifofthe Company subject to the following provisions: Attorney -in -Fact may be given full power and authority for and in the name of and of behalf of the Company, to execute, acknowledge and deliver, any and a[] bonds, recognizances, contracts, agreements or indemnity and other conditional or obligatory undertakings and any and all notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such Attorney -in -Fact shall be binding upon the Company as if signed by the President and sealed and effected by the Corporate Secretary. Be it Resolved, that the signature of any authorized officer and seal ofthe 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 fats imile signature or facsimile seal shall be valid and bindingupon the Company with respect to any bond orundertakingto which it is attached. (Adaptedata meeling held on 20`t' of April, 1999.) In Witness Whereof, SURETHC INSURANCE has caused these presents to be signed by its President, and its corporate seal to be hereto affixed this 10th day of October , A.D. 2023 . W SURETEC INSURANCE COMPANY 50RANC� �r .......... 4r r q •, By: w ut Michael C. Keimig, Presides State of Texas ss: . County of Harris _i On this 10th day of October , A.D_ 2023 before me personally came Michael C. Keimig, to me known, who, being by me duly sworn, did dep o s e and say, that he resides in Houston, Texas, thathe is President of SURETEC INSURANCE COMPANY, the company described in and which execute d the above instrument; thathe knows the sealof said Company; thatthe seal affixed to said instrument is such corporate seal; that it was so affixed by order ofthe Board of Directors of said Company; and that he signed his name thereto by like order. XENIA RIVAS Notary Public State of Texas :;•� fit;- Commission#129i1?659 CoMrhs8ioq Expires 9110/24 L4',, /�1.6�- Xenia ls, NutaryPublic My commission expires September 10, 2024 I, M. Brent Beaty, Ass istan t Secretary of SURETEC INSURANCE COMPANY, do hereby certify that the above and foregoing is a true and correct copy of Power of Attorney, executed by said Company, which is still in full force and effect; and furthermore, the resolutions of the Board of Directo rs , s et out in the Power of Attorney are in full force and effect. Given under myhand andthe seal of said Company at Houston, Texas this 20 day of CA�J�•-V N, L 0 `i rt ` M.7�' ?��ent 13eaiy, AssrstantSecretary Any instrument issued in excess ofthe penalty stated above is totally void and without any validity. 4221060 For verification ofthe authority of this power you may call (713) 812-0800 anybusiness day between 8:30 am and 5;00 pm CST. SureTec Insurance Company THIS BOND RIDER CONTAINS IMPORTANT COVERAGE INFORMATION Limitation on Bond Penalty Increase Notwithstanding any provision in the bonds or subcontract to the contrary, the penal sum of this Bond shall automatically be adjusted to reflect the additive or deductive amounts of all change orders issued to the Subcontract; provided, however, that Obligee shall notify Surety if an individual change order increases the Subcontract Price by more than 14%, and, if at any point the aggregate amount of all change orders increases the Subcontract Price by more than 35% of the Subcontract Price, the Surety's consent shall be required to increase the penal sum of this Bond in excess of 35% of the Subcontract Price, such consent not to be unreasonably withheld. The failure to provide the required notice shall not release Surety from its obligations to the extent of the bond penalty in force prior the change that required such notice. Texas Rider 010106 SureTec Insurance Company IMPORTANT NOTICE Statutory Complaint Notice/Filing of Claims To obtain information or make a complaint: You may call the Surety's toll free telephone number for information or to make a complaint or file a claim at: 1-866-732-0099. You may also write to the Surety at: SureTec Insurance Company 9500 Arboretum Blvd., Suite 400 Austin, TX 78759 You may contact the Texas Department of Insurance to obtain information on companies, coverage, rights or complaints at 1-800-252- 3439. You may write the Texas Department of Insurance at: PO Box 149104 Austin, TX 78714- 9104 Fax#: 512-490-1007 Web: httn://www.tdi.state.tx,us Email: ConsumerProtection@tdi.texas.gov PREMIUM OR CLAIMS DISPUTES: Should you have a dispute concerning your premium or about a claim, you should contact the Surety first. If the dispute is not resolved, you may contact the Texas Department of Insurance. SIC TX Rider TDI Required Notices rev 07_2022 Page i of i STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS TABLE OF CONTENTS Article 1 — Definitions and Terminology.......... 1.01 Defined Terms ............................... 1.02 Terminology .................................. Article 2 — Preliminary Matters ....................... 2.01 Before Starting Construction...... 2.02 Preconstruction Conference........ 2.03 Public Meeting ............................ Page .............................................1 .............................................1 ............................................. 5 ....................................................... 6 ....................................................... 6 ....................................................... 6 ....................................................... 6 Article 3 — Contract Documents and Amending............................................................................................... 6 3.01 Reference Standards..................................................................................................................... 6 3.02 Amending and Supplementing Contract Documents.................................................................. 6 Article 4 — Bonds and Insurance....................................................................................................................... 7 4.01 Licensed Sureties and Insurers..................................................................................................... 7 4.02 Performance, Payment, and Maintenance Bonds........................................................................ 7 4.03 Certificates of Insurance............................................................................................................... 7 4.04 Contractor's Insurance.................................................................................................................. 9 4.05 Acceptance of Bonds and Insurance; Option to Replace...........................................................12 Article 5 — Contractor's Responsibilities........................................................................................................12 5.01 Supervision and Superintendent.................................................................................................12 5.02 Labor; Working Hours................................................................................................................13 5.03 Services, Materials, and Equipment...........................................................................................13 5.04 Project Schedule..........................................................................................................................14 5.05 Substitutes and "Or-Equals".......................................................................................................14 5.06 Pre -Qualification of Bidders (Prime Contractors and Subcontractors).....................................16 5.07 Concerning Subcontractors, Suppliers, and Others...................................................................16 5.08 Wage Rates..................................................................................................................................18 5.09 Patent Fees and Royalties...........................................................................................................19 5.10 Laws and Regulations.................................................................................................................19 5.11 Use of Site and Other Areas.......................................................................................................19 5.12 Record Documents......................................................................................................................20 5.13 Safety and Protection.................................................................................................................. 21 5.14 Safety Representative.................................................................................................................21 5.15 Hazard Communication Programs.............................................................................................22 5.16 Submittals....................................................................................................................................22 5.17 Contractor's General Warranty and Guarantee..........................................................................23 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 5.18 Indemnification ............................................ 5.19 Delegation of Professional Design Services 5.20 Right to Audit: ............................................. 5.21 Nondiscrimination ........................................ Article 6 - Other Work at the Site....... 6.01 Related Work at Site ....... Article 7 - City's Responsibilities ............................................ 7.01 Inspections, Tests, and Approvals ....................... 7.02 Limitations on City's Responsibilities ................ 7.03 Compliance with Safety Program ........................ Article 8 - City's Observation Status During Construction....... 8.01 City's Project Representative ................................. 8.02 Authorized Variations in Work .............................. 8.03 Rejecting Defective Work ...................................... 8.04 Determinations for Work Performed ...................... Article 9 - Changes in the Work ...................... 9.01 Authorized Changes in the Work 9.02 Notification to Surety ................... Article 10 - Change of Contract Price; Change of Contract Time 10.01 Change of Contract Price ........................................... 10.02 Change of Contract Time ........................................... 10.03 Delays......................................................................... Article 11 - Tests and Inspections; Correction, Removal or Acceptance of Defective Work ............ 11.01 Notice of Defects.............................................................................................................. 11.02 Access to Work................................................................................................................. 11.03 Tests and Inspections........................................................................................................ 11.04 Uncovering Work............................................................................................................. 11.05 City May Stop the Work................................................................................................... 11.06 Correction or Removal of Defective Work...................................................................... 11.07 Correction Period.............................................................................................................. 11.08 City May Correct Defective Work................................................................................... Article 12 - Completion ........................................... 12.01 Contractor's Warranty of Title ............ 12.02 Partial Utilization ................................. 12.03 Final Inspection .................................... 12.04 Final Acceptance .................................. Article 13 - Suspension of Work ..................................... 13.01 City May Suspend Work ............................. Article 14 - Miscellaneous ......................................... 14.01 Giving Notice ......................................... CITY OF FORT WORTH STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 24 24 25 25 26 26 26 26 26 27 a a ... 29 ... 29 ... 29 ... 29 ... 30 ... 30 ... 30 ... 30 ... 31 ................................. 32 ................................. 32 ................................. 32 ................................. 32 ................................. 33 ............................................................. 33 ............................................................. 33 34 34 14.02 Computation of Times................................................................................................................ 34 14.03 Cumulative Remedies................................................................................................................. 34 14.04 Survival of Obligations...............................................................................................................35 14.05 Headings......................................................................................................................................35 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 1 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 1 of 35 ARTICLE 1— DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed -defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Agreement - The written instrument which is evidence of the agreement between Developer and Contractor covering the Work 2. Asbestos —Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 3. Business Day — A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 4. Buzzsaw — City's on-line, electronic document management and collaboration system. 5. Calendar Day — A day consisting of 24 hours measured from midnight to the next midnight. 6. City— The City of Fort Worth, Texas, a Texas home -rule municipal corporation, acting by, its governing body through its City Manager, his designee, or agents authorized pursuant to its duly authorized charter on his behalf. 7. Community Facilities Agreement (CFA) A Contract between the Developer and the City for the Construction of one or more following public facilities within the City public right-of- way or easement: Water, Sanitary Sewer, Street, Storm Drain, Street Light, and Street Signs. A CFA may include private facilities within the right-of-way dedicated as private right-of- way or easement on a recorded plat. 8. Contract —The entire and integrated written document incorporating the Contract Documents between the Developer, Contractor, and/or City concerning the Work. The Contract supersedes prior negotiations, representations, or agreements, whether written or oral. 9. Contract Documents —Those items that make up the contract and which must include the Agreement, and it's attachments such as standard construction specifications, standard City Conditions, other general conditions of the Developer, including: a. An Agreement CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-2 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 2 of 35 b. Attachments to the Agreement i. Bid Form ii. Vendor Compliance with State Law Non -Resident Bidder iii. Prequalification Statement C. Current Prevailing Wage Rates Table (if required by City) d. Insurance Accord Form e. Payment Bond f. Performance Bond g. Maintenance Bond h. Power of Attorney for Bonds i. Workers Compensation Affidavit j. MWBE Commitment Form( If required by City) k. General Conditions 1. Supplementary Conditions in. The Standard City Conditions n. Specifications specifically made part of the Contract Documents by attachment, if not attached, as incorporated by reference and described in the Table of Contents of the Project's Contract Documents o. Drawings P. Documentation submitted by contractor prior to Notice of Award. q. The following which may be delivered or issued after the effective date if the Agreement and, if issued become an incorporated part of the Contract Documents i. Notice to Proceed ii. Field Orders iii. Change Orders iv. Letters of Final Acceptance r. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 10. Contractor —The individual or entity with whom Developer has entered into the Agreement. 11. Day or day —A day, unless otherwise defined, shall mean a Calendar Day. 12. Developer — An individual or entity that desires to make certain improvements within the City of Fort Worth 13. Drawings —That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 14. Engineer —The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the Developer. 15. Final Acceptance — The written notice given by the City to the Developer and/or Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 3 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 3 of 35 16. Final Inspection — Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 17. General Requirements —A part of the Contract Documents between the Developer and a Contractor. 18. Laws and Regulations Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 19. Liens —Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 20. Milestone —A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 21. Non -Participating Change Order —A document, which is prepared for and reviewed by the City, which is signed by Contractor, and Developer, and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 22. Participating Change Order —A document, which is prepared for and approved by the City, which is signed by Contractor, Developer, and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 23. Plans — See definition of Drawings. 24. Project Schedule —A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Time. 25. Project —The Work to be performed under the Contract Documents. 26. Project Representative —The authorized representative of the City who will be assigned to the Site. 27. Public Meeting — An announced meeting conducted by the Developer to facilitate public participation and to assist the public in gaining an informed view of the Project. 28. Regular Working Hours — Hours beginning at 7: 00 a.m. and ending at 6:00 p.m., Monday thru Friday (excluding legal holidays). 29. Samples Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 4 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 4 of 35 30. Schedule of Submittals —A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 31. Site —Lands or areas indicated in the Contract Documents as being furnished by City or Developer upon which the Work is to be performed, including rights -of -way, permits, and easements for access thereto, and such other lands furnished by City or Developer which are designated for the use of Contractor. 32. Specifications —That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 33. Standard City Conditions — That part of the Contract Documents setting forth requirements of the City. 34. Subcontractor —An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of apart of the Work at the Site. 35. Submittals All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 36. Superintendent — The representative of the Contractor who is available at all times and able to receive instructions from the City and/or Developer and to act for the Contractor. 37. Supplementary Conditions —That part of the Contract Documents which amends or supplements the General Conditions. 38. Supplier —A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 39. Underground Facilities All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 40. Weekend Working Hours — Hours beginning at 9: 00 a. in. and ending at 5: 00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 5 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 5 of 35 41. Work —The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Participating Change Order, Non -Participating Change Order, or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 42. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p. m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.13 through D are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Defective: 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to City's written acceptance. C. Furnish, Install, Perform, Provide: 1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or the word "Supply," or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. D. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 6 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 6 of 35 ARTICLE 2 — PRELIMINARY MATTERS 2.01 Before Starting Construction Baseline Schedules: Submit to City in accordance with the Contract Documents, and prior to starting the Work. New schedules will be submitted to City when Participating Change Orders or Non - Participating Change Orders occur. 2.02 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.03 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor attending the Public Meeting as scheduled by the City. ARTICLE 3 — CONTRACT DOCUMENTS AND AMENDING 3.01 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.02 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Participating Change Order or a Non -Participating Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized, by one or more of the following ways: 1. A Field Order; CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 7 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 7 of 35 1. City's or Engineer's review of a Submittal (subject to the provisions of Paragraph 5.16.C); or 2. City's written interpretation or clarification. ARTICLE 4 — BONDS AND INSURANCE 4.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverage so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided Section 4.04. 4.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds in the name of Developer and City, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in the name of Developer and City in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney -in -fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney -in -fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 4.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 4.01 and 4.02.C. 4.03 Certificates of Insurance Contractor shall deliver to Developer and City, with copies to each additional insured and loss payee identified in these Standard City Conditions certificates of insurance (and other evidence of insurance requested by City or any other additional insured) which Contractor is required to purchase and maintain. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 8 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 8 of 35 1. The certificate of insurance shall document the City, an as "Additional Insured" on all liability policies. 2. The Contractor's general liability insurance shall include a, "per project" or "per location", endorsement, which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property & Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers' compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required, written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in these Standard City Conditions. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor's obligation to maintain such lines of insurance coverage. 6. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. 7. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If coverage is underwritten on a claims -made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims -made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 8. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 9. Any self -insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-9 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 9 of 35 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. 10. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a first -dollar basis, must be acceptable to and approved by the City. 11. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage's and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 12. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either parry or the underwriter on any such policies. 13. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 4.04 Contractor's Insurance A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers' Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers' Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees. 3. The limits of liability for the insurance shall provide the following coverages for not less than the following amounts or greater where required by Laws and Regulations a. Statutory limits b. Employer's liability CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 10 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 10 of 35 1) $100,000 each accident/occurrence 2) $100,000 Disease - each employee 3) $500,000 Disease - policy limit B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy, unless the City approves such exclusions in writing. 1. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project 2. Contractor's Liability Insurance under this Section which shall be on a per project basis covering the Contractor with minimum limits of: a. $1,000,000 each occurrence b. $2,000,000 aggregate limit 3. The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the General Aggregate Limits apply separately to each job site. 4. The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto", defined as autos owned, hired and non -owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. 1. Automobile Liability, Contractor's Liability Insurance under this Section, which shall be in an amount not less than the following amounts: a. Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", defined as autos owned, hired and non -owned. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 11 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 11 of 35 1) $1, 000, 000 each accident on a combined single limit basis. Split limits are acceptable if limits are at least: 2) $250,000 Bodily Injury per person 3) $500,000 Bodily Injury per accident / 4) $100,000 Property Damage D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the following requirements: 1. The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and material deliveries to cross railroad properties and tracks owned and operated by: Write the name of the railroad company. (If none, then write none) 2. The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains or other property. Such operations on railroad properties may require that Contractor to execute a "Right of Entry Agreement" with the particular railroad company or companies involved, and to this end the Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute the right -of -entry (if any) required by a railroad company. The requirements specified herein likewise relate to the Contractor's use of private and/or construction access roads crossing said railroad company's properties. 3. The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide coverage for not less than the following amounts, issued by companies satisfactory to the City and to the Railroad Company for a term that continues for so long as the Contractor's operations and work cross, occupy, or touch railroad property: a. General Aggregate: b. Each Occurrence: : Enter limits provided by Railroad Company (If none, write none) Enter limits provided by Railroad Company (If none, write none) 4. With respect to the above outlined insurance requirements, the following shall govern: a. Where a single railroad company is involved, the Contractor shall provide one insurance policy in the name of the railroad company. However, if more than one grade separation or at -grade crossing is affected by the Project at entirely separate locations on the line or lines of the same railroad company, separate coverage may be required, each in the amount stated above. b. Where more than one railroad company is operating on the same right-of-way or where several railroad companies are involved and operated on their own separate rights -of - CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 12 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 12 of 35 way, the Contractor may be required to provide separate insurance policies in the name of each railroad company. c. If, in addition to a grade separation or an at -grade crossing, other work or activity is proposed on a railroad company's right-of-way at a location entirely separate from the grade separation or at -grade crossing, insurance coverage for this work must be included in the policy covering the grade separation. d. If no grade separation is involved but other work is proposed on a railroad company's right-of-way, all such other work may be covered in a single policy for that railroad, even though the work may be at two or more separate locations. 5. No work or activities on a railroad company's property to be performed by the Contractor shall be commenced until the Contractor has furnished the City with an original policy or policies of the insurance for each railroad company named, as required above. All such insurance must be approved by the City and each affected Railroad Company prior to the Contractor's beginning work. 6. The insurance specified above must be carried until all Work to be performed on the railroad right-of-way has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. Such insurance must name the railroad company as the insured, together with any tenant or lessee of the railroad company operating over tracks involved in the Project. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 4.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the Developer and City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the Developer or City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the Developer or City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 5 — CONTRACTOR'S RESPONSIBILITIES 5.01 Supervision and Superintendent A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 13 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 13 of 35 Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 5.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City's written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication) to perform Work: 1. for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 5.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 14 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 14 of 35 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. 5.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.01 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.01 and the General Requirements) proposed adjustments in the Project Schedule. 2. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 9. Adjustments in Contract Time for projects with City participation shall be made by participating change orders. 5.05 Substitutes and "Or -Equals " A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or -equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. 1. "Or -Equal" Items: If in City's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an "or -equal" item, in which case review and approval of the proposed item may, in City's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 5.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 15 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 15 of 35 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or -equal" item under Paragraph 5.