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Contract 57472-PM1
CSC No. 57472-PM1 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 of 5 CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 103287 Revised March 20, 2020 SECTION 00 00 10 TABLE OF CONTENTS DEVELOPER AWARDED PROJECTS Division 00 - General Conditions Last Revised 00 11 13 Invitation to Bidders 03/20/2020 00 21 13 Instructions to Bidders 03/20/2020 00 41 00 Bid Form 04/02/2014 00 42 43 Proposal Form Unit Price 05/22/2019 00 43 13 Bid Bond 04/02/2014 00 45 11 Bidders Prequalification’s 04/02/2014 00 45 12 Prequalification Statement 09/01/2015 00 45 13 Bidder Prequalification Application 03/09/2020 00 45 26 Contractor Compliance with Workers' Compensation Law 04/02/2014 00 45 40 Minority Business Enterprise Goal 08/21/2018 00 52 43 Agreement 06/16/2016 00 61 25 Certificate of Insurance 07/01/2011 00 62 13 Performance Bond 01/31/2012 00 62 14 Payment Bond 01/31/2012 00 62 19 Maintenance Bond 01/31/2012 00 72 00 General Conditions 11/15/2017 00 73 00 Supplementary Conditions 07/01/2011 00 73 10 Standard City Conditions of the Construction Contract for Developer Awarded Projects 01/10/2013 Division 01 - General Requirements Last Revised 01 11 00 Summary of Work 12/20/2012 01 25 00 Substitution Procedures 08/30/2013 01 31 19 Preconstruction Meeting 08/30/2013 01 31 20 Project Meetings 07/01/2011 01 32 33 Preconstruction Video 08/30/2013 01 33 00 Submittals 08/30/2013 01 35 13 Special Project Procedures 08/30/2013 01 45 23 Testing and Inspection Services 03/20/2020 01 50 00 Temporary Facilities and Controls 07/01/2011 01 55 26 Street Use Permit and Modifications to Traffic Control 07/01/2011 01 57 13 Storm Water Pollution Prevention Plan 07/01/2011 01 60 00 Product Requirements 03/20/2020 01 66 00 Product Storage and Handling Requirements 04/07/2014 01 70 00 Mobilization and Remobilization 04/07/2014 01 71 23 Construction Staking 04/07/2014 01 74 23 Cleaning 04/07/2014 01 77 19 Closeout Requirements 04/07/2014 01 78 23 Operation and Maintenance Data 04/07/2014 01 78 39 Project Record Documents 04/07/2014 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 5 CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 103287 Revised March 20, 2020 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project’s Contract Documents NONE Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City’s website at: http://fortworthtexas.gov/tpw/contractors/ or https://apps.fortworthtexas.gov/ProjectResources/ Division 02 - Existing Conditions Date Modified 02 41 13 Selective Site Demolition 02 41 14 Utility Removal/Abandonment 02 41 15 Paving Removal Division 03 - Concrete 03 30 00 Cast-In-Place Concrete 03 34 13 Controlled Low Strength Material (CLSM) 03 34 16 Concrete Base Material for Trench Repair 03 80 00 Modifications to Existing Concrete Structures Division 26 - Electrical 26 05 00 Common Work Results for Electrical 26 05 10 Demolition for Electrical Systems 26 05 33 Raceways and Boxes for Electrical Systems 26 05 43 Underground Ducts and Raceways for Electrical Systems Division 31 - Earthwork 31 10 00 Site Clearing 31 23 16 Unclassified Excavation 31 23 23 Borrow 31 24 00 Embankments 31 25 00 Erosion and Sediment Control 31 36 00 Gabions 31 37 00 Riprap Division 32 - Exterior Improvements 32 01 17 Permanent Asphalt Paving Repair 32 01 18 Temporary Asphalt Paving Repair 32 01 29 Concrete Paving Repair 32 11 23 Flexible Base Courses 32 11 29 Lime Treated Base Courses 32 11 33 Cement Treated Base Courses 32 11 37 Liquid Treated Soil Stabilizer 32 12 16 Asphalt Paving 32 12 73 Asphalt Paving Crack Sealants 32 13 13 Concrete Paving 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 5 CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 103287 Revised March 20, 2020 32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps 32 13 73 Concrete Paving Joint Sealants 32 14 16 Brick Unit Paving 32 16 13 Concrete Curb and Gutters and Valley Gutters 32 17 23 Pavement Markings 32 17 25 Curb Address Painting 32 31 13 Chain Fences and Gates 32 31 26 Wire Fences and Gates 32 31 29 Wood Fences and Gates 32 32 13 Cast-in-Place Concrete Retaining Walls 32 91 19 Topsoil Placement and Finishing of Parkways 32 92 13 Hydro-Mulching, Seeding, and Sodding 32 93 43 Trees and Shrubs Division 33 - Utilities 33 01 30 Sewer and Manhole Testing 33 01 31 Closed Circuit Television (CCTV) Inspection 33 03 10 Bypass Pumping of Existing Sewer Systems 33 04 10 Joint Bonding and Electrical Isolation 33 04 11 Corrosion Control Test Stations 33 04 12 Magnesium Anode Cathodic Protection System 33 04 30 Temporary Water Services 33 04 40 Cleaning and Acceptance Testing of Water Mains 33 