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 0125 00 and: 1) shall certify that the proposed substitute item will: i. perform adequately the functions and achieve the results called for by the general design; ii. be similar in substance to that specified; iii. be suited to the same use as that specified; and 2) will state: i. the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of final completion on time; ii. whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; iii. whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; and 3) will identify: i. all variations of the proposed substitute item from that specified; ii. available engineering, sales, maintenance, repair, and replacement services; and CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 16 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 16 of 35 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 5.05.A.2. C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 5.05.A and 5.05.13. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or -equal" or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an "or -equal." City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 5.05.A.2 and 5.05.B. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or -equal" at Contractor's expense. G. Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Participating Change Order. 5.06 Pre -Qualification of Bidders (Prime Contractors and Subcontractors) A. The Contractor and any subcontractors are required to be prequalified for the work types requiring pre -qualification 5.07 Concerning Subcontractors, Suppliers, and Others A. Minority and Women Owned Business Enterprise Compliance: CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 17 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 17 of 35 ❑ Required for this Contract. (Check this box if there is any City Participation) ❑ Not Required for this Contract. It is City policy to ensure the full and equitable participation by Minority and Women Business Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MWBE goal, Contractor is required to comply with the intent of the City's MWBE Ordinance (as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MWBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MWBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MWBE. Material misrepresentation of any nature will be grounds for termination of the Contract. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. B. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. C. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. D. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. E. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of these Contract CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 18 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 18 of 35 Documents, Contractor shall provide City contract numbers and reference numbers to the Subcontractors and/or Suppliers. 5.08 Wage Rates ❑ Required for this Contract. ❑ Not Required for this Contract. A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31 st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 1 Ith day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 19 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 19 of 35 occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. Progress Payments. With each progress payment or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 5.09 Patent Fees and Royalties A. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 5.10 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.01. 5.11 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 20 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 20 of 35 other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 5.18, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City or Developer, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and shall be entitled to recover its cost in doing so. The City may withhold Final Acceptance until clean-up is complete and cost are recovered. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 5.12 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 21 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 21 of 35 Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 5.13 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 5.13.A.2 or 5.13.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 5.14 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 22 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 22 of 35 5.15 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 5.16 Submittals A. Contractor shall submit required Submittals to City for review and acceptance. Each submittal will be identified as required by City. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 5.16.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For -Information -Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 5.16.C. B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City's review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City's Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City's review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 23 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 23 of 35 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 5.17 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1. observations by City; 2. recommendation or payment by City or Developer of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 24 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 24 of 35 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 4.02.13. The City will give notice of observed defects with reasonable promptness. 5.18 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. 5.19 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to City. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 25 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 25 of 35 C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 5.19, City's review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City's review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 5.16.C. 5.20 Right to Audit: A. The City reserves the right to audit all projects utilizing City funds B. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. C. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all Subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. D. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 5.21 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit - related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 26 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 26 of 35 ARTICLE 6 — OTHER WORK AT THE SITE 6.01 Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other work with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects in the work provided by others. ARTICLE 7 — CITY'S RESPONSIBILITIES 7.01 Inspections, Tests, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 11.03. 7.02 Limitations on City's Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 5.13. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 27 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 27 of 35 7.03 Compliance with Safety Program While at the Site, City's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Paragraph 5.13. ARTICLE 8 — CITY'S OBSERVATION STATUS DURING CONSTRUCTION 8.01 City's Project Representative City will provide one or more Project Representative(s) during the construction period. The duties and responsibilities and the limitations of authority of City's representative during construction are set forth in the Contract Documents. A. City's Project Representative will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Representative will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Representative will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's Project Representative's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City's Project Representative's visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents. 8.02 Authorized Variations in Work City's Project Representative may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City Developer, and also on Contractor, who shall perform the Work involved promptly. 8.03 Rejecting Defective Work City will have authority to reject Work which City's Project Representative believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 11, whether or not the Work is fabricated, installed, or completed. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 28 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 28 of 35 8.04 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City's Project Representative will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be final (except as modified to reflect changed factual conditions or more accurate data). ARTICLE 9 — CHANGES IN THE WORK 9.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Participating Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price on a project with City participation, a Field Order may be issued by the City. 9.02 Notification to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. ARTICLE 10 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 10.01 Change of Contract Price A. The Contract Price may only be changed by a Participating Change Order for projects with City participation. 10.02 Change of Contract Time A. The Contract Time may only be changed by a Participating Change Order for projects with City participation. 10.03 Delays A. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 29 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 29 of 35 ARTICLE 11— TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 11.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 11.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 11.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections, which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re -tests, or approvals required for City's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re -tests, or approvals shall be performed by organizations approved by City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible, with Contractor; 2. Should any Testing under this Section 11.03 D result in a "fail", "did not pass" or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor's cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 30 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 30 of 35 3. Any amounts owed for any retest under this Section 11.03 D shall be paid directly to the Testing Lab by Contractor. Developer/Contractor. City will forward all invoices for retests to 4. If Contractor fails to pay the Testing Lab, City will not issue a letter of Final Acceptance until the Testing Lab is Paid E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. 11.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City's observation and replaced at Contractor's expense. 11.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 11.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 11.06 or Paragraph 11.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any, on said Work. 11.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 31 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 31 of 35 Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by City or permitted by Laws and Regulations as contemplated in Paragraph 5.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City's written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City's written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. C. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 11.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor and Developer should such additional warranty coverage be required. Contractor's obligations under this Paragraph 11.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 11.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 11.08 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 11.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven (7) days written notice to Contractor and the Developer, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 11.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 32 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 32 of 35 stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants, employees, and City's other contractors, access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Work attributable to the exercise of City's rights and remedies under this Paragraph 11.09. ARTICLE 12 — COMPLETION 12.01 Contractor's Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment will pass to City no later than the time of Final Acceptance and shall be free and clear of all Liens. 12.02 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which City, determines constitutes a separately functioning and usable part of the Work that can be used by City for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 12.03 Final Inspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 33 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 33 of 35 1. within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. 12.04 Final Acceptance A. Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance upon the satisfaction of the following: 1. All documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; 2. consent of the surety, if any, to Final Acceptance; 3. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and 4. affidavits of payments and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. 5. after all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor's insurance provider for resolution. 6. Issuing Final Acceptance by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. ARTICLE 13 — SUSPENSION OF WORK 13.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will stop contract time on City participation projects. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 34 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 34 of 35 available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. ARTICLE 14 — MISCELLANEOUS 14.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given i£ 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 14.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 14.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 35 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 35 of 35 14.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 14.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 011100-1 SUMMARY OF WORK (,y x40 I [1]\[I)i f f [IIII �Y11Llu/:11: 'dIs]0,1010114 PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Pagel of 3 1. Summary of Work to be performed in accordance with the Contract Documents B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1 - General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Work Covered by Contract Documents 1. Work is to include furnishing all labor, materials, and equipment, and performing all Work necessary for this construction project as detailed in the Drawings and Specifications. B. Subsidiary Work Any and all Work specifically governed by documentary requirements for the project, such as conditions imposed by the Drawings or Contract Documents in which no specific item for bid has been provided for in the Proposal and the item is not a typical unit bid item included on the standard bid item list, then the item shall be considered as a subsidiary item of Work, the cost of which shall be included in the price bid in the Proposal for various bid items. C. Use of Premises 1. Coordinate uses of premises under direction of the City. 2. Assume full responsibility for protection and safekeeping of materials and equipment stored on the Site. Use and occupy only portions of the public streets and alleys, or other public places or other rights -of -way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by the City. a. A reasonable amount of tools, materials, and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. CITY OF FORT WORTH Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 104341 Revised December 20, 2012 01 11 00 - 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. 1) All Work shall be in accordance with railroad requirements set forth in Division 0 as well as the railroad permit. D. Work within Easements 1. Do not enter upon private property for any purpose without having previously obtained permission from the owner of such property. 2. Do not store equipment or material on private property unless and until the specified approval of the property owner has been secured in writing by the Contractor and a copy furnished to the City. 3. Unless specifically provided otherwise, clear all rights -of -way or easements of obstructions which must be removed to make possible proper prosecution of the Work as a part of the project construction operations. 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, lawns, fences, culverts, curbing, and all other types of structures or improvements, to all water, sewer, and gas lines, to all conduits, overhead pole lines, or appurtenances thereof, including the construction of temporary fences and to all other public or private property adjacent to the Work. 5. Notify the proper representatives of the owners or occupants of the public or private lands of interest in lands which might be affected by the Work. a. Such notice shall be made at least 48 hours in advance of the beginning of the Work. b. Notices shall be applicable to both public and private utility companies and any corporation, company, individual, or other, either as owners or occupants, whose land or interest in land might be affected by the Work. c. Be responsible for all damage or injury to property of any character resulting from any act, omission, neglect, or misconduct in the manner or method or execution of the Work, or at any time due to defective work, material, or equipment. 6. Fence a. Restore all fences encountered and removed during construction of the Project to the original or a better than original condition. b. Erect temporary fencing in place of the fencing removed whenever the Work is not in progress and when the site is vacated overnight, and/or at all times to provide site security. c. The cost for all fence work within easements, including removal, temporary closures and replacement, shall be subsidiary to the various items bid in the project proposal, unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 104341 Revised December 20, 2012 01 11 00 - 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 I DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 104341 Revised December 20, 2012 012500-1 DAP SUBSTITUTION PROCEDURES f.YIC�[I]�Dji�YIII] Y81:1,.3 010110 Is) ► a 9 kIT8161110181.14 �y PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Pagel of 4 1. The procedure for requesting the approval of substitution of a product that is not equivalent to a product which is specified by descriptive or performance criteria or defined by reference to 1 or more of the following: a. Name of manufacturer b. Name of vendor c. Trade name d. Catalog number 2. Substitutions are not "or -equals". B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements IRM 9 4*9 101 WRO 12Z%140IDleh87ZIZy041114*9M 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 I . Within 30 days after award of Contract (unless noted otherwise), the City will consider formal requests from Contractor for substitution of products in place of those specified. 2. Certain types of equipment and kinds of material are described in Specifications by means of references to names of manufacturers and vendors, trade names, or catalog numbers. a. When this method of specifying is used, it is not intended to exclude from consideration other products bearing other manufacturer's or vendor's names, trade names, or catalog numbers, provided said products are "or -equals," as determined by City. 3. Other types of equipment and kinds of material may be acceptable substitutions under the following conditions: a. Or -equals are unavailable due to strike, discontinued production of products meeting specified requirements, or other factors beyond control of Contractor; or, CITY OF FORT WORTH Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104341 Revised August 30, 2013 012500-2 DAP SUBSTITUTION PROCEDURES Page 2 of 4 b. Contractor proposes a cost and/or time reduction incentive to the City. 1.5 SUBMITTALS A. See Request for Substitution Form (attached) B. Procedure for Requesting Substitution 1. Substitution shall be considered only: a. After award of Contract b. Under the conditions stated herein 2. Submit 3 copies of each written request for substitution, including: a. Documentation 1) Complete data substantiating compliance of proposed substitution with Contract Documents 2) Data relating to changes in construction schedule, when a reduction is proposed 3) Data relating to changes in cost b. For products 1) Product identification a) Manufacturer's name b) Telephone number and representative contact name c) Specification Section or Drawing reference of originally specified product, including discrete name or tag number assigned to original product in the Contract Documents 2) Manufacturer's literature clearly marked to show compliance ofproposed product with Contract Documents 3) Itemized comparison of original and proposed product addressing product characteristics including, but not necessarily limited to: a) Size b) Composition or materials of construction c) Weight d) Electrical or mechanical requirements 4) Product experience a) Location of past projects utilizing product b) Name and telephone number of persons associated with referenced projects knowledgeable concerning proposed product c) Available field data and reports associated with proposed product 5) Samples a) Provide at request of City. b) Samples become the property of the City. c. For construction methods: 1) Detailed description of proposed method 2) Illustration drawings C. Approval or Rejection 1. Written approval or rejection of substitution given by the City 2. City reserves the right to require proposed product to comply with color and pattern of specified product if necessary to secure design intent. 3. In the event the substitution is approved, if a reduction in cost or time results, it will be documented by Change Order. CITY OF FORT WORTH Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104341 Revised August 30, 2013 012500-3 DAP SUBSTITUTION PROCEDURES Page 3 of 4 4. Substitution will be rejected i£ a. Submittal is not through the Contractor with his stamp of approval b. Request is not made in accordance with this Specification Section c. In the Developer's opinion, acceptance will require substantial revision of the original design d. In the City's or Developer's opinion, substitution will not perform adequately the function consistent with the design intent 1.6 ACTION 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 Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104341 Revised August 30, 2013 012500-4 DAP SUBSTITUTION PROCEDURES Page 4 of 4 EXHIBIT A REQUEST FOR SUBSTITUTION FORM: 1W PROJECT: DATE: We hereby submit for your consideration the following product instead of the specified item for the above project: SECTION PARAGRAPH SPECIFIED ITEM Proposed Substitution: Reason for Substitution: Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Fill in Blanks Below: A. Will the undersigned contractor pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? B. What effect does substitution have on other trades? C. Differences between proposed substitution and specified item? D. Differences in product cost or product delivery time? E. Manufacturer's guarantees of the proposed and specified items are: Equal Better (explain on attachment) The undersigned states that the function, appearance and quality are equivalent or superior to the specified item. Submitted By: For Use by City Signature Recommended Recommended as noted Firm Not recommended Address By Date Date Remarks Telephone For Use by City: Approved Rejected City Date Received late CITY OF FORT WORTH Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104341 Revised August 30, 2013 013119-1 DAP PRECONSTRUCTION MEETING I9;1 11416326*1 I:ZIl4i 0Is] ►Iu 191 so I I►10 PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Pagel 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 f!I► 7 41 WW17 7W40 I Dleh 8 9 Z00] 041114*9 M A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Attend preconstruction meeting. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meeting administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. B. Preconstruction Meeting 1. A preconstruction meeting will be held within 14 days after the delivery of the distribution package to the City. a. The meeting will be scheduled and administered by the City. 2. The Project Representative will preside at the meeting, prepare the notes of the meeting and distribute copies of same to all participants who so request by fully completing the attendance form to be circulated at the beginning of the meeting. 3. Attendance shall include: a. Developer and Consultant b. Contractor's project manager c. Contractor's superintendent d. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request CITY OF FORT WORTH Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104341 Revised August 30, 2013 0131 19 - 2 DAP PRECONSTRUCTION MEETING Page 2 of 3 e. Other City representatives f. Others as appropriate 4. Preliminary Agenda may include: a. Introduction of Project Personnel b. General Description of Project c. Status of right-of-way, utility clearances, easements or other pertinent permits d. Contractor's work plan and schedule e. Contract Time f. Notice to Proceed g. Construction Staking h. Progress Payments i. Extra Work and Change Order Procedures j. Field Orders k. Disposal Site Letter for Waste Material 1. Insurance Renewals 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 Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104341 Revised August 30, 2013 0131 19 - 3 DAP 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 I DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104341 Revised August 30, 2013 013233-1 DAP PRECONSTRUCTION VIDEO Pagel of 2 SECTION 0132 33 PRECONSTRUCTION VIDEO 17\;71 WE11" 01001.17.11 0 1.1 SUMMARY A. Section Includes: 1. Administrative and procedural requirements for: a. Preconstruction Videos B. Deviations from this City of Fort Worth Standard Specification 1. Though not mandatory, it is highly recommended on infill developer projects. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Preconstruction Video 1. Produce a preconstruction video of the site/alignment, including all areas in the vicinity of and to be affected by construction. a. Provide digital copy of video upon request by the City. 2. Retain a copy of the preconstruction video until the end of the maintenance surety period. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] CITY OF FORT WORTH Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104341 Revised August 30, 2013 013233-2 DAP PRECONSTRUCTION VIDEO Page 2 of 2 PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104341 Revised August 30, 2013 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 0133 00 DAP SUBMITTALS 013300-1 DAP SUBMITTALS Page 1 of 8 5 A. Section Includes: 6 1. General methods and requirements of submissions applicable to the following 7 Work -related submittals: 8 a. Shop Drawings 9 b. Product Data (including Standard Product List submittals) 10 c. Samples 11 d. Mock Ups 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 — General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Coordination 24 1. Notify the City in writing, at the time of submittal, of any deviations in the 25 submittals from the requirements of the Contract Documents. 26 2. Coordination of Submittal Times 27 a. Prepare, prioritize and transmit each submittal sufficiently in advance of 28 performing the related Work or other applicable activities, or within the time 29 specified in the individual Work Sections, of the Specifications. 30 b. Contractor is responsible such that the installation will not be delayed by 31 processing times including, but not limited to: 32 a) Disapproval and resubmittal (if required) 33 b) Coordination with other submittals 34 c) Testing 35 d) Purchasing 36 e) Fabrication 37 f) Delivery 38 g) Similar sequenced activities 39 c. No extension of time will be authorized because of the Contractor's failure to 40 transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104341 Revised August 30, 2013 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 013300-2 DAP SUBMITTALS Page 2 of 8 d. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Submittal Numbering 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: 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 8 '/2 inches x 11 inches to 8 '/2 inches x 11 inches. 2. Bind shop drawings and product data sheets together. 3. Order a. Cover Sheet 1) Description of Packet 2) Contractor Certification b. List of items / Table of Contents c. Product Data /Shop Drawings/Samples /Calculations E. Submittal Content 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTH Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104341 Revised August 30, 2013 013300-3 DAP SUBMITTALS Page 3 of 8 1 2. The Project title and number 2 3. Contractor identification 3 4. The names of- 4 a. Contractor 5 b. Supplier 6 c. Manufacturer 7 5. Identification of the product, with the Specification Section number, page and 8 paragraph(s) 9 6. Field dimensions, clearly identified as such 10 7. Relation to adjacent or critical features of the Work or materials 11 8. Applicable standards, such as ASTM or Federal Specification numbers 12 9. Identification by highlighting of deviations from Contract Documents 13 10. Identification by highlighting of revisions on resubmittals 14 11. An 8-inch x 3-inch blank space for Contractor and City stamps 15 F. Shop Drawings 16 1. As specified in individual Work Sections includes, but is not necessarily limited to: 17 a. Custom -prepared data such as fabrication and erection/installation (working) 18 drawings 19 b. Scheduled information 20 c. Setting diagrams 21 d. Actual shopwork manufacturing instructions 22 e. Custom templates 23 f. Special wiring diagrams 24 g. Coordination drawings 25 h. Individual system or equipment inspection and test reports including: 26 1) Performance curves and certifications 27 i. As applicable to the Work 28 2. Details 29 a. Relation of the various parts to the main members and lines of the structure 30 b. Where correct fabrication of the Work depends upon field measurements 31 1) Provide such measurements and note on the drawings prior to submitting 32 for approval. 33 G. Product Data 34 1. For submittals of product data for products included on the City's Standard Product 35 List, clearly identify each item selected for use on the Project. 