04 50 Cleaning of Sewer Mains 33 05 10 Utility Trench Excavation, Embedment, and Backfill 33 05 12 Water Line Lowering 33 05 13 Frame, Cover and Grade Rings - Cast Iron 33 05 13.10 Frame, Cover and Grade Rings - Composite 33 05 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade 33 05 16 Concrete Water Vaults 33 05 17 Concrete Collars 33 05 20 Auger Boring 33 05 21 Tunnel Liner Plate 33 05 22 Steel Casing Pipe 33 05 23 Hand Tunneling 33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate 33 05 26 Utility Markers/Locators 33 05 30 Location of Existing Utilities 33 11 05 Bolts, Nuts, and Gaskets 33 11 10 Ductile Iron Pipe 33 11 11 Ductile Iron Fittings 33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe 33 11 13 Concrete Pressure Pipe, Bar-Wrapped, Steel Cylinder Type 33 11 14 Buried Steel Pipe and Fittings 33 11 15 Pre-Stressed Concrete Cylinder Pipe 33 12 10 Water Services 1-inch to 2-inch 33 12 11 Large Water Meters 33 12 20 Resilient Seated Gate Valve 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 5 CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 103287 Revised March 20, 2020 33 12 21 AWWA Rubber-Seated Butterfly Valves 33 12 25 Connection to Existing Water Mains 33 12 30 Combination Air Valve Assemblies for Potable Water Systems 33 12 40 Fire Hydrants 33 12 50 Water Sample Stations 33 12 60 Standard Blow-off Valve Assembly 33 31 12 Cured in Place Pipe (CIPP) 33 31 13 Fiberglass Reinforced Pipe for Gravity Sanitary Sewers 33 31 15 High Density Polyethylene (HDPE) Pipe for Sanitary Sewer 33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 33 31 21 Polyvinyl Chloride (PVC) Closed Profile Gravity Sanitary Sewer Pipe 33 31 22 Sanitary Sewer Slip Lining 33 31 23 Sanitary Sewer Pipe Enlargement 33 31 50 Sanitary Sewer Service Connections and Service Line 33 31 70 Combination Air Valve for Sanitary Sewer Force Mains 33 39 10 Cast-in-Place Concrete Manholes 33 39 20 Precast Concrete Manholes 33 39 30 Fiberglass Manholes 33 39 40 Wastewater Access Chamber (WAC) 33 39 60 Epoxy Liners for Sanitary Sewer Structures 33 41 10 Reinforced Concrete Storm Sewer Pipe/Culverts 33 41 11 High Density Polyethylene (HDPE) Pipe for Storm Drain 33 41 12 Reinforced Polyethlene (SRPE) Pipe 33 46 00 Subdrainage 33 46 01 Slotted Storm Drains 33 46 02 Trench Drains 33 49 10 Cast-in-Place Manholes and Junction Boxes 33 49 20 Curb and Drop Inlets 33 49 40 Storm Drainage Headwalls and Wingwalls Division 34 - Transportation 34 41 10 Traffic Signals 34 41 10.01 Attachment A – Controller Cabinet 34 41 10.02 Attachment B – Controller Specification 34 41 10.03 Attachment C – Software Specification 34 41 11 Temporary Traffic Signals 34 41 13 Removing Traffic Signals 34 41 15 Rectangular Rapid Flashing Beacon 34 41 16 Pedestrian Hybrid Signal 34 41 20 Roadway Illumination Assemblies 34 41 20.01 Arterial LED Roadway Luminaires 34 41 20.02 Freeway LED Roadway Luminaires 34 41 20.03 Residential LED Roadway Luminaires 34 41 30 Aluminum Signs 34 71 13 Traffic Control 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 5 of 5 CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 103287 Revised March 20, 2020 Appendix GC-4.02 Subsurface and Physical Conditions GC-6.09 Permits and Utilities GR-01 60 00 Product Requirements END OF SECTION 00 �2 +i DAP - E31D PROPOSAL Paea I of � SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Projzct Item Infomiation Biddzr's Pro�x�sal Bidlist Item Specification Unit of Bid Dcxriptian Unit Price Bid Value N�. Section No. �(ea�ure Quantin UNIT IA: WATER IMPROVEMENTS 1 3311.0261 8" PVC Water Pipe 33 11 12 LF 7,044 $59.70 $420,526.80 2 3312.0001 Fire Hydrant w/ Gate Valve 33 12 40 EA 7 $5,020.00 $35,140.00 3 3312.20031"WaterService 331210 EA 166 $1,140.00 $189,240.00 4 3312.3003 8" Gate Valve & Box 33 12 20 EA 27 $1,630.00 $44,010.00 5 3305.0109 Trench Safety 33 05 10 LF 7,044 $0.10 $704.40 6 3312.0117 Connection to Existing 36" Water Main 33 12 25 EA 1 $1,800.00 $1,800.00 7 3311.0001 Ductile Iron Water Fittings w/ Restraint 33 11 11 TON 0.9 $6,600.00 $5,940.00 8 3312.2203 2" Water Service 33 12 10 EA 1 $2,760.00 $2,760.00 9 9999.0000 1" Irrigation Service 33 12 10 EA 4 $1,200.00 $4,800.00 10 3312.4311 36" x 8" Tapping Sleeve & Valve 33 12 25 EA 1 $9,000.00 $9,000.00 11 3005.0003 8" Waterline Lowering 33 05 12 EA 20 $4,220.00 $84,400.00 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 TOTAL UNIT I: WATER IMPROVEMENTS $798.321.20 CITI" OF FURI \4'pgTH ST:LVD.-\RD CO\STRl;CT10\ $pEl IFIC:\iIOV POCC\fG`TS - DE\'ELOPER A1l dRDEU PRi)JF.C'fS Pcnn Kencn.�fa�. ?'.'_01�7 Cupy ofixi 1_' J: Cuhi.�Phl E3iJ Pr<{s.sal DAP Ciilir. Wa�at f�AP - BfD PROPOSAL Pacc 3 �(5 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Diddzrs Proposal Bidlist Item Specification Unit of Bid Dexriplion Unit Price Qid Value No. Section No. tileasurz Quantity UNIT IB: 16" WATER IMPROVEMENTS McPherson Boulevard 1 3311.0541 16" Water Pipe 33 11 12 LF 1,356 $174.50 $236,622.00 2 3312.3006 16" Gate Valve & Box 33 12 20 EA 2 $19,000.00 $38,000.00 3 3312.0117 Connection to Existing 36" Water blain 33 12 25 EA 1 $1,800.00 $1,800.00 4 3311.0001 Ductile Iron Water Fittings w! Restraint 33 11 11 TON 0.2 $9,000.00 $1,800.00 5 3305.0109 Trench Safety 33 05 10 LF 1,356 $0.50 $678.00 6 3471.0013 Traffic Control 34 71 13 MO 1 $1,600.00 $1,600.00 7 3312.1002 2" Combination Air Release Assembly for Water 33 12 30 EA 1 $10,100.00 $10,100.00 8 3305.0202 Imported EmbedmenUBackfill, CSS 33 05 10 LF 100 $24.00 $2,400.00 g 3312.4314 36" x 16" Tapping Sleeve & Valve 33 12 25 EA 1 $9,800.00 $9,800.00 10 9999.0001 16" Water Line Lowering 33 05 12 EA 5 $7,100.00 $35,500.00 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 TOTAL UNIT IB: 16" WATER IMPROVEMENTS McPherson Boulevard $338,300.00 ('ITY OF FURT 110RTH ST;\�DARD COXSTFI:CTIU\ SPECIFI�:\Pf0\ DiXL4f[\TS - DFi��[LqVCR:1�5':�R.DtD PROJECT� Pom�Vcrsion>ta�'_'.'_01'�7 CepyotGDA'.1__Cchi.iPnl BidPrcp�osal_D�P ltilin ou a� a: ��r� - ui� raoros.�i. r�>� s �rs SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Projec� Item Infomiation E3iddcrs Proposal Fiidlist I�em Descnption Specitication Unit ot Bid Unit Pncz f3id Valuc No. Section No hleasum Quantity UNIT II: SANITARY SEWER IMPROVEMENTS 1 3331.4115 S" Sewer Main 33 31 20 LF 8,706 $69.00 $600,714.00 2 3331.4201 10" Sewer Pipe 33 31 20 LF 326 $80.00 $26,080.00 3 3339.1001 4' Manhole 33 39 10 EA 32 $3,900.00 $124,800.00 4 3339.1003 Extra Depth Manhole (> 6.0') 33 39 10 VF 149 $170.00 $25,330.00 5 3331.3101 4" Sewer Service 33 31 50 EA 166 $1,490.00 $247,340.00 6 3301.0002 Post-CCN Inspection 33 01 31 LF 9,032 $3.00 $27,096.00 7 3301.0101 Manhole Vacuum Testing 33 01 30 EA 32 $130.00 $4,160.00 8 3305.0109 Trench Safety 33 05 10 LF 9,032 $1.00 $9,032.00 9 3471.0013 Traffic Control 34 71 13 MO 1 $500.00 $500.00 10 3339.0001 Epoxy Manhole Liner 33 39 60 VF 153 $350.00 $53,550.00 � 1 3305.0202 Imported EmbedmenUBackfill, CSS 33 05 10 LF 550 $51.00 $28,050.00 12 9999.0002 Connect to Existing Manhole 00 00 00 EA 1 $2,100.00 $2,100.00 13 3331.4117 8" Sewer Pipe, Select Backfill 33 11 10 LF 320 $51.00 $16,320.00 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 TOTAL UNIT II: SANITARY SEWER IMPROVEMENTS $1,165,072.00 ciTv or rok�r �coarH j ��VD,\RD CO\STRCCTIU� �PECIFICATIOS UOCI.�IEV TS - DEVELOYER A�t�ARDEt) PRIiIECTS Fonn Vaci��n \lar'_'_.'UI9 i�cp� .•! 00 !'_ �1; l:�hirPh I_Bid Prop: _vl, D:\P_4 iilit} aoa�a� UAP - BID PROPOSAL Page I of i SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Projcct ttem InFormation pidders Proposal Bidlist Item Descnption Specification Unit of B�d Uni� Pnce Bid Value No- Section No. tileasure Quantiq: UNIT III: DRAINAGE IMPROVEMENTS 1 3341.0201 21" RCP, Class III 33 41 10 LF 316 $79.00 $24,964.00 2 3341.0205 24" RCP, Class III 33 41 10 LF 2,189 $88.00 $192,632.00 3 3341.0205 27" RCP, Class III 33 41 10 LF 76 $97.00 $7,372.00 4 3341.0402 30" RCP, Class III 33 41 10 lF 229 $110.00 $25,190.00 5 3341.0312 36" RCP, Class III 33 41 10 LF g23 $143.00 $131,989.00 6 3341.0402 42" RCP, Class III 33 41 10 LF 748 $193.00 $144,364.00 7 3341.0409 48" RCP, Class III 33 41 10 LF 480 $239.00 $114,720.00 8 3341.0502 54" RCP, Class III 33 41 10 LF 285 $327.00 $93,195.00 9 3305.0109 Trench Safety 33 05 10 LF 5,246 $0.50 $2,623.00 10 3349.0001 4' Storm Junction Box 33 49 10 EA 8 $5,200.00 $41,600.00 11 3349.0002 5' Storm Junction Box 33 49 10 EA 3 $5,400.00 $16,200.00 12 3349.0003 6' Storm Junction Box 34 49 10 EA 1 $5,900.00 $5,900.00 13 3349.5002 10' Curb Inlet 33 49 20 EA 22 $4,700.00 $103,400.00 14 3349.5003 15' Curb Inlet 33 49 20 EA 4 $6,700.00 $26,800.00 15 3349.6001 10' Recessed Inlet 33 49 20 EA 3 $4,900.00 $14,700.00 16 3349.6002 15' Recessed Iniet 33 49 20 EA 1 $6,800.00 $6,800.00 17 3349.7002 4' Drop Inlet 33 49 20 EA 1 $5,200.00 $5,200.00 18 9999.0003 24" Sloping Headwall 33 49 40 EA 1 $2,900.00 $2,900.00 19 9999.0004 30" Sloping Headwall 33 49 40 EA 1 $3,200.00 $3,200.00 20 9999.0005 42" Sloping Headwall 33 49 40 EA 2 $4,700.00 $9,400.00 21, 9999.0006 Outfall Structure 00 00 00 EA 9 $30,000.00 $30,000.00 22 9999.0007 Rock Riprap, dry 00 00 00 SY 622 $74.00 $46,028.00 23 9999.0008 Concrete lined Channel 00 00 00 SY 516 $88.00 $45,408.00 24 9999.0009 Concrete Flume with Curb 00 00 00 SY 811 $90.00 $72,990.00 25 9999.0010 9' Storm Junction Box 00 00 00 EA 1 $18,000.00 $18,000.00 26 9999.0011 Ener Dissi ator Blocks 