36 2. For submittals of product data for products not included on the City's Standard 37 Product List, submittal data may include, but is not necessarily limited to: 38 a. Standard prepared data for manufactured products (sometimes referred to as 39 catalog data) 40 1) Such as the manufacturer's product specification and installation 41 instructions 42 2) Availability of colors and patterns 43 3) Manufacturer's printed statements of compliances and applicability 44 4) Roughing -in diagrams and templates 45 5) Catalog cuts 46 6) Product photographs CITY OF FORT WORTH Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104341 Revised August 30, 2013 013300-4 DAP SUBMITTALS Page 4 of 8 1 7) Standard wiring diagrams 2 8) Printed performance curves and operational -range diagrams 3 9) Production or quality control inspection and test reports and certifications 4 10) Mill reports 5 11) Product operating and maintenance instructions and recommended 6 spare -parts listing and printed product warranties 7 12) As applicable to the Work 8 H. Samples 9 1. As specified in individual Sections, include, but are not necessarily limited to: 10 a. Physical examples of the Work such as: 11 1) Sections of manufactured or fabricated Work 12 2) Small cuts or containers of materials 13 3) Complete units of repetitively used products color/texture/pattern swatches 14 and range sets 15 4) Specimens for coordination of visual effect 16 5) Graphic symbols and units of Work to be used by the City for independent 17 inspection and testing, as applicable to the Work 18 I. Do not start Work requiring a shop drawing, sample or product data nor any material to 19 be fabricated or installed prior to the approval or qualified approval of such item. 20 1. Fabrication performed, materials purchased or on -site construction accomplished 21 which does not conform to approved shop drawings and data is at the Contractor's 22 risk. 23 2. The City will not be liable for any expense or delay due to corrections or remedies 24 required to accomplish conformity. 25 3. Complete project Work, materials, fabrication, and installations in conformance 26 with approved shop drawings, applicable samples, and product data. 27 J. Submittal Distribution 28 1. Electronic Distribution 29 a. Confirm development of Project directory for electronic submittals to be 30 uploaded to City's Buzzsaw site, or another external FTP site approved by the 31 City. 32 b. Shop Drawings 33 1) Upload submittal to designated project directory and notify appropriate 34 City representatives via email of submittal posting. 35 2) Hard Copies 36 a) 3 copies for all submittals 37 b) If Contractor requires more than 1 hard copy of Shop Drawings 38 returned, Contractor shall submit more than the number of copies listed 39 above. 40 c. Product Data 41 1) Upload submittal to designated project directory and notify appropriate 42 City representatives via email of submittal posting. 43 2) Hard Copies 44 a) 3 copies for all submittals 45 d. Samples 46 1) Distributed to the Project Representative 47 2. Hard Copy Distribution (if required in lieu of electronic distribution) CITY OF FORT WORTH Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104341 Revised August 30, 2013 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 013300-5 DAP SUBMITTALS Page 5 of 8 a. Shop Drawings 1) Distributed to the City 2) Copies a) 8 copies for mechanical submittals b) 7 copies for all other submittals c) If Contractor requires more than 3 copies of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. b. Product Data 1) Distributed to the City 2) Copies a) 4 copies c. Samples 1) Distributed to the Project Representative 2) Copies a) Submit the number stated in the respective Specification Sections. 3. Distribute reproductions of approved shop drawings and copies of approved product data and samples, where required, to the job site file and elsewhere as directed by the City. a. Provide number of copies as directed by the City but not exceeding the number previously specified. K. Submittal Review 1. The review of shop drawings, data and samples will be for general conformance with the design concept and Contract Documents. This is not to be construed as: a. Permitting any departure from the Contract requirements b. Relieving the Contractor of responsibility for any errors, including details, dimensions, and materials c. Approving departures from details furnished by the City, except as otherwise provided herein 2. The review and approval of shop drawings, samples or product data by the City does not relieve the Contractor from his/her responsibility with regard to the fulfillment of the terms of the Contract. a. All risks of error and omission are assumed by the Contractor, and the City will have no responsibility therefore. 3. The Contractor remains responsible for details and accuracy, for coordinating the Work with all other associated work and trades, for selecting fabrication processes, for techniques of assembly and for performing Work in a safe manner. 4. If the shop drawings, data or samples as submitted describe variations and show a departure from the Contract requirements which City finds to be in the interest of the City and to be so minor as not to involve a change in Contract Price or time for performance, the City may return the reviewed drawings without noting an exception. 5. Submittals will be returned to the Contractor under 1 of the following codes: a. Code 1 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or comments on the submittal. a) When returned under this code the Contractor may release the equipment and/or material for manufacture. b. Code 2 CITY OF FORT WORTH Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104341 Revised August 30, 2013 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 013300-6 DAP SUBMITTALS Page 6 of 8 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the notations and comments IS NOT required by the Contractor. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. c. Code 3 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned when notations and comments are extensive enough to require a resubmittal of the package. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. b) This resubmittal is to address all comments, omissions and non -conforming items that were noted. c) Resubmittal is to be received by the City within 15 Calendar Days of the date of the City's transmittal requiring the resubmittal. d. Code 4 1) "NOT APPROVED" is assigned when the submittal does not meet the intent of the Contract Documents. a) The Contractor must resubmit the entire package revised to bring the submittal into conformance. b) It may be necessary to resubmit using a different manufacturer/vendor to meet the Contract Documents. 6. Resubmittals a. Handled in the same manner as first submittals 1) Corrections other than requested by the City 2) Marked with revision triangle or other similar method a) At Contractor's risk if not marked b. Submittals for each item will be reviewed no more than twice at the City's expense. 1) All subsequent reviews will be performed at times convenient to the City and at the Contractor's expense, based on the City's or City Representative's then prevailing rates. 2) Provide Contractor reimbursement to the City within 30 Calendar Days for all such fees invoiced by the City. c. The need for more than 1 resubmission or any other delay in obtaining City's review of submittals, will not entitle the Contractor to an extension of Contract Time. 7. Partial Submittals a. City reserves the right to not review submittals deemed partial, at the City's discretion. b. Submittals deemed by the City to be not complete will be returned to the Contractor, and will be considered "Not Approved" until resubmitted. c. The City may at its option provide a list or mark the submittal directing the Contractor to the areas that are incomplete. 8. If the Contractor considers any correction indicated on the shop drawings to constitute a change to the Contract Documents, then written notice must be provided thereof to the Developer at least 7 Calendar Days prior to release for manufacture. CITY OF FORT WORTH Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104341 Revised August 30, 2013 013300-7 DAP SUBMITTALS Page 7 of 8 1 9. When the shop drawings have been completed to the satisfaction of the City, the 2 Contractor may carry out the construction in accordance therewith and no further 3 changes therein except upon written instructions from the City. 4 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days 5 following receipt of submittal by the City. 6 L. Mock ups 7 1. Mock Up units as specified in individual Sections, include, but are not necessarily 8 limited to, complete units of the standard of acceptance for that type of Work to be 9 used on the Project. Remove at the completion of the Work or when directed. 10 M. Qualifications 11 1. If specifically required in other Sections of these Specifications, submit a P.E. 12 Certification for each item required. 13 N. Request for Information (RFI) 14 1. Contractor Request for additional information 15 a. Clarification or interpretation of the contract documents 16 b. When the Contractor believes there is a conflict between Contract Documents 17 c. When the Contractor believes there is a conflict between the Drawings and 18 Specifications 19 1) Identify the conflict and request clarification 20 2. Sufficient information shall be attached to permit a written response without further 21 information. 22 23 24 25 26 1.5 SUBMITTALS [NOT USED] 27 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 28 1.7 CLOSEOUT SUBMITTALS [NOT USED] 29 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 30 1.9 QUALITY ASSURANCE [NOT USED] 31 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 32 1.11 FIELD [SITE] CONDITIONS [NOT USED] 33 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104341 Revised August 30, 2013 013300-8 DAP SUBMITTALS Page 8 of 8 1 PART 2 - PRODUCTS [NOT USED] 2 PART 3 - EXECUTION [NOT USED] 3 END OF SECTION 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 Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104341 Revised August 30, 2013 0135 13 -1 DAP SPECIAL PROJECT PROCEDURES Page 1 of 7 1 SECTION 0135 13 2 SPECIAL PROJECT PROCEDURES 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedures for special project circumstances that includes, but is not limited to: 7 a. Coordination with the Texas Department of Transportation 8 b. Work near High Voltage Lines 9 c. Confined Space Entry Program 10 d. Air Pollution Watch Days 11 e. Use of Explosives, Drop Weight, Etc. 12 f. Water Department Notification 13 g. Public Notification Prior to Beginning Construction 14 h. Coordination with United States Army Corps of Engineers 15 i. Coordination within Railroad permits areas 16 j. Dust Control 17 k. Employee Parking 18 B. Deviations from this City of Fort Worth Standard Specification 19 1. None. 20 C. Related Specification Sections include, but are not necessarily limited to: 21 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 22 2. Division 1 — General Requirements 23 3. Section 33 12 25 — Connection to Existing Water Mains 24 25 1.2 REFERENCES 26 A. Reference Standards 27 1. Reference standards cited in this Specification refer to the current reference 28 standard published at the time of the latest revision date logged at the end of this 29 Specification, unless a date is specifically cited. 30 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 31 High Voltage Overhead Lines. 32 3. North Central Texas Council of Governments (NCTCOG) — Clean Construction 33 Specification 34 1.3 ADMINISTRATIVE REQUIREMENTS 35 A. Coordination with the Texas Department of Transportation 36 1. When work in the right-of-way which is under the jurisdiction of the Texas 37 Department of Transportation (TxDOT): 38 a. Notify the Texas Department of Transportation prior to commencing any work 39 therein in accordance with the provisions of the permit CITY OF FORT WORTH Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104341 Revised August, 30, 2013 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 0135 13 -2 DAP SPECIAL PROJECT PROCEDURES Page 2 of 7 b. All work performed in the TxDOT right-of-way shall be performed in compliance with and subject to approval from the Texas Department of Transportation B. Work near High Voltage Lines 1. Regulatory Requirements a. All Work near High Voltage Lines (more than 600 volts measured between conductors or between a conductor and the ground) shall be in accordance with Health and Safety Code, Title 9, Subtitle A, Chapter 752. 2. Warning sign a. Provide sign of sufficient size meeting all OSHA requirements. 3. Equipment operating within 10 feet of high voltage lines will require the following safety features a. Insulating cage -type of guard about the boom or arm b. Insulator links on the lift hook connections for back hoes or dippers c. Equipment must meet the safety requirements as set forth by OSHA and the safety requirements of the owner of the high voltage lines 4. Work within 6 feet of high voltage electric lines a. Notification shall be given to: 1) The power company (example: ONCOR) a) Maintain an accurate log of all such calls to power company and record action taken in each case. b. Coordination with power company 1) After notification coordinate with the power company to: a) Erect temporary mechanical barriers, de -energize the lines, or raise or lower the lines c. No personnel may work within 6 feet of a high voltage line before the above requirements have been met. C. Confined Space Entry Program 1. Provide and follow approved Confined Space Entry Program in accordance with OSHA requirements. 2. Confined Spaces include: a. Manholes b. All other confined spaces in accordance with OSHA's Permit Required for Confined Spaces D. Use of Explosives, Drop Weight, Etc. 1. 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 Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104341 Revised August, 30, 2013 0135 13 -3 DAP SPECIAL PROJECT PROCEDURES Page 3 of 7 1 2. Coordinate any event that will require connecting to or the operation of an existing 2 City water line system with the City's representative. 3 a. Coordination shall be in accordance with Section 33 12 25. 4 b. If needed, obtain a hydrant water meter from the Water Department for use 5 during the life of named project. 6 c. In the event that a water valve on an existing live system be turned off and on 7 to accommodate the construction of the project is required, coordinate this 8 activity through the appropriate City representative. 9 1) Do not operate water line valves of existing water system. 10 a) Failure to comply will render the Contractor in violation of Texas Penal 11 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 12 will be prosecuted to the full extent of the law. 13 b) In addition, the Contractor will assume all liabilities and 14 responsibilities as a result of these actions. 15 F. Public Notification Prior to Beginning Construction 16 1. Prior to beginning construction on any block in the project, on a block by block 17 basis, prepare and deliver a notice or flyer of the pending construction to the front 18 door of each residence or business that will be impacted by construction. The notice 19 shall be prepared as follows: 20 a. Post notice or flyer 7 days prior to beginning any construction activity on each 21 block in the project area. 22 1) Prepare flyer on the Contractor's letterhead and include the following 23 information: 24 a) Name of Project 25 b) City Project No (CPN) 26 c) Scope of Project (i.e. type of construction activity) 27 d) Actual construction duration within the block 28 e) Name of the contractor's foreman and phone number 29 f) Name of the City's inspector and phone number 30 g) City's after-hours phone number 31 2) A sample of the `pre -construction notification' flyer is attached as Exhibit 32 A. 33 3) Submit schedule showing the construction start and finish time for each 34 block of the project to the inspector. 35 4) Deliver flyer to the City Inspector for review prior to distribution. 36 b. No construction will be allowed to begin on any block until the flyer is 37 delivered to all residents of the block. 38 G. Public Notification of Temporary Water Service Interruption during Construction 39 1. In the event it becomes necessary to temporarily shut down water service to 40 residents or businesses during construction, prepare and deliver a notice or flyer of 41 the pending interruption to the front door of each affected resident. 42 2. Prepared notice as follows: 43 a. The notification or flyer shall be posted 24 hours prior to the temporary 44 interruption. 45 b. Prepare flyer on the contractor's letterhead and include the following 46 information: 47 1) Name of the project 48 2) City Project Number CITY OF FORT WORTH Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104341 Revised August, 30, 2013 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 0135 13 -4 DAP SPECIAL PROJECT PROCEDURES Page 4 of 7 3) Date of the interruption of service 4) Period the interruption will take place 5) Name of the contractor's foreman and phone number 6) Name of the City's inspector and phone number c. A sample of the temporary water service interruption notification is attached as Exhibit B. d. Deliver a copy of the temporary interruption notification to the City inspector for review prior to being distributed. e. No interruption of water service can occur until the flyer has been delivered to all affected residents and businesses. f. Electronic versions of the sample flyers can be obtained from the Project Construction Inspector. H. Coordination with United States Army Corps of Engineers (USACE) 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 1. 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 £ 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. CITY OF FORT WORTH Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104341 Revised August, 30, 2013 0135 13 -5 DAP SPECIAL PROJECT PROCEDURES Page 5 of 7 1 1.4 SUBMITTALS [NOT USED] 2 1.5 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 3 1.6 CLOSEOUT SUBMITTALS [NOT USED] 4 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.8 QUALITY ASSURANCE [NOT USED] 6 1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.10 FIELD [SITE] CONDITIONS [NOT USED] 8 1.11 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 12 DATE NAME 8/31/2012 D. Johnson 13 1040 1XI] Wy 014011130 Revision Log SUMMARY OF CHANGE 1.3.13— Added requirement of compliance with Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. CITY OF FORT WORTH Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104341 Revised August, 30, 2013 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 01 35 13 -6 DAP SPECIAL PROJECT PROCEDURES Page 6 of 7 EXHIBIT A (To be printed on Contractor's Letterhead) Date: CPN No.: 104341 Project Name: Azalea Avenue Townhomes Mapsco Location: TAR-104M Limits 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 Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104341 Revised August, 30, 2013 1 2 3 4 Date: EXHIBIT B FORT WORTH DOE NO. xxxx Project Name: 0135 13 -7 DAP SPECIAL PROJECT PROCEDURES Page 7 of 7 NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT -OUT, PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) C630 MR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, CONTRACTOR CITY OF FORT WORTH Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104341 Revised August, 30, 2013 01 45 23 TESTING AND INSPECTION SERVICES Pagel of 2 ;y 0(611113effi i lE, &* 1 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 the City's document management system, or another external FTP site approved by the City. CITY OF FORT WORTH Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 104341 Revised March 9, 2020 01 45 23 TESTING AND INSPECTION SERVICES Page 2 of 2 2) Upload test reports to designated project directory and notify appropriate City representatives via email of submittal posting. 3) Hard Copies a) 1 copy for all submittals submitted to the Project Representative b. Hard Copy Distribution (if required in lieu of electronic distribution) 1) Tests performed by City a) Distribute 1 hard copy to the Contractor 2) Tests performed by the Contractor a) Distribute 3 hard copies to City's Project Representative 4. Provide City's Project Representative with trip tickets for each delivered load of Concrete or Lime material including the following information: a. Name of pit b. Date of delivery c. Material delivered B. Inspection 1. Inspection or lack of inspection does not relieve the Contractor from obligation to perform work in accordance with the Contract Documents. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 3/9/2020 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 Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 104341 Revised March 9, 2020 015000-1 TEMPORARY FACILITIES AND CONTROLS Pagel of 4 SECTION 0150 00 TEMPORARY FACILITIES AND CONTROLS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Provide temporary facilities and controls needed for the Work including, but not necessarily limited to: a. Temporary utilities b. Sanitary facilities c. Storage Sheds and Buildings d. Dust control e. Temporary fencing of the construction site B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements IRM9711WW1III Z%140IDleh89 ZIII]0I1117M 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 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 Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 104341 Revised July 1, 2011 01 50 00 - 2 TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 d. Contractor Payment for Construction Water 1) Obtain construction water meter from City for payment as billed by City's established rates. 3. Electricity and Lighting a. Provide and pay for electric powered service as required for Work, including testing of Work. 1) Provide power for lighting, operation of equipment, or other use. b. Electric power service includes temporary power service or generator to maintain operations during scheduled shutdown. 4. Telephone a. Provide emergency telephone service at Site for use by Contractor personnel and others performing work or furnishing services at Site. Temporary Heat and Ventilation a. Provide temporary heat as necessary for protection or completion of Work. b. Provide temporary heat and ventilation to assure safe working conditions. B. Sanitary Facilities 1. Provide and maintain sanitary facilities for persons on Site. a. Comply with regulations of State and local departments of health. 2. Enforce use of sanitary facilities by construction personnel at job site. a. Enclose and anchor sanitary facilities. b. No discharge will be allowed from these facilities. c. Collect and store sewage and waste so as not to cause nuisance or health problem. d. Haul sewage and waste off -site at no less than weekly intervals and properly dispose in accordance with applicable regulation. 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 4. Remove facilities at completion of Project C. Storage Sheds and Buildings 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor above ground level for materials and equipment susceptible to weather damage. 2. Storage of materials not susceptible to weather damage may be on blocks off ground. 3. Store materials in a neat and orderly manner. a. Place materials and equipment to permit easy access for identification, inspection and inventory. 4. Equip building with lockable doors and lighting, and provide electrical service for equipment space heaters and heating or ventilation as necessary to provide storage environments acceptable to specified manufacturers. 5. Fill and grade site for temporary structures to provide drainage away from temporary and existing buildings. 6. Remove building from site prior to Final Acceptance. D. Temporary Fencing 1. Provide and maintain for the duration or construction when required in contract documents E. Dust Control CITY OF FORT WORTH Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 104341 Revised July 1, 2011 015000-3 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 Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 104341 Revised July 1, 2011 01 50 00 - 4 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 Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 104341 Revised July 1, 2011 015526-1 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Pagel of 3 1 SECTION 0155 26 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative procedures for: 7 a. Street Use Permit 8 b. Modification of approved traffic control 9 c. Removal of Street Signs 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 —General Requirements 15 3. Section 34 71 13 — Traffic Control 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES 21 A. Reference Standards 22 1. Reference standards cited in this specification refer to the current reference standard 23 published at the time of the latest revision date logged at the end of this 24 specification, unless a date is specifically cited. 25 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Traffic Control 28 1. General 29 a. Contractor shall minimize lane closures and impact to vehicular/pedestrian 30 traffic. 31 b. When traffic control plans are included in the Drawings, provide Traffic 32 Control in accordance with Drawings and Section 34 71 13. 33 c. When traffic control plans are not included in the Drawings, prepare traffic 34 control plans in accordance with Section 34 71 13 and submit to City for 35 review. 36 1) Allow minimum 10 working days for review of proposed Traffic Control. CITY OF FORT WORT H Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 104341 Revised March 22, 2021 01 55 26 - 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1 2) A traffic control "Typical" published by City of Fort Worth, the Texas 2 Manual Unified Traffic Control Devices (TMUTCD) or Texas Department 3 of Transportation (TxDOT) canbe used as an alternative to preparing 4 project/site specific traffic control plan if the typical is applicable to the 5 specific project/site. 6 B. Street Use Permit 7 1. Prior to installation of Traffic Control, a City Street Use Permit is required. 8 a. To obtain Street Use Permit, submit Traffic Control Plans to City 9 Transportation and Public Works Department. 10 1) Allow a minimum of 5 working days for permit review. 11 2) It is the Contractor's responsibility to coordinate review of Traffic Control 12 plans for Street Use Permit, such that construction is not delayed. 13 C. Modification to Approved Traffic Control 14 1. Prior to installation traffic control: 15 a. Submit revised traffic control plans to City Department Transportation and 16 Public Works Department. 17 1) Revise Traffic Control plans in accordance with Section 34 7113. 18 2) Allow minimum 5 working days for review of revised Traffic Control. 19 3) It is the Contractor's responsibility to coordinate review of Traffic Control 20 plans for Street Use Permit, such that construction is not delayed. 21 D. Removal of Street Sign 22 1. If it is determined that a street sign must be removed for construction, then contact 23 City Transportation and Public Works Department, Signs and Markings Divisionto 24 remove the sign. 25 E. Temporary Signage 26 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting 27 requirements of the latest edition of the Texas Manual on Uniform Traffic Control 28 Devices (MUTCD). 29 2. Install temporary sign before the removal of permanent sign. 30 3. When construction is complete, to the extent that the permanent sign can be 31 reinstalled, contact the City Transportation and Public Works Department, Signs 32 and Markings Division, to reinstall the permanent sign. 33 F. Traffic Control Standards 34 1. Traffic Control Standards can be found on the City's website. 35 1.5 SUBMITTALS [NOT USED] 36 A. Submit all required documentation to City's Project Representative. CITY OF FORT WORT H Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 104341 Revised March 22, 2021 015526-3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 1 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.9 QUALITY ASSURANCE [NOT USED] 5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6 1.11 FIELD [SITE] CONDITIONS [NOT USED] 7 1.12 WARRANTY [NOT USED] 8 PART 2 - PRODUCTS [NOT USED] 9 PART 3 - EXECUTION [NOT USED] 10 11 12 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1.4 A. Added language to emphasize minimizing of lane closures and impact to traffic. 1.4 A. 1. c. Added language to allow for use of published traffic control "Typicals" if 3/22/2021 M Owen applicable to specific project/site. 1.4 F. 1) Removed reference to Buzzsaw 1.5 Added language re: submittal of permit CITY OF FORT WORT H Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 104341 Revised March 22, 2021 015713-1 STORM WATER POLLUTION PREVENTION Pagel of 3 SECTION 0157 13 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 a. Measurement and Payment shall be in accordance with Section 3125 00. 1.3 REFERENCES A. Abbreviations and Acronyms 1. Notice of Intent: NOI 2. Notice of Termination: NOT 3. Storm Water Pollution Prevention Plan: SWPPP 4. Texas Commission on Environmental Quality: TCEQ 5. Notice of Change: NOC A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. Integrated Storm Management (iSWM) Technical Manual for Construction Controls 1.4 ADMINISTRATIVE REQUIREMENTS A. General 1. Contractor is responsible for resolution and payment of any fines issued associated with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 104341 Revised July 1, 2011 0157 13 - 2 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 3. 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 01 33 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 Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 104341 Revised July 1, 2011 015713-3 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] 111\IZI]ON] DcalICC7 I Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 104341 Revised July 1, 2011 SECTION 0160 00 PRODUCT REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 01 60 00 DAP PRODUCT REQUIREMENTS Pagel 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: httns://anus.fortworthtexas.gov/ProiectResources/ and following the directory path: 02 - Construction Documents\Standard Products List A. Only products specifically included on City's Standard Product List in these Contract Documents shall be allowed for use on the Project. 1. Any subsequently approved products will only be allowed for use upon specific approval by the City. B. Any specific product requirements in the Contract Documents supersede similar products included on the City's Standard Product List. 1. The City reserves the right to not allow products to be used for certain projects even though the product is listed on the City's Standard Product List. C. Although a specific product is included on City's Standard Product List, not all products from that manufacturer are approved for use, including but not limited to, that manufacturer's standard product. D. See Section 0133 00 for submittal requirements of Product Data included on City's Standard Product List. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104341 Revised March 20, 2020 01 60 00 DAP PRODUCT REQUIREMENTS Page 2 of 2 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] DATE NAME END OF SECTION Revision Log SUMMARY OF CHANGE 10/12/12 D. Johnson Modified Location of City's Standard Product List 4/7/2014 M.Domenech Revised for DAP application 03/20/2020 D.V. Magana Removed reference to Buzzsaw and noted that the City approved products list is accessible through the City's website. CITY OF FORT WORTH Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104341 Revised March 20, 2020 016600-1 DAP PRODUCT STORAGE AND HANDLINGREQUIREMENTS Pagel 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 Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104341 Revised April 7, 2014 01 66 00 - 2 DAP PRODUCT STORAGE AND HANDLINGREQUIREMENTS Page 2 of 4 4. Deliver products or equipment in manufacturer's original unbroken cartons orother 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 ProjectRepresentative. 