00 00 00 EA 14 $140.00 $1,960.00 27 3231.0113 6' Chain Link, Steel 32 31 13 LF 958 $30.00 $28,740.00 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 TOTAL UNIT III: DRAINAGE IMPROVEMENTS $1,216,275.00 CITY OF FORT N'ORTH ST.1VllARU COVSTRUCTIO\ SPFCIFIGITIO\ DQ('IiktEVTS - DEVELQp1:R iN'�1RDGD PROIECTS Fonn Venion \lay" ,OI4 Coo� ef �r) �l� J3. C JusPhl Bid Rapmal D:\P Crilin f10 d2 .13 DAP � BLD PROPOSAI_ Pa�e 5 p( 5 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Prqjcct Itcm Inforniation Didders Proposal }3idlist Item Specification IJnit of Bid Description � Unit Price Bid V'alue No. Section Au. �9easure Quanti[} Liid Su UNIT IA: WATER IMPROVEMENTS $798,321.20 UNIT IB: 16" WATER INiPROVEMENTS (McPherson Boulevard) $338,300.00 UNIT II: SANITARY SEV�/ER IMPROVEMENTS $1,165,072.00 _ _-- UNIT III: DRAINAGE IMPROVE�v1ENTS $1,216,275.00 7btul Construction Bid $3,517,968.20 This f3id is submitted b� tlte entitv named bclo��; BIDDCR: I3Y: /� ` Burnsco Conshvction, (nc. �� �� �� 6331 Soutlnvest 13h•d. n I3enbroo�, TX 76132 T17'I,E: �'ice President U:�TE: Fehruar} 16,?02? Contractor a�rees to complete �VORK for PI\AL. ACCEPTAtiCE within COV'PRACT commences to run as pro�ided in the Ceneral Conditions. E\D OF SECTIO\ l'�TY OP FQR"f 1VORTH STA`DARU CO\$TRUCTiCr,� SP[CIFIC� LIO\ DOCC�tE\TS � UEV 6LOPER AW �RDED PROJECiS Eorm Vrnion �Iay''o '��o 150 ��orking days aftcr the datc when the l'opy o(�:y) J'_ �12 C'�hixPhl B�d Propaal_D4P_LNir. 00 45 11 - I B[DDERS PREQUALIFICATIONS Pagz 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 wark rype(s) listed inust subinit Section 00 45 13, Bidder 8 Prequalification Application in accordance with the requirements below. 9 10 The prequaliiication process will establish a bid limit based on a technical evaluation and 11 iinancial 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 mtist iile 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 I S Prequalification Application, the following must accompany the submission. 16 a. A complete set of audited or reviewed iinancial 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 firnl'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 ldentification Number as issued by the Texas 27 Comptroller of Public Accounts. To obtain a Texas Taxpayer ldentification 28 number visit the Texas Comptroller of Public Accounts online at the 29 following web address www.window.state.tx.us/taxpennit/ 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 DLJNS number as issued by Dun & Bradstreet. This number �3 34 35 .i 6 37 38 39 is used by the City for required reporting on Federal Aid projects. The DUNS number may be obtained at www.dnb.com. d. Resumes reflecting the construction experience of the principles of the firm for firms submitting their initial prequalification. These resumes should include the size and scope of the work performed. e. Other information as requested by the City. 40 2. Prequalification Requirements 41 a. Finar�cial 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 COHIY PHI STANDARD CONSTRUCT[ON SPECIFICATION DOCUMENTS CPN: 103287 Revised April 2, 2014 004511-2 BIDDERS PREQUALIF[CATIONS Page 2 of 3 1 (2) To be satisfactory, the tinancial statements must be audited or reviewed 2 by an independent, certified public accounting fiizn registered and in 3 good standing in any state. Current Texas statues also renuire 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 iile 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 detennined 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 satisfacto►y 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. Bic�der Pre�ualifrcatiorz 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 iive (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 prequaliiication 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 �VORTH COHIX PHl STANDARD CONSTRUCTIO�I SPECIFICATION DOCUMENTS CPN: 103287 Revised April ? 2014 0045 I1 -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 �mtil the expiration date stated in the letter. 