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 ofpremises. 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 Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104341 Revised April 7, 2014 01 66 00 - 3 DAP PRODUCT STORAGE AND HANDLINGREQUIREMENTS 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 Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104341 Revised April 7, 2014 01 66 00 - 4 DAP PRODUCT STORAGE AND HANDLINGREQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104341 Revised April 7, 2014 017000-1 MOBILIZATION AND REMOBILIZATION Page 1 of 4 1 SECTION 0170 00 2 MOBILIZATION AND REMOBILIZATION 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 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 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2016 Azalea Avenue Townhomes CPN 104341 01 70 00 - 2 MOBILIZATION AND REMOBILIZATION Page 2 of 4 1 1) Mobilization shall consist of the activities and cost on a Work Order basis 2 necessary for: 3 a) Transportation of Contractor's personnel, equipment, and operating 4 supplies to the Site for the issued Work Order. 5 b) Establishment of necessary general facilities for the Contractor's 6 operation at the Site for the issued Work Order 7 2) Demobilization shall consist of the activities and cost necessary for: 8 a) Transportation of Contractor's personnel, equipment, and operating 9 supplies from the Site including disassembly for each issued Work 10 Order 11 b) Site Clean-up for each issued Work Order 12 c) Removal of all buildings or other facilities assembled at the Site for 13 each Work Oder 14 b. Mobilization and Demobilization do not include activities for specific items of 15 work for which payment is provided elsewhere in the contract. 16 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 17 a. A Mobilization for Miscellaneous Projects when directed by the City and the 18 mobilization occurs within 24 hours of the issuance of the Work Order. 19 B. Deviations from this City of Fort Worth Standard Specification 20 1. None. 21 C. Related Specification Sections include, but are not necessarily limited to: 22 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 23 2. Division 1 — General Requirements 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment [Consult City Department/Division for direction on if 26 Mobilization pay item to be included or the item should be subsidiary. Include the 27 appropriate Section 1.2 A. 1.] 28 1. Mobilization and Demobilization 29 a. Measure 30 1) This Item is considered subsidiary to the various Items bid. 31 b. Payment 32 1) The work performed and materials furnished in accordance with this Item 33 are subsidiary to the various Items bid and no other compensation will be 34 allowed. 35 2. Remobilization for suspension of Work as specifically required in the Contract 36 Documents 37 a. Measurement 38 1) Measurement for this Item shall be per each remobilization performed. 39 b. Payment 40 1) The work performed and materials furnished in accordance with this Item 41 and measured as provided under "Measurement" will be paid for at the unit 42 price per each "Specified Remobilization" in accordance with Contract 43 Documents. 44 c. The price shall include: 45 1) Demobilization as described in Section 1.1.A.2.a.1) 46 2) Remobilization as described in Section 1.1.A.2.a.2) CITY OF FORT WORTH Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 104341 Revised November 22, 2016 017000-3 MOBILIZATION AND REMOBILIZATION Page 3 of 4 1 d. No payments will be made for standby, idle time, or lost profits associated this 2 Item. 3 3. Remobilization for suspension of Work as required by City 4 a. Measurement and Payment 5 1) This shall be submitted as a Contract Claim in accordance with Article 10 6 of Section 00 72 00. 7 2) No payments will be made for standby, idle time, or lost profits associated 8 with this Item. 9 4. Mobilizations and Demobilizations for Miscellaneous Projects 10 a. Measurement 11 1) Measurement for this Item shall be for each Mobilization and 12 Demobilization required by the Contract Documents 13 b. Payment 14 1) The Work performed and materials furnished in accordance with this Item 15 and measured as provided under "Measurement" will be paid for at the unit 16 price per each "Work Order Mobilization" in accordance with Contract 17 Documents. Demobilization shall be considered subsidiary to mobilization 18 and shall not be paid for separately. 19 c. The price shall include: 20 1) Mobilization as described in Section 1.1.A.3.a.1) 21 2) Demobilization as described in Section 1.1.A.3.a.2) 22 d. No payments will be made for standby, idle time, or lost profits associated this 23 Item. 24 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 25 a. Measurement 26 1) Measurement for this Item shall be for each Mobilization and 27 Demobilization required by the Contract Documents 28 b. Payment 29 1) The Work performed and materials furnished in accordance with this Item 30 and measured as provided under "Measurement' will be paid for at the unit 31 price per each "Work Order Emergency Mobilization" in accordance with 32 Contract Documents. Demobilization shall be considered subsidiary to 33 mobilization and shall not be paid for separately. 34 c. The price shall include 35 1) Mobilization as described in Section 1.1.A.4.a) 36 2) Demobilization as described in Section 1.1.A.3.a.2) 37 d. No payments will be made for standby, idle time, or lost profits associated this 38 Item. 39 1.3 REFERENCES [NOT USED] 40 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 41 1.5 SUBMITTALS [NOT USED] 42 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 43 1.7 CLOSEOUT SUBMITTALS [NOT USED] 44 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] CITY OF FORT WORTH Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 104341 Revised November 22, 2016 01 70 00 - 4 MOBILIZATION AND REMOBILIZATION Page 4 of 4 1 1.9 QUALITY ASSURANCE [NOT USED] 2 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 3 1.11 FIELD [SITE] CONDITIONS [NOT USED] 4 1.12 WARRANTY [NOT USED] 5 PART 2 - PRODUCTS [NOT USED] 6 PART 3 - EXECUTION [NOT USED] 7 END OF SECTION 8 9 Revision Log DATE NAME SUMMARY OF CHANGE 11/22/16 Michael Owen 1.2 Price and Payment Procedures - Revised specification, including blue text, to make specification flexible for either subsidiary or paid bid item for Mobilization. CITY OF FORT WORTH Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 104341 Revised November 22, 2016 017123-1 CONSTRUCTION STAKING AND SURVEY Page 1 of 7 1 SECTION 01 71 23 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 Survev - 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 Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104341 Revised February 14, 2018 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 01 71 23 - 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 Stakina — 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 0133 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 Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104341 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 2. Coordination 6 a. Contact City and Developer's Project Representative at least one week in 7 advance notifying the City of when Construction Staking is scheduled. 8 b. It is the Contractor's responsibility to coordinate staking such that 9 construction activities are not delayed or negatively impacted. 10 3. General 11 a. Contractor is responsible for preserving and maintaining stakes. If 12 Developer's Project Representative is required to re -stake for any reason, the 13 Contractor will be responsible for costs to perform staking. If in the opinion of 14 the City, a sufficient number of stakes or markings have been lost, destroyed 15 disturbed or omitted that the contracted Work cannot take place then the 16 Contractor will be required to stake or re -stake the deficient areas. 17 B. Construction Survey 18 1. Construction Survey will be performed by the Contractor. 19 2. Coordination 20 a. Contractor to verify that horizontal and vertical control data established in the 21 design survey and required for construction survey is available and in place. 22 3. General 23 a. Construction survey will be performed in order to construct the work shown 24 on the Construction Drawings and specified in the Contract Documents. 25 b. For construction methods other than open cut, the Contractor shall perform 26 construction survey and verify control data including, but not limited to, the 27 following: 28 1) Verification that established benchmarks and control are accurate. 29 2) Use of Benchmarks to furnish and maintain all reference lines and grades 30 for tunneling. 31 3) Use of line and grades to establish the location of the pipe. 32 4) Submit to the City copies of field notes used to establish all lines and 33 grades, if requested, and allow the City to check guidance system setup prior 34 to beginning each tunneling drive. 35 5) Provide access for the City, if requested, to verify the guidance system and 36 the line and grade of the carrier pipe. 37 6) The Contractor remains fully responsible for the accuracy of the work and 38 correction of it, as required. 39 7) Monitor line and grade continuously during construction. 40 8) Record deviation with respect to design line and grade once at each pipe 41 joint and submit daily records to the City. 42 9) If the installation does not meet the specified tolerances (as outlined in 43 Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct 44 the installation in accordance with the Contract Documents. 45 C. As -Built Survey 46 1. Required As -Built Survey will be performed by the Contractor. CITY OF FORT WORTH Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104341 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 Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104341 Revised February 14, 2018 017123-5 CONSTRUCTION STAKING AND SURVEY Page 5 of 7 1 b) Manholes and Junction Structures 2 (1) Rim and flowline elevations and coordinates for each 3 manhole and junction structure. 4 4) Stormwater — Not Applicable 5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6 1.11 FIELD [SITE] CONDITIONS [NOT USED] 7 1.12 WARRANTY 8 PART 2- PRODUCTS 9 A. A construction survey will produce, but will not be limited to: 10 1. Recovery of relevant control points, points of curvature and points of intersection. 11 2. Establish temporary horizontal and vertical control elevations (benchmarks) 12 sufficiently permanent and located in a manner to be used throughout construction. 13 3. The location of planned facilities, easements and improvements. 14 a. Establishing final line and grade stakes for piers, floors, grade beams, parking 15 areas, utilities, streets, highways, tunnels, and other construction. 16 b. A record of revisions or corrections noted in an orderly manner for reference. 17 c. A drawing, when required by the client, indicating the horizontal and vertical 18 location of facilities, easements and improvements, as built. 19 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all 20 construction staking projects. These cut sheets shall be on the standard city template 21 which can be obtained from the Survey Superintendent (817-392-7925). 22 5. Digital survey files in the following formats shall be acceptable: 23 a. AutoCAD (.dwg) 24 b. ESRI Shapefile (shp) 25 c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use 26 standard templates, if available) 27 6. Survey files shall include vertical and horizontal data tied to original project 28 control and benchmarks, and shall include feature descriptions 29 PART 3 - EXECUTION 30 3.1 INSTALLERS 31 A. Tolerances: 32 1. The staked location of any improvement or facility should be as accurate as 33 practical and necessary. The degree of precision required is dependent on many 34 factors all of which must remain judgmental. The tolerances listed hereafter are 35 based on generalities and, under certain circumstances, shall yield to specific 36 requirements. The surveyor shall assess any situation by review of the overall plans 37 and through consultation with responsible parties as to the need for specific 38 tolerances. 39 a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical 40 tolerance. Horizontal alignment for earthwork and rough cut should not exceed 41 1.0 ft. tolerance. CITY OF FORT WORTH Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104341 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 anytime 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 Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104341 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" 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 16 17 18 19 20 21 22 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 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 Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104341 Revised February 14, 2018 017719-1 DAP CLOSEOUT REQUIREMENTS Pagel of 3 SECTION 0177 19 CLOSEOUT REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. The procedure for closing out a contract B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Guarantees, Bonds and Affidavits 1. No application for final payment will be accepted until all guarantees, bonds, certificates, licenses and affidavits required for Work or equipment as specified are satisfactorily filed with the City. B. Release of Liens or Claims 1. No application for final payment will be accepted until satisfactory evidence of release of liens has been submitted to the City. 1.5 SUBMITTALS A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104341 Revised April 7, 2014 0177 19 - 2 DAP CLOSEOUT REQUIREMENTS Page 2 of 3 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] PART 2 - PRODUCTS [NOTUSED] 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 01 78 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 Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104341 Revised April 7, 2014 0177 19 - 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] DATE NAME 4/7/2014 M.Domenech END OF SECTION Revision Log SUMMARY OF CHANGE Revised for DAP application CITY OF FORT WORTH Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104341 Revised April 7, 2014 01 78 23 - 1 DAP OPERATION AND MAINTENANCE DATA Pagel 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: 8 1/2 inches x 11 inches b. Paper 1) 40 pound minimum, white, for typed pages 2) Holes reinforced with plastic, cloth or metal c. Text: Manufacturer's printed data, or neatly typewritten CITY OF FORT WORTH Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104341 Revised April 7, 2014 01 78 23 - 2 DAP OPERATION AND MAINTENANCE DATA Page 2 of 5 d. Drawings 1) Provide reinforced punched binder tab, bind in with text 2) Reduce larger drawings and fold to size of text pages. e. Provide fly -leaf for each separate product, or each piece of operating equipment. 1) Provide typed description of product, and major component parts of equipment. 2) Provide indexed tabs. f. Cover 1) Identify each volume with typed or printed title "OPERATING AND MAINTENANCE INSTRUCTIONS". 2) List: a) Title of Project b) Identity of separate structure as applicable c) Identity of general subject matter covered in the manual Binders a. Commercial quality 3-ring binders with durable and cleanable plastic covers b. When multiple binders are used, correlate the data into related consistent groupings. 4. If available, provide an electronic form of the O&M Manual. B. Manual Content Neatly typewritten table of contents for each volume, arranged in systematic order a. Contractor, name of responsible principal, address and telephone number b. A list of each product required to be included, indexed to content of the volume c. List, with each product: 1) The name, address and telephone number of the subcontractor or installer 2) A list of each product required to be included, indexed to content of the volume 3) Identify area of responsibility of each 4) Local source of supply for parts and replacement d. Identify each product by product name and other identifying symbols as set forth in Contract Documents. 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 Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104341 Revised April 7, 2014 01 78 23 - 3 DAP OPERATION AND MAINTENANCE DATA Page 3 of 5 5. Copy of each warranty, bond and service contract issued a. Provide information sheet for City personnel giving: 1) Proper procedures in event of failure 2) Instances which might affect validity of warranties or bonds C. Manual for Materials and Finishes 1. Submit 5 copies of complete manual in final form. 2. Content, for architectural products, applied materials and finishes: a. Manufacturer's data, giving full information on products 1) Catalog number, size, composition 2) Color and texture designations 3) Information required for reordering special manufactured products b. Instructions for care and maintenance 1) Manufacturer's recommendation for types of cleaning agents and methods 2) Cautions against cleaning agents and methods which are detrimental to product 3) Recommended schedule for cleaning and maintenance Content, for moisture protection and weather exposure products: a. Manufacturer's data, giving full information on products 1) Applicable standards 2) Chemical composition 3) Details of installation b. Instructions for inspection, maintenance and repair D. Manual for Equipment and Systems 1. Submit 5 copies of complete manual in final form. 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 £ 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 Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104341 Revised April 7, 2014 01 78 23 - 4 DAP OPERATION AND MAINTENANCE DATA Page 4 of 5 i. Charts of valve tag numbers, with location and function of each valve j. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage k. Other data as required under pertinent Sections of Specifications 3. Content, for each electric and electronic system, as appropriate: a. Description of system and component parts 1) Function, normal operating characteristics, and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Circuit directories of panelboards 1) Electrical service 2) Controls 3) Communications c. As installed color coded wiring diagrams d. Operating procedures 1) Routine and normal operating instructions 2) Sequences required 3) Special operating instructions e. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Adjustment and checking f. Manufacturer's printed operating and maintenance instructions g. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage h. Other data as required under pertinent Sections of Specifications 4. Prepare and include additional data when the need for such data becomes apparent during instruction of City's personnel. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Provide operation and maintenance data by personnel with the following criteria: 1. Trained and experienced in maintenance and operation of described products 2. Skilled as technical writer to the extent required to communicate essential data 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104341 Revised April 7, 2014 01 78 23 - 5 DAP OPERATION AND MAINTENANCE DATA 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] DATE NAME 8/31/2012 D. Johnson 4/7/2014 M.Domenech END OF SECTION Revision Log SUMMARY OF CHANGE 1.5.A.1 — title of section removed Revised for DAP Application Page 5 of 5 CITY OF FORT WORTH Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104341 Revised April 7, 2014 01 78 39 - 1 DAP PROJECT RECORD DOCUMENTS Pagel of 4 I'l0N114JIr:1xK6 ' U 9 6Zfli1u10►11N 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 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to City's Project Representative. 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Accuracy of Records 1. Thoroughly coordinate changes within the Record Documents, making adequate and proper entries on each page of Specifications and each sheet of Drawings and other Documents where such entry is required to show the change properly. 2. Accuracy of records shall be such that 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 Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104341 Revised April 7, 2014 01 78 39 - 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] PART2-PRODUCTS 2.1 OWNER -FURNISHED [oR] OWNER -SUPPLIED PRODUCTS [NOT USED] ���I �[KI ; � � IZflilu I �1►Y K" 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 Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104341 Revised April 7, 2014 01 78 39 - 3 DAP PROJECT RECORD DOCUMENTS Page 3 of 4 2. Preservation a. Considering the Contract completion time, the probable number of occasions upon which the job set must be taken out for new entries and for examination, and the conditions under which these activities will be performed, devise a suitable method for protecting the job set. b. Do not use the job set for any purpose except entry of new data and for review by the City, until start of transfer of data to final Project Record Documents. c. Maintain the job set at the site of work. 3. Coordination with Construction Survey a. At a minimum clearly mark any deviations from Contract Documents associated with installation of the infrastructure. 4. Making entries on Drawings a. Record any deviations from Contract Documents. b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the change by graphic line and note as required. c. Date all entries. d. Call attention to the entry by a "cloud" drawn around the area or areas affected. e. In the event of overlapping changes, use different colors for the overlapping changes. 5. Conversion of schematic layouts a. In some cases on the Drawings, arrangements of conduits, circuits, piping, ducts, and similar items, are shown schematically and are not intended to portray precise physical layout. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) However, design of future modifications of the facility may require accurate information as to the final physical layout of items which are shown only schematically on the Drawings. b. Show on the job set of Record Drawings, by dimension accurate to within 1 inch, the centerline of each run of items. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in ceiling plenum", "exposed", and the like). 3) Make all identification sufficiently descriptive that it may be related reliably to the Specifications. c. The City may waive the requirements for conversion of schematic layouts where, in the City's judgment, conversion serves no useful purpose. However, do not rely upon waivers being issued except as specifically issued in writing by the City. B. Final Project Record Documents 1. 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 Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104341 Revised April 7, 2014 01 78 39 - 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] 1117•r02l 4/7/2014 I0/:1ul0, M.Domenech END OF SECTION Revision Log SUMMARY OF CHANGE Revised for DAP Application CITY OF FORT WORTH Azalea Avenue Townhomes STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104341 Revised April 7, 2014 GC-4.02 Subsurface and Physical Conditions THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH AZALEA AVENUE TOWNHOMES STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN: XXXXXX Revised July 1, 2011 GEOTECHNICAL EXPLORATION AZALEA AVENUE TOWNHOMES NWC of Carroll Street and Azalea Avenue Fort Worth, Texas ALPHA Report No. W222274 September 26, 2022 Prepared for: WEST RIVER HOMES, LLC 830 Taylor Street Fort Worth, Texas 76102 Attention: Mr. Matthew Coop Prepared By: ALPHA #'%TEST ING A Universal Engineering Sciences Company ALPHA #XTESTING Geotechnical 5058Brush Creek Road Tel: 817.496.5600 Construction Materials Fort Worth, Texas 76119 Fax: 817.496.5608 Environmental www.alphatesting.com A Universal Engineering Sciences Company TBPELS Firm No. 813 September 26, 2022 West River Homes, LLC 830 Taylor Street Fort Worth, Texas 76102 Attention: Mr. Matthew Coop Re: Geotechnical Exploration Azalea Avenue Townhomes NWC of Carroll Street and Azalea Avenue Fort Worth, Texas ALPHA Report No. W222274 Attached is the report of the geotechnical exploration performed for the project referenced above. This study was authorized by Mr. Matthew Coop on July 26, 2022 and performed in accordance with ALPHA Proposal No. 92073 dated July 5, 2022. This report contains results of field explorations and laboratory testing and an engineering interpretation of these with respect to available project characteristics. The results and analyses were used to develop geotechnical recommendations to aid in design of foundations. Recommendations for public streets will be submitted under a separate cover. ALPHA TESTING, LLC appreciates the opportunity to be of service on this project. If we can be of further assistance, such as providing materials testing services during construction, please contact our office. Sincerely, ALPHA TESTING, LLC Gregory S. Fagan, P.E. Senior Geotechnical Engineer AF/GSF-BJH/af Copies: (I-PDF) Client S O F �TE�cs 1�1 * r .....................0 GREGORY S. FAGAN X ./ 116518 If too, <tcENs�° �1� SIONALENr— September 26, 2022 /* Brian J. Hoyt, P.E. Regional Engineer TABLE OF CONTENTS ALPHA REPORT NO. W222274 1.0 PURPOSE AND SCOPE.................................................................................................... 1 2.0 PROJECT CHARACTERISTICS...................................................................................... 1 3.0 FIELD EXPLORATION.................................................................................................... 2 4.0 LABORATORY TESTS.................................................................................................... 2 5.0 GENERAL SUBSURFACE CONDITIONS...................................................................... 2 6.0 DESIGN RECOMMENDATIONS.................................................................................... 3 6.1 Existing Fill and Past Demolition........................................................................... 3 6.2 Potential Seasonal Movements and Subgrade Improvement .................................. 4 6.2.1 Subgrade Improvement Using Moisture -Conditioning ............................... 4 6.3 Slab -on -Grade Foundation...................................................................................... 5 6.3.1 Post -Tensioned Slabs -on -Grade Design Criteria ........................................ 6 6.4 Drainage and Other Considerations........................................................................ 6 7.0 GENERAL CONSTRUCTION PROCEDURES AND GUIDELINES ............................. 7 7.1 Site Preparation and Grading.................................................................................. 7 7.2 Foundation Excavations.......................................................................................... 8 7.3 Fill Compaction...................................................................................................... 8 7.4 Utilities....................................................................................................................9 7.5 Groundwater........................................................................................................... 9 8.0 LIMITATIONS.................................................................................................................10 APPENDIX A-1 Methods of Field Exploration Boring Location Plan — Figure 1 B-1 Methods of Laboratory Testing Logs of Borings Key to Soil Symbols and Classifications ALPHA Report No. W222274 11t% 1.0 PURPOSE AND SCOPE The purpose of this geotechnical exploration is for ALPHA TESTING, LLC (ALPHA) to evaluate for West River Homes, LLC (Client) some of the physical and engineering properties of subsurface materials at selected locations on the subject site with respect to formulation of geotechnical design parameters for the subject construction. The field exploration was accomplished by securing subsurface samples from widely spaced test borings performed across the project site. Engineering analyses were performed from results of the field exploration and laboratory tests performed on representative samples. Also included are general comments pertaining to reasonably anticipated construction problems and recommendations concerning earthwork and quality control testing during construction. This information can be used to evaluate subsurface conditions and to aid in ascertaining construction meets project specifications. Recommendations provided in this report were developed from information obtained in test borings depicting subsurface conditions only at the specific boring locations and at the particular time designated on the logs. Subsurface conditions at other locations may differ from those observed at the boring locations, and subsurface conditions at boring locations may vary at different times of the year. The scope of work may not fully define the variability of subsurface materials and conditions that are present on the site. The nature and extent of variations between borings may not become evident until construction. If significant variations then appear evident, our office should be contacted to re-evaluate our recommendations after performing on -site observations and possibly other tests. 2.0 PROJECT CHARACTERISTICS It is proposed to construct townhomes on a 1.412-acre tract of land generally located on the northeast corner of the intersection of Azalea Avenue and Carroll Street in Fort Worth, Texas. A drawing illustrating the general outline of the property is provided as Figure 1, the Boring Location Plan, in the Appendix. At the time the field exploration was performed, the site consisted of a vacant property with a few trees. Review of historical images available from Google Earth® indicates residential houses have been demolished at this site. In addition, the southeast corner of the property was used for construction staging. No information regarding previous development on the site was provided to US. Review of the grading plan prepared by Shield Engineering Group (Sheet 20 dated June 30, 2022) indicates the existing topography generally slopes down to the south about 1 ft (Approximate Elevation: 537 ft to 536 ft). The finished pad elevations as shown on the referenced grading plan ranges from 535.25 ft to 539.3 ft. The referenced grading plans indicate cuts of up to 1 ft and fills of up to 3 ft will be required to achieve final grade in the building pads areas. Present plans provide for the construction of new townhomes. The new structures are expected to create light loads to be carried by the foundations. We understand the new structures will be supported using post -tensioned slab -on -grade foundations designed for potential seasonal movements of 4'/2 inches or less. No below grade areas are planned. 1 ALPHA Report No. W222274 11t\ 3.0 FIELD EXPLORATION Subsurface conditions on the site were explored by drilling a total of three (3) test borings to a depth of about 20 ft and in general accordance with ASTM D 420 using standard rotary drilling equipment. The approximate locations of the test borings are shown on the Boring Location Plan, Figure 1, enclosed in the Appendix. Details of drilling and sampling operations are briefly summarized in Methods of Field Exploration, Section A -I of the Appendix. Subsurface types encountered during the field exploration are presented on the Log of Boring sheets (boring logs) included in the Appendix. The boring logs contain our Field Technician's and Engineer's interpretation of conditions believed to exist between actual samples retrieved. Therefore, the boring logs contain both factual and interpretive information. Lines delineating subsurface strata on the boring logs are approximate and the actual transition between strata may be gradual. 4.0 LABORATORY TESTS Selected samples of the subsurface materials were tested in the laboratory to evaluate their engineering properties as a basis in providing recommendations for foundation design and earthwork construction. A brief description of testing procedures used in the laboratory can be found in Methods of Laboratory Testing, Section B-1 of the Appendix. Individual test results are presented on Log of Boring sheets in the Appendix. 5.0 GENERAL SUBSURFACE CONDITIONS Based on geological atlas maps available from the Bureau of Economic Geology, published by the University of Texas at Austin, the project site lies within the Terrace Deposits near an interface with Alluvium Deposits. Terrace Deposits and Alluvium Deposits generally consist of clays, sands and gravels. The clay soils associated with these formations are generally characterized with low to high shrink -swell potential. Subsurface conditions can also be highly variable at or near geological interfaces. Subsurface conditions encountered in the borings generally consisted of clay and clayey sand extending to the 20 ft termination depth of the borings. The upper 2 ft encountered in the borings were visually classified as fill material. More detailed stratigraphic information is presented on the attached Log of Boring sheets. The granular materials (clayey sand) encountered in the borings are considered relatively permeable and are anticipated to have a relatively rapid response to water movement. However, the clay encountered in the borings is considered relatively impermeable and is anticipated to have a relatively slow response to water movement. Therefore, several days of observation would be required to evaluate actual groundwater levels within the depths explored. The groundwater level at the subject site is anticipated to fluctuate seasonally depending on the amount of rainfall, prevailing weather conditions and subsurface drainage characteristics. Free groundwater was encountered on the drilling tools during drilling in the borings at depths of about 12 ft to 13 ft below the ground surface. Groundwater was observed in the borings at depths of about 11 ft to 15 ft immediately upon completion of drilling. However, it is common to encounter seasonal groundwater in fill soils, granular soils, or from fractures in the clayey matrix, W ALPHA Report No. W222274 particularly during or after periods of precipitation. If more detailed groundwater information is required, monitoring wells or piezometers can be installed. Further details concerning subsurface materials and conditions encountered can be obtained from the boring logs provided in the Appendix. 6.0 DESIGN RECOMMENDATIONS The following design recommendations were developed on the basis of the previously described Project Characteristics (Section 2.0) and General Subsurface Conditions (Section 5.0). Should the project criteria change, our office should conduct a review to determine if modifications to the recommendations are required. Further, it is recommended our office be contracted to review the final building plans and specifications prior to construction. The following design criteria were developed based on the grading as indicated on the grading plans referenced in Section 2.0. Cutting and filling on the site other than depicted on the referenced grading plans can alter the recommended foundation design parameters. Therefore, if changes to the project plans and specifications are made our office must be contacted to verify the appropriate design parameters are utilized for final foundation design. 6.1 Existing Fill and Past Demolition As discussed in Section 2.0, structures were demolished on the site. Any soil disturbed due to removal of structures or foundations should be re -compacted in accordance with recommendations provided in Section 6.3 or Section 7.3 as applicable. All foundation elements of the existing structures should be removed or cut off at least I ft below finished grade or 1 ft below the new structural elements, whichever is deeper. All abandoned utility lines should be either removed or positively sealed to prevent possible water seepage into subgrade soils. In addition to demolition, existing fill materials were encountered in the borings to a depth of about 2 ft below the existing ground surface. Existing fill material may also exist and extend deeper in other areas of the site not explored, particularly in areas of demolition or in the past construction staging area. It is not known if this fill was placed under engineering supervision with compaction records. If compaction records for this fill cannot be obtained, the existing fill should be considered as uncontrolled fill. Uncontrolled fill is generally not considered suitable for support of foundations due to the risk of under -compacted zones resulting in failures of weak soil and/or indeterminate levels of settlement. Any existing uncontrolled fill should be removed from the building pad area and replaced with engineered fill as recommended in Section 7.3. The excavated materials may be suitable for reuse as engineered fill provided they are free of organics, boulders, rubble, and other debris. The lateral extent, depth and nature of the existing fill are not known. Test pits could be performed prior to construction to verify the presence, lateral extent, depth, and nature of the existing fill materials. ALPHA would be pleased to provide this service if desired. ALPHA Report No. W222274 //tt 6.2 Potential Seasonal Movements and Subgrade Improvement Our findings indicate slab -on -grade foundations constructed within 3 ft of the existing grade could experience soil -related potential movements of up to about 6%2 inches due to shrinking and swelling of active clays. This estimate of potential movement is based on the assumption that any fill used in the building pads consist of onsite or similar soil with a plasticity index of 30 or less. Use of fill material with a plasticity index higher than 30 could result in potential movements exceeding our estimates. Slab foundations supported on uncontrolled fill are also subject to indeterminate levels of settlement. Any uncontrolled fill material present should be removed and replaced as discussed in Section 6.1. Potential seasonal movements were estimated using 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 Tex-124-E. Also, it was assumed a 1 psi surcharge load from the floor slab acts on the subgrade soils. Movements exceeding our estimates could occur if positive drainage of surface water is not maintained or if soils are subject to an outside water source, such as leakage from a utility line or subsurface moisture migration from off -site locations. We understand it is desired to reduce potential movements of the slab foundations to about 41/2 inches. Potential movements could be reduced to about 4%2 inches if the upper 5 ft of soil below the lowest level floor slab are moisture conditioned then covered with an impermeable plastic barrier (polyethylene sheeting). Moisture conditioning is described in Section 6.2.1. This plastic sheeting is not intended as a moisture barrier component for the actual foundation. In choosing these methods of slab movement reduction, the Client is accepting some post construction movement of slabs (about 4'/2 inches). Due to the presence of existing fill material, water pressure injection is not considered practical for this project. Our office should be contacted if recommendations for water pressure injection are desired. 6.2.1 Subgrade Improvement Using Moisture -Conditioning Estimated potential seasonal movement of the slab -on -grade foundations could be reduced to about 4'/2 inches by moisture -conditioning the upper 5 ft of soil below lowest level floor slab and covered with an impermeable plastic barrier (polyethylene sheeting). Any uncontrolled fill extending below the moisture conditioned soil zone should be removed and replaced in accordance with Sections 6.1 and 7.3. Moisture -conditioning consists of processing and compacting the specified minimum thickness of on -site soils at a "target" moisture content approximated to be between 5 and 7 percentage points above the material's optimum moisture content as determined by the standard Proctor method (ASTM D 698). Any deviation from the 5 to 7 percentage points above optimum should be verified by ALPHA during construction. The moisture - conditioned soil, free of debris and any rock fragment greater than 4 inches, should be rd ALPHA Report No. W222274 placed in about 8-inch thick loose lifts and compacted to a dry density of 93 to 98 percent of standard Proctor maximum dry density. Moisture conditioning of the on -site soil should extend throughout the entire building pad area, at least 5 ft beyond the perimeter of the building and below any adjacent flatwork for which it is desired to reduce movements. Plastic sheeting (6 to 8 mil thickness) should be placed above the moisture -conditioned soil for long-term maintenance of the moisture content of the conditioned soil. This sheeting should be placed 8 to 12 inches below final grade and should also extend at least 5 ft beyond the perimeter of the building pad. The resulting estimated potential seasonal movements of about 41/2 inches were calculated assuming the moisture content of the moisture -conditioned soil varies between the "target" moisture content and the "wet" condition while the deeper undisturbed in -situ soil within the normal zone of seasonal moisture content change varies between the "dry" condition and the "wet" condition as defined by methods outlined in TxDOT Test Method Tex-124- E. The purpose of moisture -conditioning is to reduce the free swell potential of the moisture - conditioned soil to 1 percent or less. Additional laboratory tests (i.e., standard Proctors, absorption swell tests, etc.) should be conducted during construction to verify the "target" moisture content for moisture -conditioning (estimated at 5 percentage points above the material's optimum moisture content as defined by ASTM D 698) is sufficient to reduce the free swell potential of the processed soil to 1 percent or less. In addition, it is recommended samples of the moisture -conditioned material be routinely obtained during construction to verify the free swell of the improved material is 1 percent or less. Moisture conditioning should be monitored and tested on a full-time basis by ALPHA to verify materials tested are placed with the proper degree of moisture and compaction as presented in this report. Field density tests should be performed for each lift of fill placed in each building pad area. 6.3 Slab -on -Grade Foundation The slab foundation should be designed with exterior and interior grade beams adequate to provide sufficient rigidity to the foundation system. A net allowable soil bearing pressure of 1.5 kips per sq ft may be used for design of grade beams bearing on moisture improved subgrade soils placed as recommended in Section 7.3. Grade beams should bear a minimum depth of 12 inches below final grade and should have a minimum width of 10 inches for bearing capacity considerations. To reduce cracking as normal movements, occur in foundation soils, all grade beams and the floor slab should be adequately reinforced with steel (conventional reinforcing steel and/or post -tension reinforcement). It is common to experience some minor cosmetic distress to structures with slab - on -grade foundation systems due to normal ground movements. A properly designed and constructed moisture barrier should be placed between the slab and subgrade soils to retard moisture migration throughout the slab. 5 ALPHA Report No. W222274 11tX 6.3.1 Post -Tensioned Slabs -on -Grade Design Criteria Table A contains information for design of the post -tensioned, slab -on -grade foundations. Design parameters provided below were evaluated based on the conditions encountered in the borings and using information and correlations published by PTI Third Edition and VOLFLO 1.5 computer program provided by Geostructural Tool Kit, Inc. (GTI). TABLE A Post -Tensioned Slab -on -Ground Design Criteria Potential Seasonal Movement = 4V2 inches EDGE LIFT CENTER LIFT Edge Moisture Distance, ft (em) 4.0 8.7 Differential Soil Movement, inches (ym) 2.2 (swell) 1.6 (shrink) 6.4 Drainage and Other Considerations Adequate drainage should be provided to reduce seasonal variations in the moisture content of foundation soils. All pavement and sidewalks within 5 ft of the structure should be sloped away from the building to prevent ponding of water around the foundations. Final grades within 5 ft of the structure should be adjusted to slope away from the structure at a minimum slope of 2 percent. Maintaining positive surface drainage throughout the life of the structure is essential. In areas with pavement or sidewalks adjacent to the new structure, a positive seal must be maintained between the structures and the pavement or sidewalk to minimize seepage of water into the underlying supporting soils. Post -construction movement of pavement and flatwork is common. Normal maintenance should include inspection of all joints in paving and sidewalks, etc. as well as resealing where necessary. Several factors relate to civil and architectural design and/or maintenance, which can significantly affect future movements of the foundation and floor slab system: • Preferably, a complete system of gutters and downspouts should carry runoff water a minimum of 5 feet from the completed structure. • Large trees and shrubs should not be allowed closer to the foundation than a horizontal distance equal to roughly one-half of their mature height due to their significant moisture demand upon maturing. • Moisture conditions should be maintained "constant" around the edge of the slab. Ponding of water in planters, in unpaved areas, and around joints in paving and sidewalks can cause slab movements beyond those predicted in this report. • Planter box structures placed adjacent to the building should be provided with a means to assure concentrations of water are not available to the subsoil stratigraphy. Co ALPHA Report No. W222274 • The root systems from any existing trees at this site will have dried and desiccated the surrounding clay soils, resulting in soil with near -maximum swell potential. Clay soils surrounding tree root mats within the building areas or areas to be covered with grade slabs (including but not limited to foundations, driveways, porches, patios, and sidewalks) should be removed to a depth of at least 1 ft below the root ball and compacted in -place with moisture and density control as described in Section 7.3. Trench backfill for utilities should be properly placed and compacted as outlined in Section 7.4 and in accordance with requirements of local City standards. Since granular bedding backfill is used for most utility lines, the backfilled trench should not become a conduit and allow access for surface or subsurface water to travel toward the new structures. Concrete cut-off collars or clay plugs should be provided where utility lines cross building lines to prevent water from traveling in the trench backfill and entering beneath the structures. 7.0 GENERAL CONSTRUCTION PROCEDURES AND GUIDELINES Variations in subsurface conditions could be encountered during construction. To permit correlation between test boring data and actual subsurface conditions encountered during construction, it is recommended a registered Professional Engineering firm be retained to observe construction procedures and materials. Some construction problems, particularly degree or magnitude, cannot be reasonably anticipated until the course of construction. The guidelines offered in the following paragraphs are intended not to limit or preclude other conceivable solutions, but rather to provide our observations based on our experience and understanding of the project characteristics and subsurface conditions encountered in the borings. 7.1 Site Preparation and Grading All areas supporting slab foundations, flatwork or areas to receive new fill should be properly prepared. • After completion of the necessary stripping, clearing, and excavating and prior to placing any required fill, the exposed subgrade should be carefully evaluated by probing and testing. Any undesirable material (organic material, wet, soft, or loose soil) still in place should be removed. • The exposed subgrade should be further evaluated by proof -rolling with a heavy pneumatic tired roller, loaded dump truck or similar equipment weighing approximately 20 tons to check for pockets of soft or loose material hidden beneath a thin crust of possibly better soil. Proof -rolling procedures should be observed routinely by a Professional Engineer or his designated representative. Any undesirable material (organic material, wet, soft, or loose soil) exposed from the proof roll should be removed and replaced with well - compacted material as outlined in Section 7.3. • Prior to placement of any fill, the exposed subgrade should then be scarified to a minimum depth of 6 inches and recompacted as outlined in Section 7.3. 7 ALPHA Report No. W222274 If fill is to be placed on existing slopes (natural or constructed) steeper than six horizontal to one vertical (6:1), the fill materials should be benched into the existing slopes in such a manner as to provide a minimum bench width of five (5) ft. This should provide a good contact between the existing soils and new fill materials, reduce potential sliding planes, and allow relatively horizontal lift placements. Even if fill is properly compacted, fills in excess of about 10 ft are still subject to settlements over time of up to about 1 to 2 percent of the total fill thickness. This should be considered when designing utility lines under pavement or placing other deep fills. The contractor is responsible for designing any excavation slopes, temporary sheeting or shoring. Design of these structures should include any imposed surface surcharges. Construction site safety is the sole responsibility of the contractor, who shall also be solely responsible for the means, methods and sequencing of construction operations. The contractor should also be aware that slope height, slope inclination or excavation depths (including utility trench excavations) should in no case exceed those specified in local, state and/or federal safety regulations, such as OSHA Health and Safety Standard for Excavations, 29 CFR Part 1926, or successor regulations. Stockpiles should be place well away from the edge of the excavation and their heights should be controlled so they do not surcharge the sides of the excavation. Surface drainage should be carefully controlled to prevent flow of water over the slopes and/or into the excavations. Construction slopes should be closely observed for signs of mass movement, including tension cracks near the crest or bulging at the toe. If potential stability problems are observed, a geotechnical engineer should be contacted immediately. Shoring, bracing or underpinning required for the project (if any) should be designed by a professional engineer registered in the State of Texas. Due to the nature of the clayey soils found near the surface at the borings, traffic of heavy equipment (including heavy compaction equipment) may create pumping or rutting and general deterioration of shallow soils. Therefore, some construction difficulties should be anticipated during periods when these soils are saturated. 7.2 Foundation Excavations All foundation excavations should be properly monitored to verify loose, soft or otherwise undesirable materials are removed, and foundations will bear on satisfactory material. Soil exposed in the base of all foundation (grade beam) excavations should be protected against detrimental change in condition, such as surface sloughing or side disturbance, rain or excessive drying. Surface runoff should be drained away from excavations and not allowed to pond in the bottom of the excavation. Concrete for foundations should be placed as soon as practical after the excavation is made. That is, the exposed foundation soils should not be allowed to become excessively dry or wet before placement of concrete. 7.3 Fill Compaction The following compaction recommendations pertain to general fill. Moisture conditioned soil should conform to the recommendations provided in Section 6.2.1. ALPHA Report No. W222274 Clayey soils with a plasticity index equal to or greater than 25 should be compacted to a dry density between 93 and 98 percent of standard Proctor maximum dry density (ASTM D 698). The compacted moisture content of the clays during placement should be within the range of 2 to 6 percentage points above optimum. Clay and clayey sand soils with a plasticity index less than 25 should be compacted to a dry density of at least 95 percent of standard Proctor maximum dry density (ASTM D 698) and within the range of 1 percentage point below to 3 percentage points above the material's optimum moisture content. Clayey materials used as fill should be processed and the largest particle or clod should be less than 6 inches prior to compaction. Where fills are deeper than 10 ft, the fill/backfill below 10 ft should be compacted to at least 98 percent of standard Proctor maximum dry density (ASTM D-698) and within 2 percentage points of the material's optimum moisture content. The portion of the fill/backfill shallower than 10 ft should be compacted as outlined herein. Compaction should be accomplished by placing fill in about 8-inch-thick loose lifts and compacting each lift to at least the specified minimum dry density. Field density and moisture content tests should be performed on each lift. 7.4 Utilities Where utility lines are deeper than 10 ft, the fill/backfill below 10 ft should be compacted to at least 100 percent of standard Proctor maximum dry density (ASTM D 698) and within —2 to +2 percentage points of the material's optimum moisture content. The portion of the fill/backfill shallower than 10 ft should be compacted as previously outlined. Density tests should be performed on each lift (maximum 12-inch thick) and should be performed as the trench is being backfilled. Even if fill is properly compacted, fills in excess of about 10 ft are still subject to settlements over time of up to about 1 to 2 percent of the total fill thickness. This should be considered when designing pavement over utility lines and/or other areas with deep fill. If utility trenches or other excavations extend to or beyond a depth of 5 ft below construction grade, the contractor or others shall be required to develop an excavation safety plan to protect personnel entering the excavation or excavation vicinity. The collection of specific geotechnical data and the development of such a plan, which could include designs for sloping and benching or various types of temporary shoring, is beyond the scope of this study. Any such designs and safety plans shall be developed in accordance with current OSHA guidelines and other applicable industry standards. 7.5 Groundwater Groundwater was encountered in the borings at depths of about 11 ft to 15 ft. However, from our experience, shallow groundwater seepage could be encountered in excavations for foundations, utilities and other general excavations at this site. The risk of seepage increases with depth of excavation and during or after periods of precipitation. Standard sump pits and pumping may be I ALPHA Report No. W222274 11tX adequate to control seepage on a local basis. Where groundwater is encountered in granular soils, sump pits may not be adequate to control seepage and supplemental dewatering measures may be necessary to control groundwater seepage. Supplemental dewatering measures include (but are not limited to) submersible pumps in slotted casings and well points. In any areas where cuts are made, attention should be given to possible seasonal water seepage that could occur through natural cracks and fissures in the newly exposed stratigraphy. In these areas subsurface drains may be required to intercept seasonal groundwater seepage. The need for these or other dewatering devices should be carefully addressed during construction. Our office could be contacted to visually observe final grades to evaluate the need for such drains. 8.0 LIMITATIONS Professional services provided in this geotechnical exploration were performed, findings obtained, and recommendations prepared in accordance with generally accepted geotechnical engineering principles and practices. The scope of services provided herein does not include an environmental assessment of the site or investigation for the presence or absence of hazardous materials in the soil, surface water or groundwater. ALPHA, upon written request, can be retained to provide these services. ALPHA is not responsible for conclusions, opinions or recommendations made by others based on this data. Information contained in this report is intended for the exclusive use of the Client (and their designated design representatives) and is related solely to design of the specific structures outlined in Section 2.0. No party other than the Client (and their designated design representatives) shall use or rely upon this report in any manner whatsoever unless such party shall have obtained ALPHA's written acceptance of such intended use. Any such third party using this report after obtaining ALPHA's written acceptance shall be bound by the limitations and limitations of liability contained herein, including ALPHA's liability being limited to the fee paid to it for this report. Recommendations presented in this report should not be used for design of any other structures except those specifically described in this report. In all areas of this report in which ALPHA may provide additional services if requested to do so in writing, it is presumed that such requests have not been made if not evidenced by a written document accepted by ALPHA. Further, subsurface conditions can change with passage of time. Recommendations contained herein are not considered applicable for an extended period of time after the completion date of this report. It is recommended our office be contacted for a review of the contents of this report for construction commencing more than one (1) year after completion of this report. Non- compliance with any of these requirements by the Client or anyone else shall release ALPHA from any liability resulting from the use of, or reliance upon, this report. Recommendations provided in this report are based on our understanding of information provided by the Client about characteristics of the project. If the Client notes any deviation from the facts about project characteristics, our office should be contacted immediately since this may materially alter the recommendations. Further, ALPHA is not responsible for damages resulting from workmanship of designers or contractors. It is recommended the Owner retain qualified personnel, such as a Geotechnical Engineering firm, to verify construction is performed in accordance with plans and specifications. 10 APPENDIX ALPHA Report No. W222274 //tt A-1 METHODS OF FIELD EXPLORATION Using standard rotary drilling equipment, a total of three (3) test borings were performed for this geotechnical exploration at the approximate locations shown on the Boring Location Plan, Figure 1. The boring locations were staked by using a handheld GPS device or by pacing/taping and estimating right angles from landmarks which could be identified in the field and as shown on the site plan provided during this study. The locations of the test borings shown on the Boring Location Plan are considered accurate only to the degree implied by the methods used to define them. Relatively undisturbed samples of the cohesive subsurface materials were obtained by hydraulically pressing 3-inch O.D. thin -wall sampling tubes into the underlying soils at selected depths (ASTM D 1587). These samples were removed from the sampling tubes in the field and evaluated visually. One representative portion of each sample was sealed in a plastic bag for use in future visual evaluation and possible testing in the laboratory. Some soil samples were obtained using split -spoon sampling procedures in accordance with ASTM Standard D 1586. Disturbed samples were obtained at selected depths in the borings by driving a standard 2-inch O.D. split -spoon sampler 18 inches into the subsurface material using a 140-pound hammer falling 30 inches. The number of blows required to drive the split -spoon sampler the final 12 inches of penetration (N-value) is recorded in the appropriate column on the Log of Boring sheets. Logs of the borings are included in the Appendix. The logs show visual descriptions of subsurface strata encountered using the Unified Soil Classification System. Sampling information, pertinent field data, and field observations are also included. Samples not consumed by testing will be retained in our laboratory for at least 14 days and then discarded unless the Client requests otherwise. • � k a y } ¢- *4 7r ss1 dc 4 # r' *y� Lip n M�l4 fF, it LT• 44 h7 m i Lr B-3 R�7gm .� - 4T ' .. ' jil •b riy fe-VYrhT. V OF k b>QY i sF. LrF.K +If 4, I II ut . d I Al u"lk.'I i �r j Fix' '.•I 'r-e.,e:r , YfN9NMGI" }I ¢4 r�.siel}5 y jIII III ._m* � i� SIQIT 4rS l[r$i*AQ I .41'w. 1 B-2 u • i } 5^� �h.1 N.f 1 r I1 ~ 1•.� I! I t �T I - O 4 ■p �� 1 LOT .1 WP h!it L I I Fs.G]/SR l T •.