3 8 END OF SECTION CITY OF FORT �VORTH COHIX PH1 STANDARD CONSTRUCT[ON SPECIFICATION DOCUMENTS CPN: 103287 Revised April 2, 2014 ooa5 iz DAP PREQUAUFICATIO� STATEtifENT Pa�c 1 of 1 SECTION 00 45 12 DAP — PREQUALIFICATION STATEMENT Each Bidder is required to complete the inforniation below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. In the "Major Work Tvpe" box provide the complete major work tYpe and acttial description as provided by the Water Department for water and se�ver and TPW for pavin� Major Work Type Contractoi�/Subcontractor Company Name Prequalification Ex iration Date Water Distribution, New Development (> 16 in) Sewer Collection System, New Burnsco Construction Inc. 6/30/2022 Development (> 8 in) Drainage Improvements The undersigned hereby certifies that the contractors and/or subconri-actors described in the table above are currently prequalified for the work types listed. BIDDER: BY: �(Signa re) TITLE: Vice President DATE: February 22, 2022 END OF SECTION CITYOF FORT WORTH COHix PHS STANDARD CONSTRURION PREQUALIFICATION STATEMENT— DEVELOPER AWARDED PROJECTS 00 45 12_Prequalification Statement 2015_DAP Form Version September 1, 2015 00 45 26 - 1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page I of 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 SECTION 00 45 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certiiies that it provides worker's compensation insurance coverage for all of its employees employed on City Project No.103287. Contractor further certiiies that, pursuant to Texas Labor Code, Section 406.096(b), as amended, it will provide to City its subcontractor's certiiicates of compliance with worker's compensation coverage. CONTRACTOR: Albert Grantges Burnsco Construction Inc. By: Company ( lease Pri t) 6331 Southwest Blvd. Signariire: Address Benbrook TX, 76132 Title: City/State/Zip THE STATE OF TEXAS COUNTY OFTARRANT �� ti � Vice President (Please Print) BEFORE ME, the undersigned authority, on this day personally appeared Albert Grantges , 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 Burnsco Construction, Inc. for the purposes and consideration therein expressed and in the capaciry therein stated. GIVEN LTNDER MY HAND AND SEAL OF OFFICE this 22nd day of February , 2022. "� `'%: CESILIA CANALES �� 1 ;'- 2�,�,\� Notary Public in and for the State of Texas �� Netary ID 7�131652996 ���.� My Commissfon Expires � ,: � ��iy za. �o2z v�c���� '��� ND OF SECTION CITY OF FORT WORTH STANDARD CO�STRUCTION SPEC[FICATION DOCUMENTS Revised April 2, 2014 COHLY PH1 CPN:103287 2/2/22 005243-2 Developer Awarded Project Agreement Page 2 of 4 38 Article 4. CONTRACT PRICE 39 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract 40 Documents an amount in current fiinds of THREE MILLION FIVE HUNDRED 41 SEVENTEEN THOUSAND NINE HUNDRED SIXTY-EIGHT DOLLARS AND TWENTY 42 CENTS ($ 3,SI7,968.20 ). 43 Article 5. CONTRACT DOCUMENTS 44 5.1 CONTENTS: 45 A. The Contract Documents which comprise the entire agreement between Developer and 46 Contractor concerning fl1e Work consist of the following: 47 1. This Agreement. 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 2. Attachments to this Agreement: a. Bid Form (As provided by Developer) 1) Proposal Form (DAP Version) 2) Prequalification Statement 3) State and Federal documents (project specifrc) b. Insurance ACORD Form(s) c. Payment Bond (DAP Version) d. Perfoimance Bond (DAP Version) e. Maintenance Bond (DAP Version) f. Power of Attorney for the Bonds g. Worker's Compensation Affidavit h. MBE and/or SBE Commitment Fonn (If required) 3. Standard City General Conditions of the Construction Contract for Developer Awarded Projects. 4. Supplementary Conditions. 5. Specifications specifically made a part of the Contract Documents by attachment or, if not attached, as incorporated by reference and described in the Table of Contents of the Project's Contract Documents. 6. Drawings. 7. Addenda. 8. Documentation submitted by Contractor prior to Notice of Award. 9. The following which may be delivered or issued after the Effective Date of the Agreement and, if issued, become an incorporated part of the Contract Documents: a. Notice to Proceed. b. Field Orders. c. Change Orders. d. Letter of Final Acceptance. CITY OF FORT WORTH COHIX PHI STANDARD CONSTRUCT[ON SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROTECTS CPN:103287 Revised lune 16, 2016 005243-3 Dzveloper Awarded Project Agreement Page 3 of 4 77 Article 6. INDEMNIFICATION 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the city, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the contractor, its officers, agents, employees, subcontractors, licenses or invitees under this contract. This indemnification nrovision is specificallv intended to operate and be effective even if it is alle�ed or qroven that all or some of the damages bein� sou�ht were caused, in whole or in part, bv any act, omission or ne�ligence of the city. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the city in defending against such claims and causes of actions. 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the city, its offcers, 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 alle�ed or proven that all or some of the dama�es being sought were caused, in whole or in part, b_y any act, omission or negli�ence of the city. Article 7. MISCELLANEOUS 99 7.1 Teims. 