� 41 GEOTECHNICAL EXPLORATION it 19 H A E T I N A APPROXIMATE BORING LOCATION AZALEA AVENUE TOWNHOMES NWC OF CARROLL STREET AND AZALEA AVENUE FORT WORTH, TEXAS ALPHA PROJECT NO. W222274 INHERE IT ALL BEGINS FIGURE 1 BORING LOCATION PLAN ALPHA Report No. W222274 11tX B-1 METHODS OF LABORATORY TESTING Representative samples were evaluated and classified by a qualified member of the Geotechnical Division and the boring logs were edited as necessary. To aid in classifying the subsurface materials and to determine the general engineering characteristics, natural moisture content tests (ASTM D 2216), Atterberg-limit tests (ASTM D 4318), percent material passing the No. 200 sieve tests (ASTM D 1140) and dry unit weight determinations were performed on selected samples. In addition, unconfined compressive strength tests (ASTM D 2166) and pocket -penetrometer tests were conducted on selected clay soil samples to evaluate soil shear strength. Results of the laboratory tests described above are provided on the Log of Boring sheets. In addition to the Atterberg-limit tests, the expansive properties of the clay soils were further analyzed by absorption swell tests. The swell test is performed by placing a selected sample in a consolidation machine and applying either the approximate current or expected overburden pressure and then allowing the sample to absorb water. When the sample exhibits very little tendency for further expansion, the height increase is recorded, and the percent free swell and total moisture gain calculated. Results of the absorption swell tests are provided on the Log of Boring sheets . ALPHA /TESTING WHERE IT ALL BEGINS 5058 Brush Creek Rd. BORING NO.: Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222274 www.alphatesting.com Client: West River Homes, LLC. Location: Fort Worth, Texas Project: Azalea Avenue Townhomes Surface Elevation: Start Date: 8/3/2022 End Date: 8/3/2022 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): 13 oZAfter Drilling (ft): 15 O 7After Hours (ft): MATERIAL DESCRIPTION Brown CLAY with sand - FILL jBrown CLAY —5 j 10� j Tan CLAYEY SAND J XZ _151 20 TEST BORING TERMINATED AT 20 FT 2.0 11.0 Hammer Drop (lbs / in): 140 / 30 o.S d E a) t _ x E E o 2 N� 00 0o 0E tea) N m� w e C o J o J � y 0 a ow oZ a° o .S c a� p�� U n .5 3 Z Ha a- 4.5+ 82 12 44 18 26 4.5+ 13 41 18 23 0.0 4.5+ 12 3.9 4.5+ 14 46 18 28 1.1 4.5+ 16 1.25 16 20.0 X 19 18 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 2 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222274 www.alphatesting.com West River Homes, LLC. Location: Fort Worth, Texas Azalea Avenue Townhomes Surface Elevation: 8/3/2022 End Date: 8/3/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): 12 oZAfter Drilling (ft): 14 O 7After Hours (ft): MATERIAL DESCRIPTION Brown CLAY with sand - FILL Brown CLAY 5 — � Brown CLAY 10 j Tan CLAYEY SAND _15 20 TEST BORING TERMINATED AT 20 FT Hammer Drop (lbs / in): 140 / 30 o.S d E a) ;= _ x E E o 2 N� 00 0o 0E tea) N m� w e C o J o J � y 0 a ow oZ a° o .S c a� p�� U n .5 3 (n x� o� o a Z C J a Ha a- 1 4.5+ 13 2.0 8.0 13.0 1 20.0 X 4.5+ 13 4.5+ 11.9 114 13 52 17 35 2.5 4.5+ 13 4.5+ 15 48 16 32 1.3 1.5 44 18 24 13 11 20 20 ALPHA /TESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 3 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W222274 www.alphatesting.com West River Homes, LLC. Location: Fort Worth, Texas Azalea Avenue Townhomes Surface Elevation: 8/3/2022 End Date: 8/3/2022 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS XZOn Rods (ft): 12 oZAfter Drilling (ft): 11 O 7After Hours (ft): MATERIAL DESCRIPTION Brown CLAY with sand - FILL jBrown CLAY —5 j 10� j _ � 1 Tan CLAYEY SAND _15� 20 TEST BORING TERMINATED AT 20 FT 2.0 11.0 Hammer Drop (lbs / in): 140 / 30 o.S d E a) t _ x E E o 2 N� 00 0o 0E tea) N m� w e C o J o J � y 0 a ow oZ a° o .S c a� p�� U n .5 3 (n CU x� o� o a Z C J a Ha a- 1 4.5+ 12 4.5+ 12 4.5+ 13 45 17 28 4.0 4.5+ 13 4.5+ 14 40 18 22 10 21 20.0 X 28 20 A L P H A #NtTESTING KEY TO SOIL SYMBOLS WHERE IT ALL BEGINS AND CLASSIFICATIONS SOIL & ROCK SYMBOLS RELATIVE DENSITY OF COHESIONLESS SOILS (blows/ft) ® (CH), High Plasticity CLAY VERY LOOSE 0 TO 4 ® (CL), Low Plasticity CLAY LOOSE 5 TO 10 MEDIUM 11 TO 30 (SC), CLAYEY SAND DENSE 31 TO 50 VERY DENSE OVER 50 (SP), Poorly Graded SAND (SW), Well Graded SAND SHEAR STRENGTH OF COHESIVE SOILS (tsfl (SM), SILTY SAND VERY SOFT LESS THAN 0.25 SOFT 0.25 TO 0.50 IN(ML), SILT FIRM 0.50 TO 1.00 STIFF 1.00 TO 2.00 ® (MH), Elastic SILT VERY STIFF 2.00 TO 4.00 HARD OVER 4.00 19 LIMESTONE RELATIVE DEGREE OF PLASTICITY (PI) ® SHALE / MARL LOW 4 TO 15 SANDSTONE MEDIUM 16 TO 25 HIGH 26 TO 35 o (GP), Poorly Graded GRAVEL VERY HIGH OVER 35 (GW), Well Graded GRAVEL ® (GC), CLAYEY GRAVEL RELATIVE PROPORTIONS (%) W (GM), SILTY GRAVEL m(OL), ORGANIC SILT TRACE 1 TO 10 LITTLE 11 TO 20 SOME 21 TO 35 (OH), ORGANIC CLAY AND 36 TO 50 1mm S SAMPLING SYMBOLS PARTICLE SIZE IDENTIFICATION (DIAMETER) ■SHELBY TUBE (3" OD except where BOULDERS 8.0" OR LARGER noted otherwise) COBBLES 3.0" TO 8.0" SPLIT SPOON (2" OD except where COARSE GRAVEL 0.75' TO 3.0" noted otherwise) FINE GRAVEL 5.0 mm TO 3.0" ® AUGER SAMPLE COURSE SAND 2.0 mm TO 5.0 mm ❑ TEXAS CONE PENETRATION MEDIUM SAND FINE SAND 0.4 mm TO 5.0 mm 0.07 mm TO 0.4 mm ❑SILT ROCK CORE (2" ID except where CLAY 0.002 mm TO 0.07 mm LESS THAN 0.002 mm noted otherwise) GC-6.09 Permits & Utilities THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH AZALEA AVENUE TOWNHOMES STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN: XXXXXX Revised July 1, 2011 SHEET INDEX TREE SYMBOL LEGEND Fl �%' ' T � �.- �'- �,wq Table 3: Tree Survey Data (refer to Table 2 codes ) A1.1 URBAN FORESTRY PLAN PHASE 1� A1.2 OF CALCULATIONS AND DETAILS PHASE 1 6 N ,M o N A1.3 URBAN FORESTRY PLAN PHASE 2 EXISTING TREE TO BE PRESERVED _ F " _ � _ a s w N = cc N 3 '* `° ° ° _ to O CU A1.4 OF CALCULATIONS PHASE 2 r-=-"�"""-� n a o o z a' X - a E = w t>) u1 C E m A1.5 TREE PROTECTION DETAILS AND NOTES 0' " a U' 1 Green Ash 21 962 REM \r EXISTING TREE TO BE REMOVED -"w�yv ��• - ,., ti ' = 2 Bradford Pear 16 314 REM Western 3 Soapberry g 123 REM Multi -Trunk j VICINITY MAP 4 Callery Pear 9.5 ,137 REM Multi -Trunk 1 5 Ornamental Pear 11 79 REM ROW Prohibited Species, No Mitigation Ire FLOODPLAJN SE+AENT _ I I per City Forester D� C#D21' EASEMENT D0C#D219 } 776603 1 Western Poor Condition, No Mitigation per d�C`�02 5�1775603 � � � 5, 5' � 6 6 ,177 REM ROW ---------------------- Off] Soapberry City Forester 7 Green Ash 5 113 REM UE FFMr�� � -- — --'-- � --�-- — i--'— —`�'— —y—W `=y ------ — 8 Callery Pear 7.5 ,133 REM Multi -Trunk -- — �— 9 Mimosa 2 28 REM #' w/YCAP 816.f0' `$rJp — Ti 7.40' S6.' 1\ — % 10 Mimosa 7 ,201 REM DDH i� \ 23 _4AT if 11 Pecan 9 380 REM ,� 1 �k�i 16� 12 Fruitless Mulberry 4 64 REM UNDER6 Multi -Trunk T\\ _ / I — — , �� j 2413 Box Elder 9 415 PRES Poor Trunk Condition 1 / 7 $ 1 , / 7 Lo7.T 25 \ -jr _ 14 Live Oak 2 20 REM UNDER6 \,;�._ / � \26 \ 15 Pecan 9.5 ,491 PRES ROW 10, // \�� \ t = ! 16 Callery Pear 10.5 241 REM r 1�/ �� / L — ` �� 17 Laurel 15.5 380 REM Multi -Trunk ~— 27�\ 18 Anacua 22.5 380 REM Multi -Trunk 1 7 7 \�/ 18 �\ I\ jar _ 19 Pecan 18 962 PRES you 20 Shumard Oak 14 707 PRES —724 �EN-C �f +q 12� \ \� // \� / 21 Red Oak 8 380 PRES ROW 2 �- AVE � f L ; �T � � rr� � — /— — � -� 22 Red Oak 10 452 PRES ROW I \ \ _ _ �� �I �!y(*' - J' ` 1 23 Hackberry 9 154 REM Multi Trunk 1 /� 2�� f t 24 Hackberry 8.5 154 REM Multi -Trunk 't4 -4 AVE I+ • ' C 25 Mexican Pistache 11 346 REM I ;* ` / + + RESIDENCE 1 26 Shumard Oak 7 241 REM + • _ �� % + I irs 27 Mulberry 11 346 REM DDH Multi -Trunk • 20 4 O&M, ��� `'� , I 28 Chinese Pistache 11 415 PRES ROW r 29 Red Oak 15 755 REM ROW Mitigation Required ' 19 • • • • • • ■ 30 Peach 2 28 REM ROW No Mitigation per City Forester 1 ■ 0 P4V r a 'IRS • MEMO 8'aRF' No Mitigation per City Eke • 1 \ i 2$'!1' 31 Peach 2 28 REM ROW Forester r 22 : kvuq \ \ 1 I No Mitigation per City .5 29 II 32 Althea Rose 2 28 REM ROW �� Forester TREE PROTECTION, TYP 33 34 ■/ . .-- SEE DETAIL 1/A1.5 J%Z hw —_ L E N, — 33 Peach 2 28 REM ROW No Mitigation per City Forester AVIE No Mitigation per City (50' RIGHT—OF-WAY) 34 Peach 2 28 REM ROW Forester PLAT: LINWOOD ADDITION - VOLUME 388-B PAGE 181- YEAR 1943 VOL 588_B' P. 181 JRBANWORTH 2013 Thomas Place Fort Worth, TX 76107 817-789-5513 m www.urbanworthco.com darn@urbanworthco.com 0 U n 0 0 u ZZ�*x o a = H = M_ C Y0 oe� , O Z O z 330'0 @� OQIo�� UA�M�000 E d w o O a U�2Z 10 6 Q — N E Z!L2 LLB E :n � " U� ��u a 0 0 co y o �o z edw'zzz ZZ<LLo P OIL0) Z 3�LU oLU Q �O p l!J N Z Oo go 3p m4 U k0 O 03 D�o u; a wp zr m N m < a� m o Z O Y N� 3ZU N - 10 oU 0 6 111, 6/3/21 URBAN FORESTRY PERMIT dL A A A URBAN FORESTRY PLAN - PHASE 1 00 30 60 120 _ZZZ— SCALE :: 1" = 30'-0" All Table 1: Urban Forestry Requirement Calculator Permit #: A Existing Site Information I Calculation Square Feet Acres 1 Gross area of lot(s) or tract(s) �1 , 33,976 , 0.77 2 Public utility easements 1,233 , 0.02 3 Net Urban Forestry Area (applicable to tree requirements) Al-A2 32,743 , 0.75 4 Area of parking and drives3 (single/two-family are exempt) 0 , 0.00 5 Presery method/Existing tree canopy area4 Method A Preservation 5,095 , 0.11 B Significant TreesS (Must Use Tables 2 & 3) Calculation Square Feet DBH 1 All Post Oaks/Blackjack Oaks >_ 18" dbh (complete Table 3) 0 0 2 All other trees >_ 27" dbh (regardless of species or location) (complete Table 3) 0 , 0 3 Total of significant trees to be preserved (complete Table 3) 0 0 4 Significant tree preservation credit D3 ft2 x 0.5 0 5 Total of significant trees to be removed (complete Table 3) 0 0 C Significant Tree Removal Mitigation Options5 (Must Use Tables 2 & 3) Square Feet $ 1 Additional Tree Preservation (complete Table 3) 0 2 Additional Tree Planting (complete Table 3) 0 3 Pay Into Tree Fund (complete Table 3) $0 0/ D Mitigation For Loss Of Preserved Trees6 (Reserved for City Staff Use) Calculation Square Feet $ 1 Increase min. planting & required site canopy 5X tree area (from Table 2&3) 0 2 Penalty for non -approved tree removal or lack of required protection (from Table 2&3) $0.00 E Site Canopy Requirements Calculation Square Feet Acres 1 Land Use - base requirement I Mixed -Use (MU-1 &2,UR) A3 x % I 5% 1,637 0.03 2 Add 5% for preservation method B ("protected trees") A3x .05 0 0.00 3 Mitigation for significant tree remova15 (plant/preservation) C1+C2 0 0.00 4 Mitigation for dead/declining/damaged "preserved trees" 6 (plant) D1 0 0.00 5 Total required canopy coverage for site E1+E2+E3+E4 1,637 0.03 6 Required canopy within or adjacent to parking/drive areas3 A4 x 0.40 0 0.00 F Preservation of Existing Canopy Calculation Square Feet Acres 1 Preservation requirement7 (25%) A5 x 0.25 1,274 , 0.02 3 Additional preservation option to mitigate significant trees C1 , 0 , 0.00 4 Total preservation requirement F1+F2+F3 1,274 , 0.02 5 Area of existing canopy preserved 22.0% 1,122 , 0.02 6 Total preservation credit toward planting B4+F5 1,122 , 0.02 7 Preservation balance F5-F4 - , 1152 -, 0.00 JRBANWORTH 2013 Thomas Place Fort Worth, TX 76107 817-789-5513 m www.urbanworthco.com da rin Mu rban Worthco.co m E UU n 0 6 �2 Z x o ,Z 11 j000�s Z Z z 33:-.4 EQ�� OQo��'� U A =-1 E. d Z o O a U�o ad w W Z N 0 O Z m N o Uw �°ua.`o 0 oo y o �o Z� e �++ QZO <z0 z 0 P Od5F Z 3I O � a O �Z o LL z �o p l!J Z oo U�o 3p U �m4 .o O 03 D�oo J ui >0 Q wp zr N m � < m Q � m � Q N O LIJ W GoU 6/3/21 URBAN FORESTRY PERMIT A1.2 TREE SYMBOL LEGEND TREE SYMBOL LEGEND " `. "ft, iT Table 3: Tree Survey Data (refer to Table 2 codes ) P. SHUMARD RED OAK - 3" CALIPER - EXISTING TREE TO Q a'9_ '� t Mai S co W o ~ o 3 d "' g w 'N c .cc m QUANTITY = 5 BE PRESERVED [ _ _ ¢ M J Q.�.wrl. a ~ E a o a�i in w c E o m c N N9 i .-r,. w,-•r.- U U L cn o E \\N J � a U �t,u 1Md, ` > + �•� ��-w, " 1 Green Ash 21 962 REM a O x TEXAS ASH - 3" CALIPER - % _� EXISTING TREE TO--„,,,,� '! 2 Bradford Pear 16 314 REM QUANTITY = 5 % — 7 BE REMOVED I(f�� a,�,. 3 Western91 9 123 REM Multi -Trunk Soapberry VICINITY MAP 4 Callery Pear 9.5 ,137 REM Multi -Trunk 5'-05 Ornamental Pear 11 79 REM ROW " UTILITY EASEMENT Prohibited Species, No Mitigation per City Forester 6 Western 6 177 REM ROW Poor Condition, No Mitigation per Soapberry City Forester 246.60' 7 Green Ash 5 113 REM UE 8 Callery Pear 7.5 133 REM Multi -Trunk 7 � -7 ' 9 Mimosa 2 , 28 REM .. .N 0.1■ AC 10 Mimosa 7 201 REM DDH 24 fiOC�7 f3RiV� / 23 _� O _ \ 11 Pecan 9 380 REM s i 16\ 12 Fruitless Mulberry 4 64 REM UNDER6 Multi-Trunk �$� 25 13 Box Elder 9 415 PRIES Poor Trunk Condition / 7 T 11 _ — /' �` ` 14 Live Oak 2 20 REM UNDER6 Ir 15 Pecan 9.5 491 PRIES ROW 16 Callery Pear 10.5 241 REM 17 Laurel 15.5 380 REM Multi -Trunk 18 Anacua 22.5 380 REM Multi -Trunk 19 Pecan 18 962 PRIES \! i°ul4��✓/ /—�� ' i U i���•���" �""7' ��� a 20 Shumard Oak 14 707 PRIES O 21 Red Oak 8 380 PRES ROW =� r f 22 Red Oak 10 452 PRIES ROW f ( / — ;�� /;✓�r�yhriiily�w�\ ��\( > 23 Hackberry 9 154 REM Multi -Trunk 4 O CI: 1 24 Hackberry 8.5 154 REM Multi -Trunk 25 Mexican Pistache 11 346 REM O ` " \r`\j \dal ir�if�` ♦ ■E� 4y� lr�,fr ���� 626 Shumard Oak 7 241 REM C1427 Mulberry 11 346 REM DDH Multi Trunk ■ ■ 4 ti ` 28 Chinese Pistache 11 415 PRIES ROW 29 Red Oak 15 755 REM ROW Mitigation Required _ r■ TREE PLANTING DETAIL `••♦� ��- ` ■ 2$ "k 30 Peach 2 28 REM ROW No Mitigation per City "� • ♦ Forester 3/A1.5 TYPICAL FOR ALL TREES �/ - ry� �� 31 Peach 2 28 REM ROW No Mitigation per City Foresterr �� ifi/ ■♦ �� ■ �� / t - 32 Althea Rose 2 28 REM ROW No Mitigation per City 33 34 �� / �/ Forester TREE PROTECTION, TYP 33 Peach 2 28 REM ROW No MitiForestation erer City SEE DETAIL 1/A1.5 34 Peach 2 28 REM ROW No Mitigation per City PLAT: LINWOOD ADDITION - VOLUME 388-B PAGE 181- YEAR 1943 Forester JRBANWORTH 2013 Thomas Place Fort Worth, TX 76107 817-789-5513 m www.urbanworthco.com darn@urbanworthco.com 0 n U 0 0 ��^ - Zz�#x o = M C Z O0� 0 =o z33 000 @� oE<oo U��o 000 E d Z o O a 10 Z U�o Q — N E H K W Z P m p Z�OLL"so Utu a 0 0 y oo Z �o z edw'zzz ZZLLo P Z o o- 000 ) 3� o � Q �o p l!J z oo ��gao 3o U �m4 .o O Z 03 0;o0 u; a wp zr N m < m a� moo N O LIJ W N� <x GoU 6/3/21 URBAN FORESTRY PERMIT A A A A A URBAN FORESTRY PLAN - PHASE 2 00 30 60 120 —111— SCALE :: 1" = 30'-0" Al 3 H I New Tree Planting I Calculation Qty Square Feet Acres 1 Required tree planting E5-F6 , ,515 0.01 2 Large canopy trees: 2000 ft2 per tree at 40ft or greater spacing 2000 x 5 10,000 0.22 3 Medium canopy trees: 700 ft2 per tree at 25ft or greater spacing 700 x 5 3,500 0.08 4 Small canopy trees: 100 ft2 per tree at 8ft or greater spacing 100 x , 0 0.00 5 Subtotal (deduct for spacing below) H2+H3+H4 113,500 0.30 6 Deductions for spacing8 Size/Spacing (ft) Deduct x Qty Total ft2 Lg 35 200 0 New Trees Lg 30 450 5 2,250 *Deduct per spacing and not per tree. Lg 25 700 0 *For mixed size spacing use the smaller tree size's deduction. Lg 20 1,000 0 Lg 15 1,250 0 Med 20 150 5 750 Med 15 250 0 Med 10 400 0 7 Total Spacing Deduction Sum H6 totals 3,000 8 Total Planting (includes spacing deductions) H5-H7 10,500 0.24 1 Tree Canopy For Parking Areas3 Calculation Square Feet $ 1 Required canopy within or adjacent to parking/drive areas E6 , , 0 0.00 2 3 J Area of canopy coverage being provided for parking/drive Excess/deficient parking canopy Fulfillment Of Overall Site Tree Canopy 12-13 , , 0 0.00 0.00 1 2 3 Total required canopy coverage for site E5 F6+H8 I J2-J1 , 1,637 111,622 , 9,985 0.03 0.26 0.22 Provided canopy coverage Excess/deficient overall canopy JRBANWORTH 2013 Thomas Place Fort Worth, TX 76107 817-789-5513 m www.urbanworthco.com darn@urbanworthco.com c UU n 000 0 �2^ Z x o ,Z 11 0 00 oe ^ O jo0�s ZZz33o°0@� EQ�� OQo��'� U A =-1 E. d Z o O a U�o H K W Z P m 0Z °LL�2 U� 0 oo y o �o Z� '<0 e dwz W w Q Z Q ZZiwo Q P 0 L) R Z W 3� o Lu a O n Z 1 LL �o Z p l!J Z oo 3p U �m4 .o O 03 o J w ,a wp zr Q m a � N O Lu FN- 0- GoU 6/3/21 URBAN FORESTRY PERMIT a A1.4 TREE PROTECTION NOTES: 1. EXISTING TREES SHOWN TO REMAIN ARE TO BE PROTECTED DURING CONSTRUCTION. CHAINLINK FENCING (MIN. 4'-0" HEIGHT) SHALL BE INSTALLED AT THE DRIP LINE OF ALL TREES OR TREE GROUPS TO REMAIN. PARKING OR VEHICLES OR PERFORMING WORK WITHIN THESE AREAS OTHER THAN SHOWN ON THE PLAN WILL NOT BE ALLOWED. THE TREE PROTECTION SHALL REMAIN DURING CONSTRUCTION. OTHER TREE PROTECTION MEASURES SHALL BE IN ACCORDANCE WITH THE CITY'S STANDARDS AND ORDINANCES. 2. DISPOSAL OF ANY WASTE MATERIAL SUCH AS, BUT NOT LIMITED TO, PAINT, ASPHALT, OIL SOLVENTS, CONCRETE, MORTAR, ETC. WITHIN THE CANOPY AREA OF THE EXISTING TREES SHALL NOT BE ALLOWED. 3. NO ATTACHMENTS OR WIRES OF ANY KIND, OTHER THAN THOSE OF A PROTECTIVE NATURE, SHALL BE ATTACHED TO ANY TREE. 4. NO FILL OR EXCAVATION OF ANY NATURE SHALL OCCUR WITHIN THE DRIP LINE OF A TREE TO BE PRESERVED, UNLESS THERE IS A SPECIFIED WELL OR RETAINING WALL SHOWN ON THE GRADING PLAN. 5. NO MATERIALS SHALL BE STORED WITHIN THE DRIPLINE AREA OF A TREE TO BE PRESERVED. 6. ROW PROTECTIVE TREE FENCING TO BE PUT IN PLACE BEFORE GRADING/CONSTRUCTION BEGINS AND REMAIN UNTIL COMPLETION OF THE PROJECT 7. ROW PROTECTIVE TREE FENCING TO BE INSPECTED BY THE CITY FORESTER BEFORE GRADING/CONSTRUCTION BEGINS. PROVIDE 48 HRS MINIMUM NOTICE. citytreepermits@fortworthtexas.gov (EMAIL) OR 817-392-6738 8. BILINGIAL SIGN ON PRETECTIVE FENCING IN ENGLISH AND SPANISH READS, "KEEP OUT, TREE PROTECTION AREA" PARD ASSESSMENT OF DAMAGES TO ROW TREES 1.1 THE CONTRACTOR WILL CHECK TREES IN THE CONTRACT AREA BEFORE CONTRACT WORK BEGINS, ANY DAMAGE WILL BE NOTED AND REPORTED TO THE CONTRACT ADMINISTRATOR. 1.2 THE CONTRACT ADMNINISTRATOR WILL CONDUCT RANDOM CHECKS OF THE TREES DURING THE CONTRACT PERIOD. 1.3 A CHECK OF ALL TREES MAY BE MADE AT THE END OF THE CONTRACT PERIOD. CITY FORESTER, CONTRACT ADMINISTRATOR, AND CONTRACTOR WILL ATTEND THE INSPECTION. 1.4 DAMAGES SHALL BE DOCUMENTED BY MEMO TO THE CITY FORESTER WITH COPY TO CONTRACT FILE AND THE CONTRACTOR. 1.5 CONTRACTOR MAY HAVE THE OPTION OF REPLACEMENT OR PAYMENT FOR SEVERELY DAMAGED TREES AT A LOCATION TO BE DESIGNATED BY PARD. REPLACEMENT SHALL BE MADEON A CALIPER INCH BY ALIPER INCH BASIS WITH A MINIMUM SIZE OF REPLACEMENT TREE OF 2" IN CALIPER FOR TREES DAMAGED OR REMOVED WHICH ARE LESS THAN 30" DBH AND 2" PER INCH FOR TREES WHICH ARE 30" DBH OR GREATER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLANTINBG, WATERING, MULCHING, AND MAINTENANCE OF REPLACEMENT TREES FOR A PERIOD OF NOT LESS THAN 2 YEARS. ANY TREE THAT DOES NPOT SURVIVE THE 2 YEAR ESTABLISHMENT PERIOD SHALL BE COMPENSATED FOR BY THE CONTRACTOR TO PARD TREE FUND AT A RATE OF $200 PER CALIPER INCH. 1.6 SLIGHT DAMAGE SHALL BE DEFINED, IN THE OPINION OF THE CITY FORESTER, AS DAMAGE MAY HEAL. EXAMPLES INCUDE BUT ARE NOT LIMITED TO: SCARRING OF THE TRUNK INTO THE CAMBIAL LAYER 1/2" TO 2" IN WIDTH, BUT LESS THAN 1/3 TRUNK CIRCUMFERENCE; OR BREAKING OF LIMBS LESS THAN 2" DIAMETER OR LIMBS LESS THAN 1/3 TRUNK CALIPER, WHICHEVER IS LESS. SLIGHT DAMAGE SHALL ALSO INCLUDE: REMOVAL OR LAYING DOWN OF PRETECTIVE TREE FENCING PRIOR TO END OF CONSTRUCTION; STORING EQUIPMENT OR SUPPLIES WITHIN THE CRITICAL ROOT ZONE (CRZ); OR DISPOSING OF PAINT OR CONCRETE WITHIN THE CRZ, BUT NOT CLOSER TO THE TRUNK THAN 50% RADIUS OF THE CRZ. SLIGHT DAMAGE TO TREES SHALL BE ASSESSED AT A RATE OF $100.00 FOR EACH INSTANCE. EACH DAY TREE FENCING IS NOT PROPERLY PLACED, EQUIPMENT OR SUPPLIES ARE STORED WITHIN CRZ, OR FILL IS STORED WITHIN THE CRZ SHALL BE CONSIDERED ONE INSTANCE. 1.7 MODERATE DAMAGE SHALL BE DEFINED, IN THE OPINION OF THE CITY FORESTER, AS DAMAGE THAT CONTRIBUTES TO THE POOR HEALTH AND REDUCED LONGEVITY OF THE TREE. EXAMPLES INCLUDE, BUT ARE NOT LIMITED TO: SCARING OF THE TRUNK INTO THE CAMBIAL LAYER GREATER THAN 2", BUT LESS THAN 1/3 THE TRUNK CIRCUMFERENCE; OR BREAKING OF LIMBS MORE THAN 2" IN DIAMETER, BUT LESS THAN 1/3 TRUNK CALIPER. MODERATE DAMAGE SHALL ALSO INCLUDE: COMPACTION OF SOIL; GRADING OR FILLING IN 20% OF THE CRZ ON 1 OF 4 SIDES, BUT OUTSIDE THE 50% RADIUS OF THE CRZ; OR DISPOSING OF PAINT OR CONCRETE WITHIN 50% RADIUS OF THE CRZ. MODERATE DAMAGES SHALL BE CALCULATED AT A RATE OF 1/2 OF THE ASSESSED VALUE OF THE TREE PER EACH INSTANCE OF DAMAGE. 1.8 SEVERE DAMAGE OR REMOVAL OF TREES IS SUBJECT TO PENALTY OF $200 PER DIAMETER INCH OF TREES REMOVED OR DAMAGED FOR TREES LESS THAN 30" DBH OR $400 PER DIAMETER INCH FOR TREES 30" DBH OR GREATER. SEVERE DAMAGE OR REMOVAL SHALL INCLUDE, BUT IS NOT LIMITED TO: SCARING OF THE TRUNK TO THE CAMBIAL LAYER GREATER THAN 1/3 THE TRUNK CIRCUMFERENCE; UPROOTING OR CAUSING A TREE TO LEAN; OR DAMAGE TO A SCAFFOLDING BRANCH OR ANY BRANCH GREATER THAN 1/3 OF TRUNK CALIPER SEVERE DAMAGE SHALL ALSO INCLUDE: COMPACTION OF SOIL, GRADING OR FILLING MORE THAN 20% OF THE CRZ, OR WITHIN 50% RADIUS OF THE CRZ, OR ON MORE THAN ONE OF 4 SIDES. CUTTING 1/3 OF THE BUTTRESS ROOTS WITHIN 3 TIMES THE DISTANCE OF THE DBH OF THE TRUNK, OR CUTTING 4 ROOTS 4" OR GREATER IN DIAMETER WITHIN 4' OF THE TRUNK SHALL ALSO BE CONSIDERED SEVER DAMAGE. 1.9 BRANCHES SHALL BE MEASUREDAT THE POINT OF ATTACHMENT OR AT THE LATERAL TO WHICH THE BRANCH WOULD BE PRUNED BACK TO ACCORDING TO ANSI STANDARDS. TREES CALIPER SHALL BE MEASURED ACCORDING TO ACCEPTED INDUSTRY STANDARDS. TREES GREATER THAN 6" CALIPER SHALL BE MEASURED USING DIAMETER AT BREAST HEIGHT (DBH). TREES THAT MUST BE REMOVED DUE TO DAMAGE CAUSED BY THE CONTRACTOR SHALL BE REMOVED BY THE FORESTRY SECTION'S TREE REMOVALCONTRACTOR AT THE CONTRCATOR'S EXPENSE. 1.10 ALL DAMAGES SHALL BE PAID TO THE CITY TREE FUND. FAILURE TO REPLACE OR PAY FOR DAMAGED TREES SHALL RESULT IN A BREACH OF CONTRACT AND THE CONTRACTOR WILL BE AUTOMATICALLY ASSESSED DAMAGES. DAMAGES AS DESCRIBED HEREIN SHALL BE DEDUCTED FROM PAYMENTS OTHERWISE DUE TO THE CONTRACTOR. 1.11 INFORMATIONAL ITEM AND CONTACT: CHAPTER 33 OF THE CITY CODE GIVES THE CITY FORESTER, WHO IS BASED OUT OF THE PARKS AND & RECREATION DEPARTMENT, JURISDICTION OCVER ALL CITY OWNED TREES, WHICH INCLUDES THE STREET ROW AND CITY PARKLAND. OUR PLANTING, PRUNING, AND REMPVAL PERMIT PROCESS IS HANDLED SEPARATELY FROM THAT OF THE URBAN FORESTRY AND IS IN ADDITION TO ANY URBAN DESIGN DISTRICT REQUIREMENTS/PROCESSES, WHICH ARE PART OF THE ZONING ORDINANCE AND ARE REVIEWED BY PLANS EXAMINERS IN THE DEVELOPMENT SERVICES DEPARTMENT FOR COMPLIANCE WITH THE ZONING REQUIREMENTS. CONTACT: citytreepermits@fortworthtexas.gov (EMAIL) OR 817-392-6738 DRIP LINE SET METAL "T" POSTS @ 6-0" O.C. AS FENCE SUPPORTS NOTES: - 1. FENCE TO BE MAINITAINED AND REPAIRED AS NEEDED DURING o CONSTRUCTION. ' v 2. NO CONSTRUCTION TRAFFIC, GRADING, STORAGE, OR WASTE - DISPOSALALLOWED WITHIN THE FENCED AREA AROUND TREES. 1b 4'NEtG^T—CAA&l LIAr ` T FENCING AT THE DRIP LINE OR V-0- OF < PROTECTED. IF FENCING CAN cxx <�������������� �����i,������� < OF THE DRIP LINE MUST BE < FINISH GRADE �1 11 �n 1 1 LEVEL I TREE PROTECTION SCALE :: NTS 2X4 8" MULCH UNDER DRIP LINE MINIMAL PROTECTION FOR ROOTS FROM CONSTRUCTION ACTIVITIES IF DEEMED NECESSARY BY i �..L�1 URBAN FORESTER 1� L i 2 LEVEL II TREE PROTECTION KEEP ROOT FLARE VISIBLE 4" MULCH - KEEP CLEAR FROM TREE TRUNK 4" SAUCER - KEEP CLEAR OF TURF AND PLANTS FINISHED GRADE 3 TREE PLANTING DETAIL SCALE :: NTS POLE/STAKE - DO NOT PIERCE ROOT BALL - SECURE WIRE ENDS TO STAKE - USE WONDER TREE -TIE MODEL W14-16, W24-84 OR APPROVED EQUAL - REMOVE ALL WITHIN ONE YEAR OF INSTALLATION BACKFILL MIX - 70% PULVERIZED NATIVE SOIL l 30% COMPOST 1 � —O COMPACTED BACKFILL SOIL URBANWORTH 2013 Thomas Place Fort Worth, TX 76107 817-789-5513 m www.urbanwonhco.com ,J. nn@urbanworthco.com 0 U n 0 6 oo Uooz Zz�ux o Q � = H = M C �00�ps Z ZZ3�..00 @J pamco �^ Uo�M�oo °o E. d Z 0 O a U�o E E H w w l pZ °LL�o Uwc�°ua.`o 0 0 M y o �o z O oC �Zz0 W w o- Z O Z=aQ� 3Z0 01 O o- 3^Lu o Lu Q �o Z � 3 �o �0 z Oo 7vo 3p U a) do �o O 03 D�oo wJ >a a wp z � Hm yam moo a� Z O Y N Z W 6/3/21 URBAN FORESTRY PERMIT A1.5 Y•L`1��1■�IC.y APPENDIX GC-4.02 Subsurface and Physical Conditions —Geotechnical Report Provided GC-6.09 Permits and Utilities - Tree Planting Permit GR-01 60 00 Product Requirements — COFW Water Department & TPW Standard Product List Provided CITY OF FORT WORTH AZALEA AVENUE TOWNHOMES STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN: XXXXXX Revised July 1, 2011 GR-01 60 00 Product Requirements THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH AZALEA AVENUE TOWNHOMES STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN: 104341 Revised July 1, 2011 FORTWORTH. CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 05/16/2024 Concrete 9/9/2022 03 30 00 Mix Design American Concrete Company 30CAF029 3000 psi Concrete for Sidewalks & ADA Ramps 9/9/2022 03 3000 Mix Design American Concrete Company OIJAF382 1000J� i Concrete Base Material for Trench Repair I 9/9/2022 03 30 00 Mix Desk American Concrete Company 1C. 40CNF065 400(J Concrete for Manholes & Utility Structures I 9/9/2022 03 30 00 Mix Des Ar Concrete Company 45CAF076 450QPP}}i Concrete for Hod Placed Paving I 9/9/2022 03 30 00 Mix Des+ n Argos DI0000001737 4500 psi Concrete for Hand Placed Paving I 9/92022 03 30 00 Mix Design Argos D10000001791 4500 psi Concrete for Hand Placed Paving I 9/92022 03 30 00 Mix Design Argos DI OOOOD01793 4500 psi Concrete - Hand Placed Paving I 9/9/2022 0330DO Mix Design Argos D 100000011 03 4500 psi Concrete for Hand Placed Paving I 9/9/2022 03 30 00 Mix Design Argos D10000002107 4500 psi Concrete far Hand Placed Paving I 9/92022 03 30 00 Miz Design Argos DI 0000001273 4500 psi Concrete f r Hod Placed PavivP` 9.022 033000 00 Mix Design Argos D10000001617 3600 psi Concrete for Machine Placed Paving 9/9/2022 03 30 DO Mix Design Argos D10000008381 4500 i Concrete for HES Paving 9/9/2022 03 30 00 Mix Desp Argos D10000009857 50 i Plowable Fill - CLSM 9/9/2022 03 30 00 Mix Design Argos D10D00001055 3000 psi Concrete for Inlets, Junction Boxes, Manholes, Channel Liners, Sidewalks, Driveways, Curb & Gutter 9/9/2022 033000 Mix Deign Argos D1000001043S 3000 psi Concrete for Sidewalks, Curbs 9/92022 03 30 00 Mix Design Argos D1000001515S 3000 qsi Concrete for Curbs, Curb & Gutters, Sidewalks, Driveways, ADA Ramps 9/9/2022 03 30 00 Miz Design Argos DI000001(i15 3600pPs Concrete for Inlets, Boxes, Encasemrnt, Blocking 9/92022 03 30 00 Mix Des�n Argos D10000001061 3606 i Concrete fr Inlets, Boxes, Ericasemrnt, Blocks 9/92022 03 30 00 Mix Des�ri Argos D100000010835 4060 psi Concrete for Valve Pads, Inlets, Strucrures, Headwalls, Thrust Blocking 9/92012 033000 Mix Desp Argos D 1000000 1083 4000 psi Concrete fan Valve Pads, Inlets, Structures, Headwalls, Thrust Blocking 9/92022 03 30 00 IMix Design Argos ID10000001685 4000 i Concrete for Valve Pads 1 9/9n022 03 30 00 IMix Design Argos ID10000005751 7501 si Concrete Base for Trench Repair Y/92022 03 30 00 Mix Design ArSps ID10000001681 4000 psi Concrete for Headwalls, Retaining Walls, Box Culverts, Valley Gutters 19/9/2022 1033000 IMix Design Bi_``bb Concrete 175KGRT J000 psi Concrete for Gromin` ly 19/92022 1522023 03 30 00 132 IMix D.9`1 IMix Design His Concrete IBng�D ICM00AE 4500 psi Concrete for High E S P..,.ng 1CM14520AE 4500 to, d Placed 19/92022 D U 103 30 00 IMix Design Concrete ;Big town Concrete psi Concrete vg 1452065-1 4500 psi hand laced powng 1 19/92022 103 30 00 IMix Desy- (Big Towv Concrete 1450065-1 4500 i hand placedJJ� I 19/92022 103 30 00 IMix Des�n IHnmCn 7exus �45USOOBG 4560 Wi Concrete Mix fo�rand Placed Paving, Storm Swetures I 19/92022 103 30 00 IMix Design IBumco Texas �DU553BO 4000 psi Concrete Mix fw Machine Placed Paving 19/92022 03300D ;Miz Design IBumco Texas I SU120AG 4000 psi Concrete Mix fih, High Early Strength Pavin 19/92022 033 00 IMix Design IBumco Texas 130U100AG 3000 psi Concrete Mix for P 9p�e Collins, Inlets, Th.0blacks, Sidewalks, ADA Ramps 19/92022 03 300 Mix Design IBpmCO Texas 13DUIOlAG 3000 psi Concrete Mu for Platwwk 30U500BG 3000 psi Concrete Mix for Blocking, Encasement, Curb Inlets, Junction Boxes, Fire Hydrant Pads, Driveways, Curb & Gutters, I9/92022 033000 0 Mix Design IBumco Texas Sidewalks, ADA ��''� 19/9/2022 033000 Mix D90" IBumco Texas 40USOOBG4000p Concrete Mix fw Slotm Dmin SWctures, Driveways, Screen Walls, Collins 19/92022 03 30 00 Mux Des IBumco Texas 136U500BG 3600 Concrete Mix for LugMi and Tmfic Signal Foundations 19/92022 03 30 00 IMi. Designn IBumco Texas :OgY456HA 600 psi Cwcrcle Mi. for Base fm�frcnch Repair 19/92022 03 30 00 IMix Design IBumco Texas 101Y6901IF 100 Phi Concrete Mix for Flowable Fill 11/8/2024 033000 IMix Design IBumco Texas 136U502BG / 5.74 Sacks / 3,600�si Concrete Mix for Lighting & Traffic Signal Foundations 1 14/l2024 033000 mix Desj�n IBumco Texas D5U$Dll. 3500� si Concrete MixforCrosswalks 14/l2024 03 30 00 Mix Des�i IBumco Texas 30USOOBG 3000psi Concrete Mix f Sidewalks 1 14/12024 033000 00 Mix Design IBumco Texas 09Y450BA Groin :41:2024 03 30 00 mix Desk ;Soup. Texas OIY690BF IO0J�si Concrete Mix for Flowable Fill 14/1207A 03 30 00 Mu Design (Bum. Texas SSU120AG 450Upsi C.cret Mix for High Earl.�Siren r� 3000psi(m�, 3 days 14/12023 03 34 11 Mix Des IBumco Tends I OYH50BF IOOU��¢¢i Concrete Base Material for`frevch Repav %0 19/92022 03 30 00 Mix Design :Card. Concrete FWCC602021 psi concrete f. Hand Placed Paving 19/92022 03 30 00 Mix Dc orp :Card. Concrete FWCC552091 3600 psi for Machine Placed Paving 19/92022 03 30 00 Mix Design (Carder Concrete FWCC602091 3600 p 'for Machine Placed Paving 19N2022 03 30 00 Mix Design (Carder Concrete FWCC359101 Flowable Fill - CLSM I 19/92022 033000 Mix Design (Carder Concrete FWFF237501 Plowable Fill -CLSM I 19/92022 03 30 00 16x Design ICardcr Concrete FWCC002001 4000 psi Concrete for Storm Drain Structures, Manholes, Headwalls, Retaining Walls, Valley Gutters, Drive Approaches I 19/92022 03 30 00 IMix Design (Carder Concrete FWCC502021 3500 psi concrete for Sidewalks. Driveways. Ratings, Curb & Gun. I 19N2022 03 30 00 Desigp (Carder Concrete FWCC502001 3000 psi for Sidewalks, Drivewa`� Ramps, CurbGun., Flatwork I 19/92022 03 30 00 Mix De s�n ICharle������^^^^^^ssssss Concrete 14142 3600 psi Concrete for Curb flea, Juncton Saxes I 19N2022 03 30 00 II]+Mix Mix Design hile Concrete 1/518 4000 psi Conoco for Headwalls, WitlPsvalls I 19/92022 03 30 00 IMix Design Chile Concrete 15107 3600 psi Concrete Mix for Machine Pf:aced Pavi I 19N2022 19N2022 IL33111 I03 30 00 IMix Des��rn IMix Desl�r I hart,�1ts Concrete ICharleYs Concrete 14609 4500 psi Concrete Mix for Hand Placed PaviaC�.