100 Teims used in this Agreement are deiined in Article 1 of the Standard City Conditions of 101 the Constiuction Contract for Developer Awarded Projects. 102 7.2 Assignment of Contract. 103 This Agreement, including all of the Contract Documents may not be assigned by the 104 Contractor without the advanced express w7itten consent of the Developer. 105 73 Successors and Assigns. 106 Developer and Contractar each binds itself, its partners, successors, assigns and legal 107 representatives to the other party hereto, in respect to all covenants, agreements and 108 obligations contained in the Contract Documents. 109 7.4 Severability. I10 Any provision or part of the Contract Documents held to be unConstihttional, void or 111 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 112 remaining provisions shall continue to be valid and binding upon DEVELOPER and 113 CONTRACTOR. 114 7.5 Governing Law and Venue. 115 This Agreement, including all of the Contract Documents is performable in the State of 116 Texas. Venue shall be Tanant County, Texas, or the United States District Court for the 117 Northern District of Texas, Fort Worth Division. CITY OF FORT WORTH COH[,Y PH1 STANDARD CONSTRUCTION SPEC[FICATION DOCU�(ENTS — DEVELOPER AWARDED PROJECTS CPN:103287 Revised lune 16, 2016 2/2/22 2nd February 22 2nd February 22 2nd February 22 2nd February 22 22 February 22 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 MAINTENANCE BOND Page 2 of 3 WHEREAS, Principal binds itself to j�epair or ►•econstruct 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 tlle 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 Northei-n District of Texas, Fort Worth Division; and PROVIDED FURTHER, that this obligation shall be continuous in nature and successive recoveries may be had hei•eon for successive breaches. � CITY OF FORT WORTH STANDARD CITY CONDiTIONS — DEVELOPER AWARDED PROJC-CTS Revised January 31, 2012 COHIX PH I CPN:103287 2nd February 22 _• Liberty Mutual� SURETY IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed my notarial seal at King of Prussia, Pennsylvania, on the day and year first above written. POWER OF ATTORNEY Certificate No: 8205467-022020 KNOWN ALL PERSONS BY THESE PRESENTS: That The Ohio Casualty Insurance Company is a corporation duly organized under the laws of the State of New Hampshire, that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts, and West American Insurance Company is a corporation duly organized under the laws of the State of Indiana (herein collec6vely called the "Companies"), pursuant to and by authority herein set forth, does hereby name, constitute and appoint, Don E. Cornell; Joshua Saunders; Kelly A. Westbrook; Mikaela Peppers; Ricardo J. Reyna; Robbi Morales; Sophinie Hunter; Tina McEwan; Tonie Petranek all of the city of Dallas state of TX each individually if there be more than one named, its true and lawful attomey-in-fact to make, execute, seal, acknowledge and deliver, for and on its behalf as surety and as its act and deed, any and all undertakings, bonds, recognizances and other surety obligations, in pursuance of these presents and shall be as bintling upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons. IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorizetl offcer or official of the Companies and the corporate seals of the Companies have been affixed thereto this 23rd day of April , 2021 . State ot PENNSYLVANIA County of MONTGOMERY Liberty Mutual Insurance Company � �Nsuq �ZV INgU ��NSURq The Ohio Casualty Insurance Company j=GoaP°Rqroym �yJ2p�RP�R4T�o9Qi� V 2p0aP�R4T�,2(� WestAmerican Insurance Company � 1912 � 0 1919 � � 1991 � � �� z �, o Q o �! d�9sSFCHU`'��.da'S' y0 �h'�yAMPS�P a� � �NDIANP �S� � ��� <iI�-? g�> * ti�' ''yt + t��a S�M . ��a BY� � �: David M. Carey, Assistant Secretary �U �� c� .� � On this 23rd day of April , 2021 before me personally appeared David M. Carey, who acknowledged himself to be the Assistant Secretary of Liberty Mutual Insurance � a=i �� Company, The Ohio Casualty Company, and West American Insurance Company, and that he, as such, being authorized so to do, execute the foregoing instrument for the purposes L� �� therein contained by signing on behalf of the corporations by himself as a duly authorized officer. �@ a> � _� _-a �'� o � Qj O � � C � N +.-� � � (LS � � � �'— i � o ca w- � This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated. Liberty Mutual Insurance Company The Ohio Casualty Insurance Company WestAmerican Insurance Company Commonwealih of Pennsyivania - Notary Seal -;' � - Teresa Pastella, Notary Public � J� Montgomery Counly My commission expires March 28, 2025 Commission num6er 1126044 BY� .