¢. anholes I 4500 Concrete Mix for Hand Placed Paving,Manholes 19/92022 1033.00 :Mix Des" (Charle Concrete 16103 psi I 3000 Concrete Mix for Sidewalks 9/92022 30 00 1033000 IMix I)esµ9i ICharl Concrete ��4502 psi I 13�J59 3000j Concrete Mix ( Sidewalk. I 9/92022 033000 IMix Deaugn ICharl aConcrete 11502/50 iConaele Cw Plowable Fill-CLSM I 9/92022 I 30 00 IMrx Des IChade s Concrete I I118 I50 Psi Concrete for Flowable Fill-CLSM I 9/92022 103 30 00 (Charle Concrete 15642 4000 psi Cmuete for Storm Drain Slmcturea I 9/92022 9N2022 103 1033000 1033000 ::Des". Mix IMiz Design Design ICharl Concrete (Charley Concrete 16595 5000 psi Concrete Mix for Hi Eul�Sven h Paving 165894500 iConerete Mixf Hi EarlyStren�egW Paving 9/92022 103 3000 Mix Desk (Chisholm Trail Redi Mix IC13020Ab000 i Concrete for ri ys, Curb & Gutter I �9/92022 103 30 00 ix I)esrgn (City Conoco Company 1 H-35U-FF 50-150 psi Conercte for Flowable Fill-C7SM I CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 05/16/2024 Concretes (cm dnncd) 9/9/2022 03 30 00 Mix Dear City Concrete Company 30HA25II 3000 psi Concrete for Riip R� I 9/9/2022 03 30 00 Mix Dear City Concrete Company 30RA20II 3000 4 Concrete Mix B�ickin$$ Sidewalks, Flatwork, Pads 45NG25II 3600 Concrete Mix for Drilled Shafis/Lighiing Traffic Signal Foundations 9/9/2022 031001 Mix D-,,p City Canerele Company Ciry Cmcrete Pat and 50 G2$II 3600ppssi Slurry Di Drilled Shaft 9N2022 03 30 00 Mix Doer rupee City Concrete Company ey.ced 4 A20II 4500,p�i Conerete4A4ix for Hand Placed Paviv I9/92022 033000 Mtx Des 19/92022 03 30 00 Mtx Darn City Concrete Company 36LA2011 360Q psi Concrete Mix f Machine Placed paving 19/92022 03 30 00 Mtx Design City Concrete Compmy 36JAOOIJ 3600 t Concrete Mix for Machine Placed Paving 19/92022 033000 Mix Deign Citty/y Concrete Company 40LA2011 4006 pt i Concrete Mix fu Storm Drain Smidures I11/16/2022 IS/52023 03 30 00 03 30 00 Mix Da' Mix Desi�@i Ctly Concrete Company Ci Concrete Company CLNG25H 3600 Cmcrete f Drilled Sh I� and T"E" SI 11 Foundations CCNA250AG 3btl0AAsi Concrete for Drilled Sh Cightin➢➢�� d TraPo�Sigual Fomdations IS/52023 0330 00 Mix Design Ci . Concrete C���W �y CSOAG 3,ti66 p� Concrete for SIuHy DisplacementShafts, Underwater Shafts 'Sr I9/92022 03 30 00 Mix Design Cow own Redi Miz 250 psi Concrete Mix for Sidewalks, Un'veways, ADA Ramps 19/92012 03 30 00 Mix Design Co. Town Redi Mi. 350 3000/� i Concrete Mix for Sidewalks, Driveways, ADA Ramps 19/92022 03 34 l3 Mix Design Cow Town Redi Min 9 70J�i ilowable Fill - CLSM 19/92022 03 34 13 Mix Design Cow Town Redi Mix 9-S-270psi Flowable Fill - CLSM 19/92022 0334 13 Mix Des�gi Cow Town Redi Mix 220-8 50 psi Cortese Mix for Flowable Fill -CLSM 19/9/2022 0334 13 Mix Des Cow Town Redi Mix 320-8 50y�i Concrete Mix far Flowable Fill - CLSM 19/9/2022 03 30 00 Mix Des" Cow Town Redi Mix 2304 75gsi Concrete Base Material for Trench Repair 1[ 9/92022 0330 00 Mix Damn Cow Town Redi Mix 330-S8 7$0 psi Concrete Base Material for Trench Repair 19/9/2022 033000 00 Mix Desl� Cow Town Redi Mix 353 300t)p,$�i Cmcrete Mix for Sidewalks, ADA Ramps, Driveways, Curb & Gutter, So Treatments, Treatments, Non-TxDOT Rcc=i 9a,1,1s I[I[9/9/2022 033111 Mix Design Cow Town Redi Mix 253-W 3000p�i Concrete Mix Sidewalks, ADA �a'����, Driveways, Curb & Guuer, SafetyEnd Treatments, Nm-TxDOT Retuning Walls I9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 260 4000� ""Concrete Mix for Bridge Slabs, Box Culwxrs, Headwalls I9/9/2022 03 30 00 Mix Desk Cow Town Redi Mix 260-1 3600 psi Cmcrete Mix fw Headwalls 19/9/2022 03 30 00 Mix Des�n Cow Town Redi Mix 260-2 3600 psi Concrete Mix for Box Culverts, Headwalls I9/92022 Ol 30 00 MI Design Cow Town Red, Mix 360 4000y,�i Concrete Mix for Bridge Slabs, Box Culverts, Headwalls 9/9/2022 03 30 00 Mix Design Cow Town Red, Ma 360.1 3600 iCmcrete Mix for Box Culverts, Headwalls, Wingwulls 9/92022 03 30 00 Mix Design Cow Town Red, Mix 264-N 450cepys Concrete Mix fm Hand Placed Paving 9/9/2022 03 30 00 Miz Da� Cow Towa Redi Mix 366 4500 psi mains a Mix for Hand Placed Paving 9/92022 03 30 00 Miz Design Cow Town Redi Mix 265 4500psi Conuete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 365 4500p�i Concrete Mix for Hard Placed Paving 9192022 033000 Mix Design Cow Town Redi Mix 370-NC 45b0 si Concrete for HES PaviV 9/9/2022 00 033000 Mix Des Cow Town Redi Mix 370-INC 5060 qsi Concrete for HES Paving 9/92022 033 00 Mix D. Cow Town Redi Mix 375-NC 5000 psi Concrete for HES Paving 9/92022 033000 Mix Design Cow Town Redi Mix 267 4200 psi Concrete Mix t Manholes and Dr...fvp Swctures 9/92022 033000 Mix Despot Cow Town Redi Mu 270 5000 psi Concrete Mix for Cast -In -Place Box Culverts 9/92022 0330 00 Mix Design Cow Town Redi Mix 370 5000ppsst Concrete Mix for Cast -In -Place Hox Culverts 9/92022 03 30 00 Mix Deign Cow Town Redi Mix 255-2 3000 Concrete Mix for Islas, Thrust Blinking, Concrete Encasement 9/9/2022 00 033000 M. Des Cow Toxin Redi Mix 257 3600ppss1 Ionacte mix for Vail Guttms 11/142022 32 13 13 Mix Da� Cow Town Redi Mix 357-M 3600 psi Cmcrete Mix forMachine Placed Paving 91912 22 33 13 13 Mix Des Cow Town Redi Mi. 257-M 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 34 13 13 Mix Des Cow Town Redi Mi. 260-M 4000 psi Concrete Mix fen Machine Placed Paving 9/9/2022 35 13 13 Mix Desri Co. Town Redi Mix 360-M 4000 psi Co.—. Mix f Machine Placed Paving 9/9/2022 03 30 00 Mix N.; Cow Town Redi Mix 255-LP 300ti Concrete Mix for Curb & Go In 9/9/2022 03 30 00 Mix Des i Cow Town Redi Mix 355-LP 3000 qsi Con ac Mix for Cmb & Gutter 9/9/2022 03 30 00 Mix Deign Cow Town Redi Mix 255 3500 psi Coracte Mix for Flatwork, Inlets, Thmst Blacking Concrete Encasement 9/9/2022 033000 00 Mix Design Cow Town Redi Mix 355 3000 ypi Concrete Mix for Inlets, Thrust Blocking, Concrete Encasement 9/9/2 03 30 00 Mix Design Cow Town Redi Mix 365-5 000p�i Concrete for Bri labs, top slabs ofdueu vathc culverts, approach slabs-TXDOT Class S-No Fly Ash s 9/92022 03 30 00 Mix Design Cow Town Redi Mix l57 3600 ppi�, Concrete Mix fen Valle- uers 5/12024 03 30 00 Mi. Design Caw Town Redi Miz 360.2D s 3600psi Concrete Mix for I OT Class C Drilled Shags 6/2/2023 03 30 00 M,x Dear Cow Town Redi Mix 360-DS 3600 psi Concrete for Drilled Shafl/Lighling and Traffic Signal Foundation I/I8/2023 03 30 00 Mix Design ICow Town Redi Mix 380-NC 4500/y'p_i Concrete for HES Pavia I1292024 34 13 13 Miz Design 1Estrada Ready Mix 4575AESC / /.Jp Sacks / 4,500 (3,OO�psi G9 3day) Concrete for HES Paving 11292024 1/292024 3 30 00 033000 03 30 00 Mix Dese Mix Deno 1Esuada Real Mix (Estrada Read. Mix R3050AEWR / 5.00 Sacks / 3.O6rpsi Cmcrete for Sidewalks, Ramps, Inlets, and Manholes IR3655AEVIR / 5.50 Sacks 13,600 psi Concrete f Headwalls. Wingwails, and Culverts 1/29/2024 033000 73000 Mix Design IEstmaa Readyiz R4060AEWR / 6.00 Sacks / 4,000 Concretes Cor BriF SIaW, Tip Slabs, and Approach Slabs I2/6/2024 32 13 13 mix Des'�,ri (Estrada Read Mix 7D3655AEWR / 5.50 Sacks / 3,600 L��� Concrete for Machine Placed Paving 1129/2024 1221/2024 32 13 13 033000 Mix Da r, Miz D.�n (Estrada Rad� iz :Estrada RadyMis R4560AEWR/ 6.00 Sacks /, 00y� i (;mcrele fw Hand Placed Pavi I 6575AEWR/5.76Sacks/3,600 i Cmcrete fen Drilled Shifts Jima and TmtSc Silo. Fomdatims 19/92022 03 30 00 Miz Design IGCH Cmcrete Services IGCH4000 4000 Cmcrete for far Sidewalks, Rains, Headwalls, Inlets, and St omt Drain Smadures 19/92022 03 30 00 MixDesign IGCH Concrete Services IGCHV5 4000 si L`mcrete for Machine Placed Pawng 19/9/2022 03 30 00 Mix Design IGCH Cmcrete Services 1GCH45UU 4500 ppisi Covuem Hmd Placed Paviq� I9/92022 03 30 00 mix Design I Ingram Cmcrete &Aggregates 1C47PY5E5 3000,,pp i Cmcrete for Sidewalks, ADA R 1.022 03 30 00 Mix Design (Ingram Concrete & Aggregate I2MWR-70J235043011ri Cmcrete fw Sidewalks. ADAsR 19/92022 033 00 Miz Design is (Ingram Cmcrete & Aggregates 12MWR-147W5D5 3000 `isi Concrete Mix for Sidewalks, Ramps 19/92022 033000 Mi. Design (Ingram Concrete & Aggregates I2MWR-CSG SDS 4000 p Concrete Machine Placed Paving 19/92022 0330 00 Design I Ingram Co.— & Aggregates 12MWR-161UV5DM 4500 psi Concrete for Hand Placed Paving I9/92022 03 30 00 Mix Des , 11mmus Concrete & Aggregates 12MWR-IOMQS50N 4500 psi Concrete for Hand Placed Paving I9/92022 03 30 00 MixDa�, (Ingram Concrete &Aggregates I161PS5EM 500 psi Concrete for Hand Placed Pavia I9/92022 033000 3 30 00 Mix Design (Ingram Concrete & Aggregates IC47PVSE5 3000 psi Concrete Mix fen Sidewalks, AA Ramps FORT WORTH, CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 05/16/2024 I Concr WCmtt.ued) I 14/7/2023 033000 mix Design Instant Concrete & Aggregates 10,,��$50N 3,600 psi Cmcmte for Drilled Shafis2ipMi,g and Tmf , Signal Foundations I I9/9/2022 033 00 Mix Des�p Itigla n Concrete & A#gremtes ) 61PS5EM 4500 psi Cmc de Mix fr Hand Placed Paving 9/9/ = 031.00 Mix Dees r H,:in - SOR, Inc. 5177 3000 psi Cmerete Mix for Sidewalks 9/92022 03300 Mix Drag, Holcim-SOR, Inc. 12613000 psi Concrete Mix for Sidewalks 9/92022 4 30 0 Mix Design Holcim - SOR, Inc. 2125 450 psi Concrete fu HES Pavingg 9/92022 033000 Mix Design Holcim -SOR, Inc. 1701400 psi Concrete Mix far Stmnbta;n Suuctures, Sanitary Sewer Manholes, Junction Roz 9/92022 03300 Mu Design Helena - SOR, Inc. 540 400 psi Concede Mix fm Sidewalks, Inlets 9192022 03 30 0 Mix Design Holcim - SOR, Inc. 5507 450 t i Concrete Miz for Hand Placed Paving 12/152022 33000 Miz Des�n Holcim - SOR, Inc. 3741 100 psi concrelc for ➢ownble ➢IVCSLM 9/92022 04 30 00 Mies Design Holcim - SOR lac. 5017 200Ps1 Concrete for Base Material for Trench Reym 19/92022 03 30 00 Mix Design Holcim- SOR. Inc. 9600 3600 psi Concrele fix Drill ShatWl.i ring and Tm;c Si al Foundations 19/92022 03 30 00 Mix Da1r Holcim- SOR, Inc. 1851 4500 psi Concme for Smrm Drain S=—, Hand Pl. P. yy : 112/52022 4 30 0 Miz Desnm Holchn- SOR, Inc. 1822 3600 psi Concrete for Drilled Sha➢s/Lighting and Trallc Sigml Foundations 1422024 33 0 Mix Design Holcim- SOR, Inc. 5940 3600ppsi Concrete for Machine Placement 19/92022 03000 0 Mix Desim Holcim - SOR, Inc. 1859 4006 QQ,,i Concrete fw Drilled ShaRs/Lightinq and Traffic Signal Foundations 14/2/2024 0330 0 Miz Dcs��l Holcim - SOR, Inc. 59404 4000Rai Concrete for Hand Placement 19/9/2022 00 033000 Miz Design Holcim - SOR, Inc. 1551 3000 a Concrete Mix for Blocking 14/7/2023 03 30 00 Mix Design Liquid Stme C301D 3,0 si Concrete fm Sidewalks, e�pprmches, and Driveways. 14/27/2023 033000 00 Mix Desim L�pid Stone C3filDNFA 600 r Concrete fr Reminiz wall, driveway, unction box a,0oon, aprraach 14/72023 03 30 00 Mix Design G9uid Store C3fi1DHR 3,600pp Concrete for Drilled Sha gluing an toile Simal F mdauans 1/24/2023 033000 Mix Desim Ljypid Stone C451DHR-A 4500psi Concrete for HES Pantile 19/92022 03 30 00 Mix Desim nFff rtin Marietm R2132214 3,000 r�i Concrete for Sidewalks Ramps 19/9/2022 0330 00 Mix Design Martin Marietta D9490SC 3,000pi Concrete for Sidewalks & Roca s 131010 Mix Desim Martin Marietta R2131214 3,000 psi Concrete for Sidewalks & Ramps 9/92022 03 30 00 Mix Desion Martin Mariana R2131314 3.000 psi Coacree for Sidewalks & Ramps 19/911021 9/92022 03 30 00 Mix Design Martin Marietta R2136014 3,000 psi Cmuete fan Sidewalks & Rann is 9/92022 03 3000 Mix Desim Martin Marietta R2136214 3,00 psi Concrete for Sidewalks & Ramps 9/9/2022 03 3000 Mix Design Marlin Marietta R2141224 4,000 psi Cmcrele for Sidewalks & Ramps 9/92022 033000 Mix Desiga Martin Marietta R2141024 4,000 4 Concrete for Sidewalks & Rations 0330 00 Mix Desp Martin Marietta R2136224 3,600 psi Concrete fr Curb Inlets 9/9/2022 033000 Miz Des Marti: Marietta R2141233 3,600 Concrete for Storin Shuclura, Inlets, Blocking & Enaasemmt 9/92022 0330 00 Mix Datg�v : min Marie- FLOW25A 50 i i;mcrete for Flowable Fill/CLSM 9/92022 03 30 00 Mix Design (Martin Marietta R2142233 3,600 psi Concrete fm Manholes, Inlets & Headwalls 1 9,92022 03 3000 Mix Design :Marlin Marietta R2146333 3,600 r�i Concrete fm Manholes, Inlets & Headwalls. Cmuete Enwsemenl 1 9/92022 03 30 00 Mu Design (Martin Mane- IR21412304,000ggsi Concrete for MaMala, Inlets &Headwalls, Vdve Pads 1 9/92022 03 30 0 Mix Des IMartIn Maretm IR2146035 4,001psi Concree for Manholes. Inlets & Headwalls, Vnlve Pads 9/9/2022 03 30 00 (Mix Design (Martin Marietta JR2146335 4,500psi Concrete for Hand Placed Paving, Inlets, Storm Dania Stmcti res 112/2022 Ill/22022 13213 1321313 IMix Darr IMix Desim (Martin Marietta IMartin Marie- 1n■2141N274.000 1yZ141K304,00ri psi Conc— for Machine Placed 0�vivg 1 Concrete for Machine Placed Paving 1 I11/22022 132 13 13 Design IMaiun Marie- IIi2146N36 4,So psi Conerem for Hand Placed Paving : 111/152022 133 13 13 V. �vfix Dap (Martin Marie- IR2146K36 4,530%�Psi Concrete fu Hand Placed Paving I I1 t/152022 134 13 l3 +Mix Des�ti IMmIn Marienm lR2146P76 4,500�,s�'' Concrete for Hand Placed Paving I 111/22022 132 13 17 IMix Design (Martin Marie- rt2146K36 4,50 Concrete fu Hand Placed Pavii I I1I/22022 132 I7 13 IMix Desim (Martin Marie- ri IR2146N35 / 6.1 ff cks / 4,50P� mete fu Hand Iau Paving, Inlets, Manholes, Headwalls I 112/2022 172 13 13 IMix Des��n �Manin Manetm :R2146K34 4.00?1 Concrete foriInlers, Manholes, Headwalls I 13 13 IMix Desim l artin Marietta IR2141N24 4,00 i Concrete for Sidewalks and :1112/2022 1122022 32 13 13 IMix Desim Martin Marietta IR2141K24 4,OO�psi Concrete for (unction Boxes, Sidewalks and Ramps 1 : 19/9/2022 �32 03 30 00 (Miz Desim Martin Mariana JR2146038 4,500 si Concrete for Inlets, Smrm Drain Suuctures 19/92022 033100 :Mix Desim Martin Marietta IR2146036 4,506 psi Concrete for Hand Placed Paving, Inlets 1 19/92022 03 30 00 :Mix D"II Mani. Marietta :R2146042 4,500 psi Concrete for Hand Placed Paving 19/92022 (13313.0 IMix D. Marlin Marietta IR2146242 4,500 r Concrete for Hand Placed Paving 1 I 19N2022 1033000 Ol JO 00 (Mix Datm Martin Marietta IR2146236 4,50 mi Concrete for Hand Placed Paving I I 19,92022 :03 30 00 IMix Dap :Martin Marietta ID9493SC lZ i Concrete for Hand Placed Paving I I I9/92022 :03 30 00 IMix Daum IMartin Manictta IR2147241 4,50� i Concrete for Hand Placed Paving I I 132 13 20 :Mix Desim IMartin Marietta IR2136N1 / 5.00 sacks / 3,000 psi concrete for Sidewalks I I 141:2023 141 2023 103 30 00 :Mix Desim +Martin Marietta 1R2146P33 / 6.01 sacks / 4,000� acre for Bridge Deck + I lorRip :4/12023 14/7/2023 03300 32 13 20 IMix Da'�p IMix Design Martin Marietta Martin Mariam IR21460334,000 iCanuete R IR2136K14 3,06 osi concrete for sidewa)ks and rampf I I 14/72023 32 l3 13 :Miz Desim Marti. Marietm :R2161K7➢ 6,000 ' (3,000 i fa) 24 his.) for HES Paving I 14/1/2023 03300 IMi. Design Manor Marie- 1310LBP3,600 lonerete ion Retaining Walls I 15222023 321313 IMix Des��p Marlin Marie- IR2146K37/6.i sock/4,5001 iConerete for }sand Placed Paving I 14/12023 03 30 0 IMix Destm -in Marietta IR2141030 4,000 psi Concrete Lu Riprso FORT WORTH. CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 05/16/2024 ConeretelContlnued) 5/3/2023 03 30 00 Mix Design Martin Marietta M7842344 4,000 psi Concrete for Bridge Deck 6/l2023 32 13 20 Mix Design Martin Marietta R2136R20 3,000yyj�,,� Concrete for Sidewalks and Ramps 6112023 32 1320 Mix Design Martin Marietta R2136N20 3,000 psi Co...[. for Sidewalks and RIj ' 6272023 03 30 00 Mix Design Manor Marietta U2146N41 / 6.44sacks / 3,!:0 yx i Cweretc for Drilleedd SShafts / Li✓�hung and Traffic Signal Foundations 6272023 03 30 00 Mi. Design Mnnin Marietta U2146K45 / 6.65 sacks / 3,600psi Concrete Cw Drilled Shafts/ L'Irlt Q d Trafic Signal Fomdations 18/42023 03 30 00 MiDwigv Mani. Marietta U2146R41 / 6.44 sacks / 4,500 psi Cod. for Drilled Piers/Ljp$�hi Polelwses. 18/42023 033000 00 Mix Design Mart in Marietta R2136R14 / 5.00 sacks 13,500 3,500Psi Concrete for Sidewalks and ll.,rnps I8/42023 32 1320 Mix Design Martin Mariam R214IR24 / 5.53 14.000 psi Concrete for Junction Box, Box Culvert, Sidewalks and Ramps. I8/42023 03 30 00 Mi. Design M.nia Marietta R2146R35 / 6.11 14.500 psi Concrete for Inlets, Manholes, and Headwalls 18/42023 32 13 l3 Mix Design Marvin Marietta Ii2146R36 / 6.17 / 4,500 psi Concrere for Haud Placed Pavia 18202023 03 30 00 MixDes�yrr Mani. Marietta R2141R30 / 5.85 SK / 4.0)VO&gsi Concrete for Box Culverts &.�wdwalls IS/42023 32 13 13 Mix Duren Marvin Marietta Q2141R27 / 5.69 sacks / 4,Otl0psi Concrete for Machine Placed Pavivg 111202023 W 3000 Mix Design Martin Man— R2146R33 / 6.01 Sacks / 4,000 psi Concrete Miz fro CR Sewer Maaholw 111202023 03 3000 Mix Design Martin Marietta R2146K33 / 6.01 Sacks / 4,000 psi Concrete Mix for CIP Sewer Manholes. 112/222023 32 13 13 Mix Design Martin Marietta R2146R44 / 6.60 Sacks / 4,500yysi Concrete Mix for Hand Placed Paving 112/222023 32 13 13 Mix Design Martin Marietta R2146K44 / 6.60 Sacks / 4,500 psi Concrete Mix for Hand Plced Pa" 19/92022 32 1320 Mix Design NCS Redi Mix NCS5020A 3000 psi Concrete Mix for Curb & Gutter, Driveways, Sidewalks 19/92022 03 30 00 Mix De.F 34BR Ready Mix TX C-V Y 3000 psi Concrere Mix f Curb Inlets 19/92022 O7 30 00 Mix Dea r INER Ready Mix TX C-NY 3000 �i Concrete Mix for Curb hilers 19/122023 133000 Miz DesVJr INBR Read�Mix CLS PINY / 6.00 Sacks / 4,000 psi Concrete for Collws, Manholes, Box Culverts ' 10/4/2027 03 30 00 Miz Design 1NBR Ready Mix CLS A-YY / 5.00 Sacks / 3.000 psi Concrete for Sidewalks & Ramps, and Curb & Gutter 10/42023 033000 10/42023 32 131 Mix Des�ir Mix Design INBR Ready Mix INBR Ready Mix ICL$ A -NY/ 5.00 Sacks / 3,000p�i Conorere for Sidewalks & Ram�0 and Curb & Gutter ITX C SF-YY / 5.50 Sacks / 3,W0 psi Concrete for Machine Placed Paving /0/42023 32 13 13 Mix Design IN13R Ready Mix ITX C SF -NY 5.50 Sacks / 3,600,P�i Concrete for Machine Placed Paving 111. 23 32 I3 13 Mix Design NOR Ready Miz 1c1s P2-W / 6.50 Sacks / 4,506 psi Concrete for Hand Placed Paving 10/4/2023 32 13 13 10/4/2023 1033413 IMix Design IMiz Design INBR Ready Mix INBR Ready Mix ICLS P2-NY / 6.50 Sacks 14.100 psi Concrle for Hand Placed Paving IFTW FLOW FILL/ I50�Fi concrete for Plowable 4/1512 4 103 3000 IMiz Design INBR:Zv� Mix ITX S-NY / 5.50 Sacks /400 Conerele Mix Im Class S SI.b Paving -No FIy Ash 4/152024 1"3000 IMix Design INBR ReadyMix ; ITXS-YY/4.50 Snekx/400 Concrete Mix fro ClassS Slab Paving 10/4/2023 132 13 20 IMix Des�p INBR RcadXY�Mix ITX E-NY / 470 Sacks / 3000P�Concrete for Sidewalks, Thruil, Curbs, CIP 4/152024 103 30 00 IMix Design INBR RwdyMix IF0020022 / 2.5 Sacks / 150psi Conuete for Flow Fill 7AW023 103 30 00 IMix Dosing IGsb— 130A50MR 15 SK / 3,000 psi Concrete fro Sidewalks 7/102023 132 13 13 IMiz Design `Osbum 145A60MR / 6 SK / 4,500 i Co.—. f Hood Placed Paving taster. 1/242023 103 30 00 IMix Design MI. avid Redi Mix :RRM6320AHP 4500 i fro Hand Placed Paviq� 103 30 00 Design Rapid Redi Mix 1RRM5525A 3600 PPssi i:oncede for Valley Gutters, Sidewalks, Approaches, ADA Ramps :242023 1/1820231033000 IM,x Design Rapid Redi Mix IRRM6020ASS 4060 i Concrere for Strom Draiv Swcmru I/182023 1033000 IMiz DesLp Riq d Redi Mu :RRM5320A 3000 psi Concrete fw Blo.Id.g 1/1820231033000 IMix Design Raqq,d Redi Mix IRRM5020A 3000 psi Concrere fro Curb, Gutter, Driveways, Sidewalk, Ramps 9/92022 103 30 00 IMix Design Redi-Miz IDCA2E554 3000 9si Concrete Mix ton Rip Raq� Notice 9/92022 103 30 00 IMix Design Redi-Mix IVOL 1524 3000 � Concrete Mix fro Curb 9/92022 03 34 17 Mi. Design Redi-Mix IF6C16621 215,gv Plowable F01-CLSM 9/92022 03 30 00 Mix Dreg Redi-Mix I1OJI1524 3000 psi Ciarnme Mix for Driveways, Sidewalks, ADA Ramps 9N2022 033000 00 Mix Des�n Mix Dint, Redi-Mix I10711504 3000 i Concrete Mix for Sidewalks / / 9/92022 03 3 9/92022 033000000 Miz Design Redi-Mix Redi-Mix I IOL11504 6.06 Sacks 4,000 i Concrete Mix for Sidewalks, Curb & Gutter, Sewer Manhole, Inlets, & Junction Boxes I IOL11524 / 6.00 Sacks / 4,OOr,p�si Concrete Mix Manholes, Inlets, Junction Boxes, Headwalls 19/92022 03 30 00 Mix Design Redi-Mix 17IRJ11524 3500 i Concrete 6fix f Thrust Blocks, Valve Pads 1929/2022 03 30 00 Mix Design Redi-Mix I IOL21524 4000��si Concrete Mix for Manholes 19/92022 03 30 00 Mix Design Redi-Mix :15611524 4000vsi Concrete Mix for Cast -in -Place Storm Drain Structures 919/2 22 03 30 00 Mix Design Red,-Mrx :IOL115FA 3600 psi Cpnwele Mix Our Bridge substructures 9/9/2022 OJ 30 00 IMix Design Redi-Mix 1156115D4 4000 psi Bri Slabs 9/92022 OJ J4 13 IMiz Desipn kedi-Mix :F35238VN I00 i Flow%Is Fill - CLSM 9192022 033413 IMiz Design Redi-Mix IFODI38VMIO p Plowable Fill -CLSM 9/92022 03 34 13 Miz Design Re 110J11554 3000Pi L`ovcrete Mix fro RW 9/9/2 033000 IMix Desion Redi-Mix IPOO138K9 1060 psi Concrete Mix for'Crwch Repair Base Material 9/92022 03 30 00 IMix DV" Redi-Mix 1I OK11524 3600 psi Concrete Mix for Encasement 9/92022 103 30 00 IMix Des Redi-Mix I I ONI 1507 4500 psi (2600 psi (.124 her) Concrete Mix for HES Paving 9/92022 103 30 00 [Mix Deign Redi-Miz I ION11504 5000 psi (3600 psi (& 2 etay�) Concrete Mix for HES Paving :03 30 00 IMiz Design !Rod (Redi-Mix ISOKI 1524 3600 si Concrete Mix for Machin Placed Paviapi .2022 9M2022 103 30 00 IMix Design I IOMI ISD4 4500 psi Concrete Mix f Haad Placed Paving, 51mm Drain Smactums 9/92022 103 30 00 Mix Design :Red-MixI IOM11524 4500JJ�assi Concrete Mu On Hand Placed Paving 9/92022 103 30 00 IMix Design 1Red,-Mix I IOM11504 450d,Mi Concrete Mix for Hand Placed Paving D/9/2022 03 30 00 IMix Design (Redi-Mix 1145CD5P4 4500 psi Concrete Mix fro Hand Placed Paving, Storm Drain Sumem cs 1 t 122022 2 30 00 IMiz Design (Redi-Miz 1145P25P4 4500psi Covcrere fro Storm Drain Swctures 11:03 30 00 IMix Dul�v :Redi-Mix I I OKI 15C4 3506 psi Concrete for Thrust Blocks, Valve Pads 1 l2/5/2022 103 30 00 IMix Darr (Redi-Mix 1156115Ct 4000 poi Concrete for CIP Strom Drain Swetures 1l2/52022 103 30 00 IMix Design IRedl-Mix I IOLI ISC4 3600 psi Conuea for Manhole, Inlet, Junction Box, Headwall 15/152023 103 30 00 Mix Design IRedi-Mix :SOLI 15D5 3600 Concrete for Drilled Shaflaughuny and Tw1fic Signal Foundations SIIS/2023 1033000 I 'x Design 1Redi-Mix IIONII$D6 Slu�jy Displa«mrnt Shafts, Underwater Dril�ed shafts 19/92022 10334 17 IMix Design ISRM Concrete (30000 3,000 psi Concrete far Sidewalks and Ramps, Curb & Guner 19/92022 10334 I7 IMix Design ISRM Concrete 140050 4,000 psi Concrete for Headwalls. Reminiq�, Wall, Collws 19/9/2022 103 30 0 IMiz Des�Frr ISRM Concrete 135023 3.600 psi Comer for Machine Placed Pawng 19/92022 1033000 0 [Mix Desgn ISConcrete 140068 3,600 psi Cpnwde for Machine Placed Paving CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 05/16/2024 Con30 crUU00Cav Ivu 1 /9/2011 03 iz Dedl Mesign SRM Concrete 45300 4,500 poi Concrete fm Hand Placed Paving 19/9/2022 03 30 00 Mix Desigv SRM Concrete 45000 4,500 it Concrete f Hand Placed Pa vi�p 19/9/2022 03 30 00 Mix Design SRM ConcrUe 40326 4,SOO 13,00 ( 3days) pphpi Concrele fin HES Pavi7� I9/9/2022 03 30 00 Mix Design SRM Concrele 35022 3.600 psi Concrete for Junction Box, Relaining Walls 19/92022 03 30 00 Miz Despot SRM Concrete 30050 3,000 psi Concrele fin Side llu, Ramps, Inlets, Junction Boxes, Thrust Blocks, Curb and Gutter, Driveways, Barrier Ramp 12/10/2023 03 30 00 Miz Design SRM Concrete 50310 5,000 psi Concrete f FES Povir� 11/132023 32 13 13 Mix Design S. Concrete 4502.3 4,500yysi Concrete fin Hind Placed Paving 14/12024 03 30 W Mix Design SRM Concrete 906 400ppNN L ccie for Flowable Fill 14/12024 0330 00 Mi. Design SRM Concrete 904 150psi Concrete fin CLSM Trench Repair 14/1/2024 0330 00 MixDesign SRM Concrete 910 Or Concrete for CLSM 14/12ntz4 0330 00 Mi. Design SRM Concrete 45050 4500JJ}}�i Concrete 15/5/2023 0330 W Mix Dar SRM Concrete DI OOOO8553C8 4,000 psi Cancrere fin Bdrit A aach Slab, Deck Slab 19/92022 0330 00 Mix Design Tarrant Concrete FW60AIW 4500 ppsi Concrete Mu fin Hand laced Paving 19/92022 0330 00 Mix Design Tarrant Concrete FW6020AHP 4500 Concrete Mix f Hand Placed PawnP1 19/9/2022 03300000 00 Mix Design Tarrant Co.— TCFW6020AHP 4rJ�si Concrete Mix for Hand Placed Paving 19/92022 19/92022 03 30 00 03 30 00 Mix Design Mi. Design Tarrant Concrete Tarrant Concrete FW7520AMR 4500 (3600 psi 9ny 3-dq ) psi Concrete HES Paving FW6520AMR 4500 (3000 psi (4) 3-days) psi HES Paving 19/9/2022 03 30 00 Mi. Desp Tarrant Concrete FW5520AMP 3600�b Concrece for Machine Placed Paving 19/92022 033 00 Mix Desµ9n Tarrant Concrece FW5320A 3000y� I L'oncrete Mix for Blockisv 19/92022 033413 Miz Don Tarrant Concrete FWFFISOCLSM 50-I SO psi Floweble Pill-CISM 19/9/2022 03340103 Mix Design Tarrant Concrete FWFF275 50-I50 i Flowablc Fill - CLSM 19/9,2 03 30 Mix Design Tarrant Concrete FW6020A2 4001(pfsAi Camm�e Mix for Storm Dmin Suuctures 10/10/2022 033000 00 Mix Design Tmmnt Concrete TCFW6025A2 4000 psi Concrete for Manholes 1/0/102022 0330 00 Mix Dest Tarrant Concrete TCFW5020A 3000 it Concrete for Sidewalks 19/92022 0330 00 Mix Design Tarrant Concrete FW5025A 3000 psi C-ancrate Mix for Curb &Gutter, Driveways, Sidewalks, ADA Ramps 19/9/2022 0330 00 Mi. Design Titan Ready Mix 3020AE 3000�%i Concrete far Sidewalks 19/92022 033000 Mix Design Turnout Concrete CP5020A 3000�J Concrete Mix for Curb and Gunter 19/92022 0330 00 Mix Desgp T-1 Concrete FW5525A2 3601) 1 Concrele Mix fin Sidewalks, Drive Approaches, ADA Ramp 19/92022 033000 00 Mix Des�n Titan Read�yy Mix TRC4520 4500 psi Concrele for Hand Placed Paviv 9/92022 03 30 00 Mix DesignTrueGrit RediMix 0250.2303000TiConcreceMixfinFllwmkM Gotta, Driveways, Sidewalks, ADA Ramps 9/92022 03300Miz Da��n T. Grit Redi Mix 270.230 5000pFi Concrete for Hand PlacedPavivH�9/92022 �9/9/2022 03 30 00 MizDesin True Grit Redi Mix M50.2301 3000 psi Concre[ Mix for Curb &Gutta,Drivewa3rs, Sidewalks, ADA Ramps 9/92022 033000 Miz Design Tme Grit Redi Mix 0260.2302 4000 psi Concrete Mix for Machine Placed Paving 033000 Mix Design True Grit Redi Mix 0255.2301 3600 psi Concrete Mix for Machine Placed Paving 19/92022 033000 Mix Design Tme Grit Redi Mix 0260.2301 4500 psi Concrete Mix for Hand Placed Paving 19/92022 03 30 00 Mix Design TrueGrit Redi Mix 0261,2301 4500 Concrete Mu tar letter Gutters. Hand Placed Paving 32 13 13 Mix Dert es Wildcatter Redi-Mix 3620AI / 6,00 Saks / 3.600 psi Con arse Mix for Machine Placed Paving 11113112113 1120/2023 32 13 l3 Mtx Design Wildcatter Rcdi-Mu 4520AI / 6.50 Sucks 14,500 psi Concrece Mix for Hand Placed p Fe 11202023 03 30 00 Miz Darn W' droner Redi-Miz 3020AI / 5.00 Sacks / 3,000 psi Concrete Miz fin Sidewalks and Inlcis 4/12024 03 30 00 Mtz Design Wildca a Redi-Mix / 517 Sacks / 3600,,qq��i Concrete Mix fin Foundations/Structures 111130/2023 0330 0 Mix Des n Wildcatter Redi-Mix 4020AI / 6.00 Sacks / 4,000 Q t Concrete Mix far Sidewalks and Inlets 19/9/2022 03300 00 Mix Design Wise Redi Mix 3678 3600 psi Conerete Mix %r Lighting and Traffic Signal Foundations I ApWt Pavlrg 19/9/2022 19/9/2022 32 2 1 t6 321216 -}vlix Design Mix Design Austin As halt Austin A �ralt FT5D137965 PG64-22 Tvpe D Fine Sort DASD135965 PG64-22 Tvas Fine Smfce 19/92022 321216 Mix Da4gn Austin A0.e�calt FT5H1179fi5 PG64-22 T,Y7eH Five Base 19/92022 321216 Mix Design Auslin Asap FTIBI39965 PG64-22T BFine Base ' 19/92022 321216 Mix Des�n Austin Ault FTIBI17.2PG64-22 iypeFive Base 321216 Mix Design Reynolds s halt 340-DG-B PG( Typ�B Base Course 11/112024 9/92022 32 l2 16 Mix Design Reynolds Asntalt 1901D PG64-22 Type D Pine Surf 9/92022 321216 11 Mix Design Reynolds AY�alt 11 12B PG64-22 Type B Fine Base 9/92022 32 2 6 Mix Design Reynolds Asqq),�A 1612B PG64-22 Tye B Fine Base 11202023 32 12 16 MixDear Reynolds Asphalt 2101D PG64-22 T D Fine Surface 9/9/2022 32 12 16 Mix Desk Sunmoun[ Paving 341DV6422 PG64-22 Trpe D Fine S.1h. 11262022 132 12 l6 M. Desgr Sunvmam Paving 340DV6422 PG64-22 7JP� D Fine Surface l2/52022 133 12 16 Mix Des Surmount Paving 3076BV6422 P662-22'fy� B Fine Base 9/92022 132 12 l6 Mrz Des Surmount Paving 341-BRAP6422ERG PG64-22Type B Fine Base 9/9/2022 132 12 16 Mtx Design TXBTT 37-211305-20 PG64-22 Type B F"me Base 9/9/2022 1321216 Mix Design TXBTT 44-211305-17 PG64-22'f' B Fine Base 9/9/2022 132 12 16 Mix Design TXBTT 211305 (1757) PG64-22 ws - Fine Base N 9/9/2022 132 12 16 Mix Des TXBIT 222471111111 PG54-22'f Fine Surface 9/9/2022 132 l2 16 Mix Design TXBTT 29-222475-19 PG64-22 T, D Fine Surface 9192022 132 12 16 Mix Design TXBTT 1-222475-20 PG64-22Iyyooe D Fine Surface 9/9/2022 132 l2 16 Mix Des�on TXBTT 64-224125-I8 PG70-22'l�ue D Fine Sur c 9/9/2022 132 12 16 aM.cx Des�n TXBIT 12-222475-19 PG64-22 Type D Fine Surfce 4/1/2024 32 12 16 M1x Design TXBIT 344 MACSP-D 70-22XR SAC A-R Type D Fine Surface Detectable Wsum" Surface 9/9/2022 32 13 20 DWI - Paverx Pine Hall Brick ( Winston Salem, NC) Tactile Pavers 9/9/2022 32 13 20 DWS - Pavers (Houston, TX) Detectble Warman Pven 9192022 321320 DWS-Composite [cs1—B,rkCo. gineered Plastics, Inc.(Williamsville,Armor Tile 9/9/2022 321320 DWS-Composite DA Solution,(Wilmington, MA) Heritage Brick CIP Composite Paver4/72023 321320 DWS-Pavers DA Solutions(Wilmington, MA) Detectable Warning Pavers FORT WORTH. � S CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 05/16/2024 Slltcone Jdnt Seaant 9/9/2U22 Applied,SmYY..le Comppnmt, Silicone Joint Sealant D5893 9/92022 32 13 73 Jm Sealant Tremco 9005L - Cold A icd, Sin, l Component, Silicone Joint Sealant ASTM D5893 I321373 9/9/2022 121113 9/9/2022 32 13 73 1'':ntSealant IDow Joint Sealant Pccom Joint Sulam Crafty I890SL-Cold 30051-Cold Applied, Sin C�'^�Pnut, Silicone Joint Sealant RoadSaver Silicone - Cold polied, Sutglo Component, Silicone Joint Sealwt IASTM ASTM D5897 ASTM D5893 UNIT} Trench Embedment Sand 91912122 1330 10 Embedment Sand Silvis Creek Malenuls �Uutij ulily Embedment Sand JASTM C33 9/9/20221330510 Embedment Sand Crouch Materials Utility Embedment Sand ASTM C33 9/9/2022 13305 10 Embedment Sand F and L Dirt Movers Utility EmbAmeut Sand ASTM C33 9/9/2022 33 OS IO Embedment Sand F and L Dirt Movers Utili�Embedmem Sand pSTM C33 19/92022 33 05 10 Embedment Sand Tin Top Martin Mariana ityAmbedntent Sand ASTM C33 Storm Sewer - Mmhalu & Bsses/Frama A,Covers/Standard JRound) 33-05-13 :1128/201. 3305 13 Madrole Frames and Coven Aa Cast (Govi Sreel Company, LTD) MHRC #220605 (Sim - ""24" Dia.) ASTM A49 AASHTO M306 19,2812018 33 05 13 Mouth In Cover Neenah Fouo��15'' NF-1274-T91 (Sim - 32" Dia.) ASTM A48 AASBTO M306 19/28/2018 3305 13 Manhole Frames and Covers Necnah FoonQry NF-1743-LM ab.&cd) (Sim- 32" Dia.) A57M A48 AASBTO M306 1920018 3305 13 Manhole Frame Neenah FounddFJ,v NF-1930-30 (Sim - 2.25" Dia.) ASTM A48 AASBTO M306 :9282018 33 OS 13 Manhole Frames and Covers Neenah Fomdry R-1743-HV (Size - 32" Dia.) ASTM A48 AASHTO M306 14/32019 33 05 13 Manhole Frames and Covers SIP industries + 2279ST (Sim- 24" Dia.) ASTM A4AASHTO M306 14/32019 33 05 13 Manhole Frames and Covers SIP Industries + 2280ST (Size - 32" Dia.) ASTM Al:8 AASHTO M306 110/82020 33 05 13 MaMole Frames and Covers (Fom11 East Jordan loon Works) EJ1033 Z2/A (Sim - 32.25" Dial ASTM A536 AASHTO M306 IEJ ' Nos:AAf,uwdavalopnenrand nav insrollodan, a h klips spar Weer rlu minrmnm 3q-inch opening regaircnenrm+PaalFmhr CtiP Slnzifrcedun 1J pJ 13.Aq•amuller upeainp son will on6•be ullawed/ere uiuiaq meMoka rfin require reP6remenrJrames and roves 1 Storm Sewer - Inlet & Structures 33-05-13 10/82020 33 49 20 Curb Nets Forteme FRT-1Ox3405-PRECAST'" (Size - IP X 3 ASTM C913 10/8/2020 334920 Curb Inlets Fortuna FRT-IOx3406-PRECAST""(Si ze-10'X 3� ASTM C913 1019/2020 33 49 20 110/912020 Curb Inlets Fortam-a FRT-I Ox4.5-407-PRECAST"" (Size - 10' X 4.51 ASTM C913 10/8/2020 334920 20 Curb Inlets Forte— FRT-I Ox4.5420-PRECAST"" (Sim - I W X 4.51 ASTM C913 333920 Manhole Fortema FRT-4X4A09-PRECAST-Top (Sin -4'X 41 ASTM C913 10/82020 333920 Manhole Fmtema FRT4X4409-PRECAST-BASE (Sim - 4' X 41 'ASTMC913 10/82020 3339 20 Manhole Forlema FRT-5X541 5 5' X S1 ASTM C913 10/82020 333920 Mnahole Fprtemn FRT-5X5-010-QS-SE (Stm-5'X 5) ASTM C913 10/82020 33 39 20 Manhole Fort— FRT-6X6411-PRECAST-TOP (Sim - 6' X 61 ASTM C913 10/8/2020 333920 Manhole Forema IFRT-6X6.41 l-PRECAST-BASE(Sim-6'X61 ASTM C913 3/19/2021 33 49 20 Curb Inlets Thoropson Pipe Group ITPGIOX3405-PRECAST INLET•" (Size - 10'X 31 ASTM 615 3/192021 33 49 20 turb inlets Thompson Pipe Group ITPGISX3405-PRECAST INLET"" (Sim- l5' X 31 ASTM 615 3/19/2021 134920 (Curb Inlets Thompson P�.Group ITPG20X3405-PRECAST IFILET•"(Size-20'X 71 ASTM 615 3/192021 333920 IMsnhole Iompson Pipe Group :TPG4X4409-PRECAST TOP (Sin -4'X41 ASTM615 3/19/2021 1333920 :Manhole :Thompson Pipe Group ITPG4X4-409-PRECAST BASE (Sin -4'X41 ASTM 115 13/192021 1333920 :Manhoe Iompson Pipe Group ITPG4X4412-PRECAST 4-FT RISER(Sin-4'X41 ASTM 6l5 13119/2021 133 39 20 :Manhole :Thompson Pipe Group 17PGSX5410-PRECAST TOP (Sim - 5' X 51 ASTM 615 131192021 133 39 20 :Manhole IThmripson P�e Group ITPG5X5410-PRECAST BASE (Sin - 5' X 51 I7ASTM 615 13/19/2021 133 39 20 :Manhole :Thompson P Group :TPG5X5412-PRECAST 5-FT RISER (Sim - 5'X 51 IASTM 615 13/19/2021 1333920 :Manhole :Thmtmson P�e Group :TPG6X6411-PRECAST TOP(Sin -0X 61 IASTM 615 13/19202/ 1333920 :Manhole IThomwon P�e Group ITPG-6X6-411_PRECAST BASE (Sin -6'X 6) IASTM 615 13/192021 1333920 1Manhole :Thompson P�e Group :TPG-6X6.412-PRECAST 6-FT RISER (Size - 6' X 6) 615 13//92021 :333920 :Manhole :Thompson P�e Group ITPG-7X7A I-PRECASTTOP(Size-7'X71 ASTM 615 :3/192021 :33 39 20 :Manhole IThorrim" Pie Group :TPG7X741l-PRECAST BASE (Size - TX 71 �ASTM ASTM 615 13/19/2021 :333920 :Manhole :Thompson IT, Group ITPG7X7412-PRECAST 4-FT RISER (Size-TX7) ASTM 615 13/19/2021 1333920 IMaphole Ieroson Pipe Group :TPG8XII41 I -PRECAST TOP (Sin -8'X 81 ASTM 615 13/19/2021 1333920 IManhole IThovtpaonP Group ITP' X8411-PRECAST BASE (Sin -8,X 81 IASTM 615 13/192021 1333920 IMauhole IThomosonPGrpup ITPG-8X8412-PRECASTS-FT RISER (Siu-8'X81 IASTM 615 :3/192021 :334920 :Dr Inlet MiompsonP Group ITPG-4X4408-PRECAST INLET (Sin -4'X41 IASTM 615 :3/192021 :334920 :Dro%%p�Iinlet :ThompsonPTc Group TPG-5X5408--PPRECASTNLELET(gSrzee-5'X 5) ASTM 615 3/1912021 13 18282023 t ldcasptle Ptce w If 1334910 :Manholes Precusst46x 485mekeA Maphde (Siie-4'X411 ASTM C478 8282023 :330 IMavhole Oldcasdc Precast 5'x 8'Smrm Junction Box (Size-5'X81 ASTM C478 8282023 13349I IMavWe Oldcmtic Precast 4'x4' Station Junction Box(Size-TX 41 ASTM C476 828/2023 13349 l0 :Manhole Oldcastle Precast 5' x 5' SternaJunction Box (Sim - 5' X 51 ASTM C478 928/2023 133 49 10 :Manhole Oldcastle Precast 6' x 6' Stmtn junction Box (Siu - b' X fii ASTM C478 33 49 IO :Manhole OldcasUe Precast It's 8' S—Junction Box Base (Size - 8' X 81 ASTM C478 :28/2023 B/28/20231334910 IManhole Oldcas Ic Precast Tx 8' Storm Juncuoa Box Base (Size - 5' X 81 ASTM C478 8/282023 33 49 10 iMadtole Rinker Materials Reinf d 48" Diameter Spread Footing Manhole (Size -4' X 41 ASTM C4373 k�1282023 :33 39 20 :Curb Inlet l0 k 3' Riser :Thompson Pipe Group Inlct Riser (Size - 3 FT) ASTM C913-16 IS/28/2023 173 39 20 :Curb Iola IS k 3' Riser IThmnnson Pipe Group Inlet Riser (Sin - 3 FT) IASTM C913-16 I82812023 133 39 20 (Curb Ind. 20'x 3' Riser IThom�o n PSoc GrauqQ linter Riser (Size . 