� , Member, Pennsylvania Association of Notaries eres��, Notary Public This Power of Attomey is made and executed pursuant to and by authority of the following By-laws and Authorizations of The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West American Insurance Company which resolutions are now in full force and effect reading as follows: ARTICLE IV-OFFICERS: Section 12. Power of Attorney. Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President, and subject to such limita6on as the Chairman or the President may prescribe, shall appoint such attomeys-in-fact, as may be necessary to act in behalf of the Corporation to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such attorneys-in-fact, subject to the limitations set forth in their respecfive powers of attomey, shall have full power to bind the Corporation by their signature and execution of any such insUuments and to attach thereto the seal of the Corporation. When so executed, such instruments shall be as binding as if signed by the President and attested to by the Secretary. Any power or authority granted to any representative or attomey-in-fact under the provisions of this article may be revoked at any time by the Board, the Chairman, the President or by the officer or officers granGng such power or authority. ARTICLE XIII - Execution of Contracts: SecGon 5. Surety Bonds and Undertakings. Any officer of the Company authorized for that purpose in writing by ihe chairman or the president, and subject to such limitations as the chairman or the president may prescribe, shall appoint such attorneys-in-fact, as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such attomeys-in-fact subject to the limitations set forth in their respective powers of attomey, shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so executed such instruments shall be as binding as if signed by the president antl attestetl by the secretary. Certificate of Designation - The President of the Company, acting pursuant to the Bylaws of the Company, authorizes David M. Carey, Assistant Secretary to appoint such attorneys-in- fact as may be necessary to act on behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Authorization - By unanimous consent of the Company's Board of Directors, the Company consents that facsimile or mechanically reproduced signature of any assistanl secretary of the Company, wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds, shall be valid and binding upon the Company with the same force and effect as though manually affixed. I, Renee C. Llewellyn, the undersigned, Assistant Secretary, The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West American Insurance Company do hereby certify that the original power of attorney of which the foregoing is a full, true and correct copy of the Power of Attorney executed by said Companies, is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this day of P� \NS�,Q� P�tY INgU� � 1NSf/�,4 jGOPPo�rQ Cm � `o�cPOltqTo 2� VP`OryPO.Qql 2C� r � r � � 2 �o tn /�_ l.� � 1912 � 0 2 1919 � o a 1991 0 �„�Ql.�'� �,,��S a�„ o s�'� a a3 ��``�AMP s �d a� �S�� NDIA N P�a D� By� Renee C. Llewellyn, Assistant Secretary )* t- yl . 1- M* 1� / // i �, G � � O O� V � N � O N 1 c'") � `oo a� m— a� � U n N ca `o � LMS-12873 LMIC OCIC WAIC Multi Co 02/21 _- I.ibert� Mutual.: SURETY TEXAS IMPORTANT NOTICE To obtain information or make a complaint You may call toll-free for infor►nation oi• to make a complaint at I-877-751-2640 You may also write to: 2200 Renaissance Blvd., Ste. 400 King of Prussia, PA 19406-2755 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 Consumer Protection (11 1-lA) P. O. Box 149091 Austin, TX 78714-9091 FAX: (512) 490-1007 Web: http://www.tdi.texas.�ov E-mail: ConsumerProtection�a�,tdi.texas.�ov PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should first contact the agent or call 1-800-843-6446. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. TEXAS AVISO IMPORTANTE Para obtener informacion o para someter una queja: Usted puede Ilamar al numero de telefono gratis para informacion o pac•a someter una queja al 1-877-751-2640 Usted tambien puede escribir a: 2200 Renaissance Blvd., Ste. 400 King of Prussia, PA 19406-2755 Puede comunicarse con el Departamento de Seguros de Texas para obtener informacion acerca de companias, coberturas, derechos o quejas al 1-800-252-3439 Puede escribir al Departamento de Seguros de Texas Consumer Protection ( I I 1-1 A) P. O. Box 149091 Austin, TX 78714-9091 FAX # (512) 490-1007 Web: http://www.tdi.texas.gov E-mail: ConsumerProtection�tdi.texas. o�v DISPUTAS SOBRE PRIMAS O RECLAMOS: Si