3 FU IASTMC913-16 11/122024 1334920 IDroglnlet IA riTex P� ffiPraducts :Drop Inite(4'X41 :ASTM C913 I/122024 133 49 20rWoq Jnlet IAmeriTex PrPe &Praducrs 1Drop Inl¢ (5' X 51 IASTM C917 11//92024 133 49 20 Mardtole IAmeriTex Pre ffiProducts (Precast 4k4' Smrm Junedon Box IASTM C913 Il/192024 1334920 Manhole IAmeriTex P�Pe ffiProducu (Precast SkS'Slorm Junction Box 1ASTM C913 11//92024 133 49 20 I anhole �AmeriTex Prce &Products :Precast Tansilion MH (4' MH on the too of 5' JB) IA. C913 I1/192024 133 49 20 IMaahole I Tea P� &Products (Precast 6k6' Storm Junction Box �ASTM C913 I I/192024 1334920 IMaphde IAnwri-P &Products 16'Precast Tansitim MH(4'MHon We top of6']B) IASTM C913 1/192024 133 49 20 IManbole IAmaiTex PFe &Products :Precast 8k8' Stmm Junction Box IASTM C913 `` 1/192024 13349 20 IMaande IA—T" P`m &Products I8' Precast Tansitiou MH (4' MH on the top of 8' JB) :ASTM C9133 11/192024 13349 20 IMarvtule I A—dTex Pipc &Prodwxs Tvac C Stoner Drain Manhole on Box (4' MH on the ne f RCBI IASTM C917 ""N :Pre<ea ink are aPpavel/urdu araxelpara'vn Irhernnnore(6nin) only. Shoe rJporden lth, alragare ora ragnimd ro be roar In -playa Nu exealydwu—Ins,aganaaens benlbwe4 CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 05/16/2024 Storm Sewer - Plow & Boxes 33-05-13 4/912021 3341 13 Sosm Drain Pipes Ad—d Drainage Sysoso, Iro. (ADS) ADS HP Storm Patvr��vlene (PP) Pi, f (Sizc - 12" - 60" ASTM F2881 & AASHTO M330 8/2S/2023 33 49 10 Storm Drain Pipes Rinker Materials Rein( ed Coocete Pipe Tongue and irroove Joint Pipe (siu - 21" or larger) ASTM C76, C655 8/282023 33 49 10 Culvert Box Rinker Materials Reinforced Concrete Box Culvert (Sze - Various) ASTM C789, C850 10/12/2023 33 41 10 Stonn Drain Pipes AmeriTex Pine &Products Reinforced Concrete Pipe Tongue and Groove Joint Pipe" (Size - 15" or larger) ASTM C76, C506 10/122023 344 10 Culvert Box AmedTex Pr�yF &Products Reinforced Concrete Box Culvert (size - Various)) ASTM C1433,C1577 10/182023 35 41 10 Stonn Drain Pipes The Turner Co. Reinf d Concrete Pipe Tongue and Groove Joint Pipe' (Situ -15" or larger) ASTM C76, C506 10/10023 3641 to Calvin Box The Turner Co. Zinforced Concrete Box Culver(size - Various) ASTMC1433,CI577 CITY OF FORT WORTH FORT WORTH. WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 12/29/2023 IApprovall Spec No. IClasssification Manufacturer Model No. National Spec Size Water & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/16) I 07/23/97 33 05 13 Urethane Hydrophilic Waterstop Asahi Kogyo K.K. Adeka Ultra -Seal P-201 ASTM 132240/13412/13792 I 04/26/00 33 05 13 Offset Joint for 4' Diam. MH Hanson Concrete Products Drawing No. 35-0048-001 I 04/26/00 33 05 13 Profile Gasket for 4' Diam. MH. Press -Seal Gasket Corp. 250-4G Gasket ASTM C-443/C-361 SS MH I 1126199 33 05 13 HOPE Manhole Adjustment Rings Ladtech, Inc HDPE Adjustment Ring Traffic and Non -traffic area I 5/13105 33 05 13 Manhole External Wrap Canusa - CPS WrapidSeal Manhole Encapsulation System I Water & Sewer - Manholes & Bases/Fiberglass 33-39-13 (1/8/13) I I 1/26/99 33 39 13 Fiberglass Manhole Fluid Containment, Inc. Flowthe ASTM 3753 Non -traffic area I 08/30/06 I 33 39 13 Fiberglass Manhole L.F. Manufacturing Non -traffic area I Water & Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16) I33 05 13 IManhole Frames and Covers I Westem Iron Works, Bass & Hays Foundry 1001 24"x40" WD Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16) " 3305 13 Manhole Frames and Covers Westem Iron Works, Bass & Hays Foundry 30024 24" Dia. * 3305 13 Manhole Frames and Covers McKinley It. Works Inc. A 24 AM 24" Dia. I 08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry R-1272 ASTM A48 & AASHTO M306 24" Dia. I 08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry NF 1274 ASTM A48 & AASHTO M306 30" Dia. I33 05 13 Manhole Frames and Covers Sigma Corporation MH-144N I33 05 13 Manhole Frames and Covers Sigma Corporation MH-143N I33 05 13 Manhole Frames and Covers Pont-A-Moreson GTS-STD 24" the. I33 05 13 Manhole Frames and Covers Neenah Casting 24" the. I 10/31/06 33 05 13 Manhole Frames and Covers (Hinged) Powerseal Hinged Ductile Iron Manhole ASTM A536 24" Dia. I 7/25/03 3305 13 Manhole Frames and Covers Saint-Gobain Pipelines (Pamrex/rexus) RE32-R8FS 30" Dia. I 01/31/06 3305 13 30" Dia. MH Ring and Cover East Jordan Iron Works V1432-2 and V1483 Designs AASFITO M306-04 30" Dia. I 11/02/10 3305 13 30" Dia. MH Ring and Cover Sigma Corporation MH165IFWN & MH16502 30" Dia I 07/19/1 t 3305 13 30" Dia. MH Ring and Cover Star Pipe Products NIH32FTWSS-DC 30" Dia I 08/10/11 3305 13 30" Dia. MH Ring and Cover Accucast 220700 Heavy Duty with Gasket Ring 30" Dia 30" ERGO XL Assembly 10/14/13 3305 13 30" Dia. MH Ring and Cover (Hinged & Lockable) East Jordan Iron Works with Cam Lock/MPIC/T-Gasket ASSFITO MI 05 & ASTM A536 30" Dia I 06/01/17 3405 13 30" Dia. MH Rine and Cover (Lockable) CI SIP Industries 2280 (32") ASTM A 48 30" Dia. CAP-ONE-30-FTW, Composite, w/ Lock 09/16/19 33 05 13 30" Dia. MH Ring and Cover Composite Access Products, L.P. w/o Hing 30" Dia. 10/07/21 34 O 13 30" Dia. MH Ring and Cover Trumbull Manufacturing 32"(30") Frame and Cover 30" Dia. Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/16) * 33 05 13 Manhole Frames and Covers Pont-A-Mousson Pamtight 24" Dia. * 33 05 13 Manhole Frames and Covers Neenah Casting 24" Dia. * 3305 13 Manhole Frames and Covers Western Iron Works,Bass & Hays Foundry 300-24P 24" Dia. * 3305 13 Manhole Frames and Covers McKinley Iron Works Inc. WPA24AM 24" Dia. 03/08/00 3305 13 Manhole Frames and Covers Accucast RC-2100 ASTM A 48 24" Dia. 04/20/01 3305 13 Manhole Frames and Covers (SIP)Serampore Industries Private Ltd. 300-24-23.75 Ring and Cover ASTM A 48 24" Dia. Water & Sewer - Manholes & Bases/Precast Concrete Tev 1/8/13) * 33 39 10 Manhole, Precast Concrete Hydro Condurt Corp SPL Item -1 ASTM C 478 48" * 33 39 10 Manhole, Precast Concrete Wall Concrete Pipe Co. Inc. ASTM C-443 48" 12/0S/23 33 39 10 IManhole, Precast Concrete The Tumer Company 72" I.D. Manhole w/ 32" Cone ASTM C 478 72" OS/08/18 33 39 10 Manhole, Precast Concrete The Turner Company 48", 60" I.D. Manhole w/ 32" Cone ASTM C 478 48", 60" I 10/27/06 33 39 10 Manhole, Precast Concrete Oldeastle Precast Inc. 48" I.D. Manhole w/ 24" Cone ASTM C 478 48" Diam w 24" Ring I I 06/09/10 33 39 10 Manhole, Precast (Reinforced Polymer)Concrete US Composite Pipe Reinforced Polymer Concrete ASTM C-76 48" to 72" I I 09/06/19 33 3920 Manhole, Precast Concrete Forterra Pipe and Precast 60" & 72" I.D. Manhole w/32" Cone ASTM C-76 60" & 72" I I 10/07/21 32 39 20 Manhole, Precast Concrete Forterra Pipe and Precast 48" I.D. Manhole w/32" Cone ASTM C-77 48" I I 10/07/21 33 3920 Manhole, Precast (Reinforced Polymer) Concrete Armon-k 48" & 60" I.D. Manhole w/32" Cone 48" & 60" I I 10/07/21 33 3920 Manhole, Precast (Hybrid) Polymer & PVC Predl Systems 48" & 60" I.D. Manhole w/32" Cone 48" & 60" Non Traffic Areas I ASTM C-478; ASTM C-923; -1/07/23 33 3920 Manhole, Precast Concrete AmeriTex Pipe and Products, LLC 48" & 60" I.D. Manhole w/32" Cone ASTM C-443 I 03/07/23 33 3920 Manhole, Precast (Reinforced Polymer) Concrete P3 Polymers, RockHardscp 48" & 60" I.D. Manhole w/32" Cone I I 04/28/07 Manhole, Precast (Reinforced Polymer) Concrete Amiteeh USA Meyer Polycrete Pipe I I I I Sewer -(WAC) Wastewater Access Chamber 33 39 40 I I Water & Sewer - Manholes & Bases/Rehab Svstems/Cementitious IE1-14 Manhole Rehab Systems Ouadex I 04/23/01 E1-14 Manhole Rehab Systems Standard Cement Materials, Inc. Relmer MSP E1-14 Manhole Rehab Systems AP/M Permaform I 4/20/01 E1-14 Manhole Rehab System Strong Company Strong Seal MS2A Rehab System I 5/12/03 E1-14 Manhole Rehab System (Liner) Triplex Lining System MH repair product to stop infiltration ASTM D5813 I08/30/06 I General Concrete Repair FlexKrete Technologies Vinyl Polyester Reparr Product Misc. Use I * From Original Standard Products List 1 FORT WORTH® CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST (Approval Spec No. IClasssification I Manufacturer Water & Sewer - Manholes & Bases/Rehab Svstems/NonCementitious 05/20/96 E1-14 Manhole Rehab Systems Spravrog, 12/14/01 Coating for Corrosion protection(Exterior) ERTECH 01/31/06 Coatings for Corrosion Protection Chesterton 8/28/2006 Coatings for Corrosion Protection Warren Environmental 33 01 16, 33 39 10, 03/19/18 33 39 20 Coating for Corrosion protection(Exterior) Sherwin Williams Water & Sewer - Manhole Inserts - Field Onerations Use Only (Rev 2/3/16) * 33 05 13 Manhole Insert Knutson Enterprises * 3305 13 Manhole Insert South Western Packaging * 33 05 13 Manhole Insert Nofiow-Inflow 09/23/96 3305 13 Manhole Insert Southwestem Packing & Seals, Inc. 09/23/96 3305 13 Manhole Insert Southwestern Packing & Seals, Inc. Water & Sewer - Pine Casine Spacers 33-05-24 (07/01/13) 11/04/02 Steel Band Casing Spacers Advanced Products and Systems, Inc. 02/02/93 Stainless Steel Casing Spacer Advanced Products and Systems, Inc. 04/22/87 Casing Spacers Cascade Waterworks Manufacturing 09/14/10 Stainless Steel Casing Spacer Pipeline Seal and Insulator 09/14/10 Coated Steel Casin Spacers Pipeline Seal and Insulator 05/10/11 Stainless Steel Casing Spacer Powerseal 03/19/18 Casing Spacers BWM 03/19/18 Casing Spacers BWM 03/29/22 3305 13 Casing Spacers CCI Pipeline Systems Water & Sewer - PiDes/Ductile Iron 33-11-10(1/8/13) Model No. National Spec Spray Wall Polyurethane Coating ASTM D639/D790 Series 20230 and 2100 (Asphatic Emulsion) Arc 791, S1BB, Sl, S2 Acid Resistance Test S-301 and M-301 RR&C Dampproofing Non-Fibered Spray Grade (Asphatic Emulsion) Made to Order - Plastic ASTM D 1248 Made to Order - Plastic ASTM D 1248 Made to Order - Plastic ASTM D 1248 Lifesaver - Stainless Steel TetherLok- Stainless Steel Carbon Steel Spacers, Model SI Stainless Steel Spacer, Model SSI Casing Spacers Stainless Steel Casing Spacer Coated Steel Casin Spacers 4810 Powerchock SS-12 Casing Spacer(Stainless Steel) FB-12 Casing Spacer (Coated Carbon Steel) for Non_rressme Pipe and Grouted Casing CSC12, CSS12 * 33 11 10 Ductile Iron Pipe Griffin Pipe Products, Co. Super Bell-Tite Ductile Iron Pressure Pipe, AW WA C150, C151 08/24/18 33 11 10 Ductile It. Pipe American Ductile Iron Pipe Co. American Futile Pipe (Bell Spigot) AW WA C150, C151 08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Flex Ring (Restrained Joint) AW WA C150, C151 * 33 11 10 Ductile Iron Pipe U.S. Pipe and Foundry Co. AW WA C150, C151 * 33 11 10 Ductile Iron Pipe McWane Cast Iron Pipe Co. AW WA C150, C151 Water & Sewer - Utility Line Marker (08/24/2018) Sewer - Coatin¢s/Enoxv 33-39-60 (01/08/13) 02/25/02 Epoxy Lining System Sauereisen, Inc SewerGard 21ORS LA County #210-1.33 12/14/01 Epoxy Lining System Enech Technical Coatings Ertech 2030 and 2100 Series 04/14/05 Interior Ductile Iron Pipe Coating Induron Protean 401 ASTM B-117 01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, S1BB, Sl, S2 Acid Resistance Test 8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer - Coatin¢s/Polvurethane Updated:12/29/2023 Size Structures Only Sewer Applications Sealer Applications For Exterior Coating of Concrete Structures Only For 24" dia. For 24" dia. For 24" dia. For 24" dia. For 24" dia Up to 48" Up to 48" Up to 48" 3" fl m 24" 4" thm 30" 4" thm 30" Ductile Iron Pipe Only Sewer Applications Sealer Applications Sewer - Combination Air Valves 05/25/18 33-31-70 Air Release Valve A.R.I. USA, Inc. D025LTP02(Composite Body) 2" Sewer - Pines/Concrete * E:- Conc. Pipe, Reinforced Wall Concrete Pipe Co. Inc. ASTM C 76 * E I-04 Conc. Pipe, Reinforced Hydro Conduit Corporation Class III T&G, SPL Item #77 ASTM C 76 * E I-04 Conc. Pipe, Reinforced Hanson Concrete Products - - - -, - ASTM C 76 * E I-04 Conc. Pipe, Reinforced Concrete Pipe & Products Co. Inc. ASTM C 76 Sewer - Pine Enlarement Svstem (Method)33-31-23 (01/18/13) PIM System PIM Corporation Polyethylene PIM CorP.. Piscata WaY, N.J. Approved Previously McConnell Systems McLat Construction Polyethylene Houston, Texas Approved Previously TRS Systems Trenchless Replacement System Polyethylene Calgary, Canada Approved Previously * From Original Standard Products List 2 FORT WORTH® CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 12/29/2023 (Approval Spec No. )Classsification Manufacturer Model No. National Spec Size Sewer- PiDe/Fiber0ass Reinforced/33-31-13(1/8/13) 7/21/97 33 31 13 Cent. Cast Fiberglass (FRP) Hobas Pipe USA, Inc. Helios Pipe (Non -Pressure) ASTM D3262/D3754 03/22/10 33 31 13 Fiberglass Pipe (FRP) Ameron Bondstrand RPMP Pipe ASTM D3262/D3754 04/09/21 3331 13 Glass -Fiber Reinforced Polymer Pipe (FRP) Thompson Pipe Group Thompson Pipe (Flowtite) ASTM D3262/D3754 03/07/23 3331 13 Fiberglass Pipe (FRP) Future Pipe Industries Fiberstrong FRP ASTM D3262, ASTM D3681, ASTM D4161, AW WA M45 Sewer - PiDe/Polvmer PIDe 4/14/05 Polymer Modified Concrete Pioe Anech USA MPolwrete Pipe ASTM C33, A276, -17 8" to 102", Class V 06/09/10 EI-9 Reinforced Polvmer Concrete Pipe UmS Composite Pipe Reinforcedeyer Polymer Concrete Pioe ASTM C-76 Sewer - PiDes/HDPE 33-31-23(1/8/13) * High -density polyethylene pipe Phillips Driswpipe, Inc. Ovticore Ductile Polyethylene Pipe ASTM D 1248 8" * High -density polyethylene pipe Plexco Inc. ASTM D 1248 8" * High -density polyethylene pipe Polly Pipe, Inc. ASTMD 1248 8" High -density Polyethylene pipe CSR Hydro Conduit/Pioeline Systems McConnell Pipe Enlargement ASTM D 1248 Sewer - PiDes/PVC (Pressure Sewer) 33-11-12 (4/1/13) 12/02/11 33-11-13 DR -Id PVC Pressure Pipe Pipelife Jetstream PVC Pressure Pipe AW WA C900 4" thru 12" 10/22/14 33-11-12 DR-14 PVC Pressure Pipe Royal Building Products Royal Seal PVC Pressure Pipe AW WA C900 4" thru 12" Sewer - PiDes/PVC* 33-31-20 (7/1/13), * 33-31-20 PVC Sewer Pioe 1-M Manufacturing Co., Inc. (JM Eagle) SDR-26 (PS115) ASTM D 3034 4" - 15" 12/23/97* 33-31-20 PVC Sewer Pioe Diamond Plastics Corporation SDR-26 (PS115) ASTM D 3034 4" thin 15" * 33-31-20 PVC Sewer Pioe Lamson Vylm Pipe SDR-26 (PSI 15) ASTM D 3034 4" thm 15" 12/05/23 33-31-20 PVC Sewer Pie Vin (tech PVC Pie SDR-26 PS115 ASTM D3034 4" thm 15" 12/05/23 33-31-20 PVC Sewer Pie Vin ltech PVC Pie Grovi Sewer PS 115 ASTM F 679 18" * 33-31-20 PVC Sewer PiJje J-M Manufacmrinv�Co, Inc (JM Eagle) PS 115 ASTM F 679 18" - 28" 05/06/05 33-31-20 PVC Solid Wall Pipe Diamond Plashes Corporation PS 115 ASTM F-679 18" to 48" 04/27/06 33-31-20 PVC Sewer Fittings Harco SDR-26 (PS 115) Gasket Finings ASTM D-3034, D-1784, etc 4" - 15" * 33-31-20 PVC Sewer Fittings Plastic Trends, Ine.(Westlak) Gasketed PVC Sewer Main Fittings ASTM D 3034 1 3/19/2018 33 3120 PVC Sewer Pipe Pipelife Jet Stream SDR 26 (PS 115) ASTM F679 18"- 24" 1 3/19/2018 33 3120 PVC Sewer PTe Pipelife Jet Stream SDR 26 ASTM D3034 4"- 11" 1 3/29/2019 33 3120 Gasketed Fittings (PVC) GPK Products, Inc. SDR 26 ASTM D3034 4"- 15" 1 10/21/2020 33 3120 PVC Sewer Pipe NAPCO(Westlake) SDR 26 ASTM D3034 4" - 15" 1 10/22/2020 33 3120 PVC Sewer Pipe Sanderson Pipe Corp. SDR 26 ASTM D3034 4"- 15" 1 10/21/2020 333120 PVC Sewer Pipe NAPCO(Westlake) SDR 26 PS 115 ASTM F-679 18"-36" Sewer - PiDes/Rehab/CIPP 33-31-12 (01/18/131 * Cured in Place Pioe In in— Texark, Inc ASTM F 1216 05/03/99 Cured in Place Pioe National Envirotech Group National Liner, (SPL) Item #27 ASF-1216/D-5813 05/29/96 Cured in Place Pipe Remolds Inc/Inliner Technol" (Inliner USA) Inlmer Technology ASTM F 1216 Sewer - Piues/Rehab/Fold & Form * Fold and Form Pipe Cullum Pipe Systems, hic. 11/03/98 Fold and Form Pipe Insimform Technologies, Inc. Insituform "NuPine" ASTM F-1504 Fold and Form Pipe American Pipe & Plastics, Inc. Demo. Purpose Only 12/04/00 Fold and Form Pipe Ultralner Ultraliner PVC Alloy Pipelmer ASTM F-1504, 1871, 1867 06/09/03 Fold and Form Pipe Miller Pipeline Com. EX Method ASTM F-1504, F-1947 UP to 18" diameter Sewer - PiDeS/ODen PCoelle Laree Diameter 09/26/91 E100-2 PVC Sewer Pipe, Ribbed Lamson Vylon Pipe Carlon Vylon H.C. Closed Profile Pipe, ASTM F 679 18" to 48" 09/26/91 E100-2 PVC Sewer Pipe, Ribbed Extrusion Technologies, Inc. Ultra -Rib Open Profile Sewer Pipe ASTM F 679 18" to 48" E100-2 PVC Sewer Pipe, Ribbed Up -or ETI Company 11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Double Wall Advanced Drainage Systems (ADS) SaniTite UP Double Wall (Corrugated) ASTM F 2736 24"-30" 11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Triple Wall Advanced Drainage Systems (ADS) SaniTite HP Triple Wall Pipe ASTM F 2764 30" to 60" * From Original Standard Products List 3 CITY OF FORT WORTH FORT WORTH. WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 12/29/2023 (Approval Spec No. IClasssification Manufacturer Model No. National Spec Size Water - Aoour-enances 33-12-10 (07/01/13) 01/18/18 33-12-10 Double Strap Saddle Romac 202NS Nylon Coated AWWA C800 1"-2" SVC, up to 24" Pipe 08/28/02 Double Strap Saddle Smith Blau 4317 Nylon Coated Double Strap Saddle 07/23/12 33-12-10 Double Strap Service Saddle Mueller Company DR2S Double (SS) Strap DI Saddle AWWA C800 1"-2" SVC, up to 24" Pipe 03/07/23 33-12-10 Double Strap Service Saddle Powerseal 3450AS, Incl. Corp. Stop, ON Strap, Stainless NSF ANSI 372 1"-2" SVC, up to 24" Pipe 10/27/87 Curb Stops -Ball Meter Valves McDonald 6100M,6100MT & 61 OMT 3/4" and 1" 10/27/87 Curb Stops -Ball Meter Valves McDonald 4603B, 4604B, 6100M, 6100TM and 6101M 1'/:" and 2" FB600-7NL, FB1600-7-NL, FV23-777-W-NL, 1/25/2018 33-12-10 Curb Stops -Ball Meter Valves Ford Meter Box Co., Inc. -2-7-L AWWA C800 2" FB600-6-NL, FB1600-6-NL, FV23-666-W- 1111018 33-12-10 Curb Stops -Ball Meter Valves Ford Meter Box Co., Inc. NL, L22-66NL AWWA C800 - ^' FB600-4-NL, FB1600-4-NL, B11-444-WR- 1111.1. 33-12-10 Curb Stops -Ball Meter Valves Ford Meter Box Co., Inc. NL, B22444-WR-NL, L28-44NL AWWA C800 I " 13-25000N, B-24277N-3, B-20200N-3, H- AWWA C800, ANSF 61, 1/25/2018 33-12-10 Curb Stops -Ball Meter Valves Mueller Co., Ltd. 15000N, , H-1552N, H142276N ANSI/NSF 372 _ B-25000N, B-20200N-3, B-24277N-3,H- AWWA C800, ANSF 61, 1111.1. 33-12-10 Curb Stops -Ball Meter Valves Mueller Co., Ltd. 15000N, H-14276N, H-15525N ANSI/NSF 372 1-1/3" B-25000N, B-20200N-3,H-15000N, H- AWWA C800, ANSF 61, 1111.1. 33-12-10 Curb Stops -Ball Meter Valves Mueller Co., Ltd. 15530N ANSI/NSF 372 V 01/26/00 Coated Tapping Saddle with Double SS Straps 1CM Industries, Inc. #406 Double Band SS Saddle 1"-2" Taps on up to 12" 0/5/21/12 33-12-25 Tapping Sleeve (Coated Steel) 1CM Industries, Inc. 412 Tapping Sleeve ESS AWWA C-223 Up to 30" w/12" Out 03/29/22 33-12-25 Tapping Sleeve (Coated or Stainless Steel) 1CM Industries, Inc. 415 Tapping Sleeve AWWA C-223 Concrete Pipe Only 05/10/11 Tapping Sleeve (Stainless Steel) Powerseal 3490AS (Flange) & 3490MJ 4"-8" and 16" 02/29/12 33-12-25 Tapping Sleeve (Coated Steel) Romac FTS 420 AWWA C-223 up to 42" w/24" Out 02/29/12 33-12-25 Tapping Sleeve (Stainless Steel) Romac SST Stainless Steel AWWA C-223 Up to 24" w/12" Out 02/29/12 33-12-25 Tapping Sleeve (Stainless Steel) Romac SST III Stainless Steel AWWA C-223 Up to 30" w/12" Out 05/10/11 Joint Repair Clamp Powerseal 3232 Bell Joint Repair Clamp 4" to 30" Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW37C-12-1EPAF FTW Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW39C-12-1EPAF FTW 08/30/06 Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW65C-14-1EPAF FTW Class "A" Concrete Meter Box Bass & Hays CMB37-B12 1118 LID-9 Concrete Meter Box Bass & Hays CMB-18-Dual 1416 LID-9 Concrete Meter Box Bass & Hays CMB65-B65 1527 LID-9 Water - Bolts. Nuts. and Gaskets 33-11-05 (01/08/13). Water - Combination Air Release 33-31-70 (01/08/13) * E1-11 Air Release Valve GA Industries, Inc. Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A 1" & 2" * E1-11 [rarbombination inationAir Release Valve Multiplex Manufacturing Co. Crispin Air and Vacuum Valves, Model No. 11" 1" & 2" E1-11 ombination Air Release Valve Valve and Primer Corp. APCO 4143C, #145C and #147C 1", 2" & 3" Water - Dry Barrel Fire Hvdrants 33-1240 (01/15/14) 10/01/87 E-1-12 Dry Barrel Fire Hydrant American -Darling Valve Drawing Nos. 90-18608, 94-18560 AWWA C-502 03/31/88 E-1-12 Dry Barrel Fire Hydrant American Darling Valve Shop Drawing No. 94-18791 AWWA C-502 09/30/87 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Shop Drawing No. D-19895 AWWA C-502 01/12/93 E-1-12 Dry Barrel Fire Hydrant American AVK Company Model 2700 AWWA C-502 08/24/88 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Drawings D20435, D20436, B20506 AWWA C-502 E-1-12 Dry Barrel Fire Hydrant ITT Kennedy Valve Shop Drawing No. D-80783FW AWWA C-502 0.1.7 E-1-12 Dry Barrel Fire Hydrant M&H Valve Company Shop Drawing No. 13476 AWWA C-502 Shop Drawings No. 6461 l0/14/87 E-1-12 Dry Barrel Fire Hydrant Mueller Company A-423 Centurion AWWA C-502 Shop Drawing FH-12 01/15/88 E1-12 Dry Barrel Fire Hydrant Mueller Company A-423 Super Centurion 200 AWWA C-502 10/09/87 E-1-12 Dry Barrel Fire Hydrant U.S. Pipe & Foundry Shop Drawing No. 960250 AWWA C-502 09/16/87 E-1-12 Dry Barrel Fire Hydrant American Flow Control (AFC) Waterous Pacer WB67 AWWA C-502 08/12/16 33-12-40 Dry Barrel Fire Hydrant EJ (East Jordan Iron Works) WaterMaster 5CD250 Water - Meters 02/05/93 E101-5 Detector Check Meter Ames Company Model 1000 Detector Check Valve AW WA C550 4" - 10" 08/05/04 Magnetic Drive Vertical Turbine Hersey Magnetic Drive Vertical AWWA C701, Class 1 3/4" - 6" * From Original Standard Products List 4 CITY OF FORT WORTH FORT WORTH. WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 12/29/2023 IApprovall Spec No. IClasssification Manufacturer Model No. National Spec Size Water - Pines/PVC (Pressure Water) 33-31-70 (01/08/13) AWWA C900, AW WA C605, 12/05/23 33-I1-12 PVC Pressure Pie Vin loch PVC Pipe DR14 ASTM D1784 V-16" AWWA C900, AWWA C605, 12/OS/23 33-11-12 PVC Pressure Pipe Vinyltech PVC Pipe DR18 ASTM D1784 16"-18" 3/19/2018 33 11 12 PVC Pressure Pipe Pipelife Jet Stream DR14 AWWA C900 4"-12" 1 3/19/2018 3311 12 PVC Pressure Pipe Pipelife Jet Stream DR18 AWWA C900 16"-24" 1 5/25/2018 33 11 12 PVC Pressure Pipe Diamond Plastics Comoration DR 14 AWWA C900 4"-12" 5/25/2018 33 11 12 PVC Pressure Pipe Diamond Plastics Corporation DR 18 AWWA C900 16"-24" AWWA C900-16 UL 1285 12/6/2018 3311 12 PVC Pressure Pipe J-M Manufacturing Co., Inc d/b/a JM Eagle DR 14 ANSI/NSF 61 4"-28" FM 1612 12/6/2018 33 11 12 PVC Pressure Pipe J-M Manufacturing Co., Inc d/b/a JM Eagle DR 18 " ° 16"-24" 9/6/2019 33 11 12 PVC Pressure Pipe Underground Solutions Inc. DR14 Fusible PVC AWWA C900 4" - 8" 9/6/2019 33 11 12 PVC Pressure Pipe NAPCO(Westlake) DR18 AWWA C900 16"-24" 9/6/2019 33 11 12 PVC Pressure Pipe NAPCO(Westlake) DR14 AWWA C900 4%12" 9/6/2019 33 11 12 PVC Pressure Pipe Sanderson Pipe Corp. DR14 AWWA C900 4%12" Water - PlDes/Valves & Fittings/Ductile Iron Fittings 33-11-11 (01/08/13) 07/23/92 EI-07 Ductile Iron Fittings Star Pipe Products, Inc. Mechanical Joint Fittings AW WA C153 & C110 * E1-07 Ductile Iron Fittings Griffin Pipe Products, Co. Mechanical Joint Fittin, @ AWWA C 110 * E1-07 Ductile Iron Fittings McWane/Tyler Pipe/ Union Utilities Division Mechanical Joint Finings, SSB lass 350 AWWA C 153, C 110, C III 08/11/98 E1-07 Ductile Iron Fittings Sigma, Co. Mechanical Joint Finings, SSB Class 351 AWWA C 153, C 110, C 112 02/26/14 E1-07 MJ Fittings Accucast Class 350 C-153 MJ Finings AWWA C153 4"-12" 05/14/98 E1-07 Ductile Iron Joint Restraints Ford Meter Box Co./Uni-Flange Uni-Flange Series 1400 AW WA C111/C153 4" to 36" 05/14/98 E1-24 PVC Joint Restraints Ford Meter Box Co./Um-Flange Uni-Flange Series 1500 Circle -Lock AW WA C111/C153 4" to 24" 11/09/04 E1-07 Ductile Iron Joint Restraints One Bolt, Inc. One Bolt Restrained Joint Fitting AWWA C111/C116/C153 4" to 12" 02/29/12 33-11-11 Ductile Iron Pipe Mechanical Joint Restraint EBAA Iron, Inc. Megalug Series 1100 (for DI Pipe) AWWA C111/C116/C153 4" to 42" 02/29/12 33-11-11 PVC Pipe Mechanical Joint Restraint EBAA Iron, Inc. Megalug Series 2000 (for PVC Pipe) AWWA C111/C116/C153 4" to 24" 08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLC4 - SLC10 AW WA C111/C153 4" to 10" 03/06/19 33-11-11 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLCS4 - SLCS12 AW WA C111/C153 4" to 12" 08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLCE AW WA C111/C153 12" to 24" 08/10/98 E1-07 MJ Fittings(DIP) Sigma, Co. Sigma One-Lok SLDE AWWA C153 4" - 24" 10/12/10 E1-24 Interim Restrained Joint Svstem S & B Techncial Products Bulldog System ( Diamond Lok 21 & JM ASTM F-1624 4" to 12" 08/16/06 E1-07 Mechanical Joint Fittings SIP Industries(Serampore) Mechanical Joint Fittings AWWA C153 4" to 24" 11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products, Inc. PVC Stargnp Series 4000 ASTM A536 AW WA CI I I 11/07/16 33-11-I1 Mechanical Joint Retainer Glands Star Pipe Products, Inc. DIP Stargrip Series 3000 ASTM A536 AW WA CI I I EZ Grip Joint Restraint (EZD) Black For DIP 03/19/18 33-11-I1 Mechanical Joint Retaner Glands SIP Industries(Serampore) ASTM A536 AW WA CI I I 3"-48" EZ Grip Joint Restraint (EZD) Red for C900 03/19/18 33-11-I1 Mechanical Joint Retainer Glands SIP Industries(Serampore) DR14 PVC Pipe ASTM A536 AW WA CI I I 4"-12" EZ Grip Joint Restraint (EZD) Red for C900 03/19/18 33-11-I1 Mechanical Joint Retainer Glands SIP Industries(Serampore) DR18 PVC Pipe ASTM A536 AW WA CI I I 16"-24" Water - Pines/Valves & Fittings/Resilient Seated Gate Valve* 33-12-20 (05/13/15) Resilient Wedged Gate Valve w/no Gears American Flow Control Series 2500 Drawing # 94-20247 16" 12/13/02 Resilient Wedge Gate Valve American Flow Control Series 2530 and Series 2536 AWWA C515 30" and 36" 08/31/99 Resilient Wedge Gate Valve American Flow Control Series 2520 & 2524 (SD 94-20255) AWWA C515 20" and 24" 05/18/99 Resilient Wedge Gate Valve American Flow Control Series 2516 (SD 94-20247) AWWA C515 16" 10/24/00 E1-26 Resilient Wedge Gate Valve American Plow Control Series 2500 (Ductile Iron) AWWA C515 4" to 12" 08/05/04 Resilient Wedge Gate Valve American Flow Control 42" and 48" AFC 2500 AWWA C515 42" and 48" 05/23/91 E1-26 Resilient Wedge Gate Valve American AVK Company American AVK Resilient Seaded GV AWWA C509 4" to 12" 01/24/02 E1-26 Resilient Wedge Gate Valve American AVK Company 20" and smaller * E1-26 Resilient Seated Gate Valve Kennedy 4" - 12" * E1-26 Resilient Seated Gate Valve M&H 4" - 12" * E1-26 Resilient Seated Gate Valve Mueller Co. 4" - 12" 11/08/99 Resilient Wedge Gate Valve Mueller Co. Series A2361 (SD 6647) AWWA C515 16" 01/23/03 Resilient Wedge Gate Valve Mueller Co. Series A2360 for 18"-24" (SD 6709) AWWA C515 24" and smaller 05/13/05 Resilient Wedge Gate Valve Mueller Co. Mueller 30" & 36", C-515 AWWA C515 30" and 36" 01/31/06 Resilient Wedge Gate Valve Mueller Co. Mueller 42" & 48", C-515 AWWA C515 42" and 48" 01/28/88 E1-26 Resilient Wedge Gate Valve Clow Valve Co. AWWA C509 4" - 12" 10/04/94 Resilient Wedge Gate Valve Clow Valve Co. 16" RS GV (SD D-20995) AWWA C515 16" 11/08/99 EI-26 Resilient Wedge Gate Valve Clow Valve Co. Clow RW Valve (SD D-21652) AWWA C515 24" and smaller 11/29/04 Resilient Wedge Gate Valve Clow Valve Co. Clow 30" & 36" C-515 AWWA C515 30" and 36" (Note 3) 11/30/12 ReaihentW Gate Valve eGate Clow Valve Co. Clow Valve Model 2638 AWWA C515 24" to 48" ote 3) 05/08/91 E1-26 Resilient Seat Valve Stockham Valves & Finings AWWA C 509, ANSI 420 - stem, 4" - * E1-26 Resilient Seated Gate Valve U.S. Pipe and Foundry Co. Met,,, a1250, requirements SPL #74 3" to 16" 10/26/16 33-12-20 Resilient Seated Gate Valve EJ (East Jordan Iron Works) IIIFlowMester Gate Valve & Boxes 08/24/18 Mateo Gate Valve Matco-Norca 225 MR AWWA/ANSI C115/An21.15 4" to 16" * From Original Standard Products List 5 FORT WORTH® CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 12/29/2023 (Approval Spec No. [Classsification Manufacturer Water - PiDes alves & Fittings/Rubber Seated Batter Valve 33-12-21 (07/10/14) Model No. National Spec Size * y E1-30 Rubber Seated Butterfly Valve Hei ry Pratt Co. AW WA C-504 24" * E1-30 Rubber Seated Butterfly Valve Mueller Co. AW WA C-504 24"and smaller 1/11/99 E1-30 Rubber Seated Butterfly Valve Dezurik Valves Co. AW WA C-504 24" and larger 06/12/03 E1-30 Valmatic American Butterfly Valve Valmanc Valve and Manufacturing Com. Valmatic American Butterfly Valve. AW WA C-504 Up to 84" diameter 04/06/07 E1-30 Rubber Seated Butterfly Valve M&H Valve M&H Style 4500 & 1450 AW WA C-504 24" to 48" 03/19/18 33 1221 Rubber Seated Butterfly Valve G. A. Industries (Golden Anderson) AW WA C504 Butterfly Valve AW WA C-504 30"-54" Water - Polvethvlene Encasement 33-11-10 (01/08/13) 05/12/05 E1-13 Polyethylene Encasment Fl—ol Packaging Fulton Entemrises AW WA C105 8 mil LLD 05/12/05 E1-13 Polyethylene Encasment Mountain States Plastics (MSP) and AEP Ind. Standard Hardware AW WA C105 8 mil LLD 05/12/05 E1-13 Polyethylene Encasment AEP Industries Bullstrong by Cowtown Bolt & Gasket AW WA C105 8 mil LLD 09/06/19 33-11-11 Polyethylene Encasment Northtown Products Inc. PE Encasement for DIP AW WA C105 8 mil LLD Water - SamDlinE Station 03/07/23 33 12 50 l Water Sampling Station Eclipse Number 88 , 12-inch Depth of Bury As shown in spec. 33 12 50 Water - Automatic Flusher HG6-A-IN-2-BRN-LPRR(Portable) 1.110 Automated Flushing System Mueller Hydroguard HG2-A-IN--2-PVC-018-LPLG(Perinanent) 04/09/21 Automated Flushing System Kupferle Foundry Company Eclipse #9800we 04/09/21 Automated Flushing System Kupferle Foundry Company Eclipse #9700 (Portable) The Fort Worth Water Department's Standard Products List has been developed to minimize the submittal review of products which meet the Fort Worth Water Department's Standard Specifications during utility construction projects. When Technical Specifications for specific products, are included as part of the Construction Contract Documents, the regmrements of the Technical Specification w 11 override the Fort Worth Water Department's Standard Specifications and the Fort Worth Water Department's Standard Products List and approval of the specific products will be based on the requirements of the Technical Specification whether or not the specific product meets the Fort Worth Water Department's Standard Specifications or is on the Fort Worth Water Yellow Highlight indicates recent changes * From Original Standard Products List