tiena una disputa concerniente a su prima o a un reclamo, debe comunicarse con el agente o primero. Si no se resuelve la disputa, puede entonces comunicarse con el departamento (TDI) UNA ESTE AVISO A SU POLIZA: Este aviso es solo para proposito de infonnacion y no se convierte en parte o condicion del documento adjunto. NP 70 68 09 O 1 LMS-15292 10/15 1 3213.0101 6" Conc Pvmt 32 13 13 SY 18,374 $35.50 $652,277.00 2 3213.0102 7" Conc Pvmt 32 13 13 SY 4,756 $39.95 $190,002.20 3 3211.0501 6" Lime Treatment 32 11 29 SY 20,211 $3.10 $62,655.34 4 3211.0502 8" Lime Treatment 32 11 29 SY 5,232 $3.65 $19,095.34 5 3211.0400 Hydrated Lime 32 11 29 TON 509 $180.00 $91,594.80 6 3213.0301 4" Conc Sidewalk 32 13 20 SF 3,686 $5.75 $21,194.41 7 3213.0501 Barrier Free Ramp, Type R-1 32 13 20 EA 12 $2,000.00 $24,000.00 8 3213.0506 Barrier Free Ramp, Type P-1 33 13 20 EA 16 $2,000.00 $32,000.00 9 3441.4003 Furnish/Install Alum Sign Ground Mount City Std. 34 41 30 EA 15 $500.00 $7,500.00 10 3471.0001 Traffic Control 34 71 13 MO 1 $1,650.00 $1,650.00 11 9999.0012 Install EOR Barricade 00 00 00 EA 3 $1,500.00 $4,500.00 12 3292.0100 Block Sod Placement SY 32 92 13 449 $16.38 $7,354.62 13 3291.0100 Topsoil CY 32 91 19 75 $86.83 $6,512.25 14 0 15 0 16 0 17 0 18 0 19 0 20 0 21 0 22 0 23 0 24 0 25 0 26 0 27 0 28 0 29 0 30 0 31 0 32 0 33 0 34 0 35 0 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item No.Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value UNIT IV: PAVING IMPROVEMENTS TOTAL UNIT IV: PAVING IMPROVEMENTS $1,120,335.96 1 3213.0105 10" Conc Pvmt 32 13 13 SY 3,211 $52.80 $169,540.80 2 3211.0502 8" Lime Treatment 32 11 29 SY 3,532 $3.25 $11,479.33 3 3211.0400 Hydrated Lime 32 11 29 TON 71 $180.00 $12,715.56 4 3213.0301 4" Conc Sidewalk (10' Sidewalk)32 13 20 SF 10,883 $5.75 $62,577.25 5 3213.0501 Barrier Free Ramp, Type R-1 32 13 20 EA 2 $2,000.00 $4,000.00 6 3213.0506 Barrier Free Ramp, Type P-1 33 13 20 EA 2 $2,000.00 $4,000.00 7 3441.4003 Furnish/Install Alum Sign Ground Mount City Std. 34 41 30 EA 3 $500.00 $1,500.00 8 3471.0001 Traffic Control 34 71 13 MO 1 $2,500.00 $2,500.00 9 9999.0002 Install EOR Barricade 00 00 00 EA 1 $1,500.00 $1,500.00 10 3217.0104 6" DOT Pvmt Marking HAS (W)32 17 23 LF 272 $2.50 $680.00 11 3217.0501 24" SLD Pvmt Marking HAE (W)32 17 23 LF 27 $25.00 $675.00 12 3217.0002 4" SLD Pvmt Marking HAS (Y)32 17 23 LF 584 $2.50 $1,460.00 13 3217.2104 REFL Raised Marker TY II-C-R 32 17 23 EA 15 $6.50 $97.50 14 3292.0100 Block Sod Placement SY 32 92 13 3,695 $0.00 15 3291.0100 Topsoil CY 32 91 19 616 $0.00 16 0 17 0 18 0 19 0 20 0 This Bid is submitted by the entity named below: BIDDER:BY: Gilco Contracting, Inc. 6331 Southwest Blvd. Benbrook, TX 76132 TITLE: DATE: 50 END OF SECTION TOTAL UNIT V: OFFSITE PAVING IMPROVEMENTS $272,725.44 UNIT V: OFFSITE PAVING IMPROVEMENTS (McPHERSON BLVD.) Bid Summary UNIT IV: PAVING IMPROVEMENTS $1,120,335.96 UNIT V: OFFSITE PAVING IMPROVEMENTS $272,725.44 Leia McQuien Total Construction Bid $1,393,061.40 Gilco Contracting, Inc. Vice President, Operations 12/6/2021 Contractor agrees to complete WORK for FINAL ACCEPTANCE within working days after the date when the CONTRACT commences to run as provided in the General Conditions. 00 45 11 - 1 BIDDERS PREQUALIFICATIONS Page 1 of 3 CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN: 103287 Revised April 2, 2014 SECTION 00 45 11 1 BIDDERS PREQUALIFICATIONS 2 3 1. Summary. All contractors are required to be prequalified by the City prior to submitting 4 bids. To be eligible to bid the contractor must submit Section 00 45 12, Prequalification 5 Statement for the work type(s) listed with their Bid. Any contractor or subcontractor who is 6 not prequalified for the work type(s) listed must submit Section 00 45 13, Bidder 7 Prequalification Application in accordance with the requirements below. 8 9 The prequalification process will establish a bid limit based on a technical evaluation and 10 financial analysis of the contractor. The information must be submitted seven (7) days prior 11 to the date of the opening of bids. For example, a contractor wishing to submit bids on 12 projects to be opened on the 7th of April must file the information by the 31st day of March 13 in order to bid on these projects. In order to expedite and facilitate the approval of a Bidder’s 14 Prequalification Application, the following must accompany the submission. 15 a. A complete set of audited or reviewed financial statements. 16 (1) Classified Balance Sheet 17 (2) Income Statement 18 (3) Statement of Cash Flows 19 (4) Statement of Retained Earnings 20 (5) Notes to the Financial Statements, if any 21 b. A certified copy of the firm’s organizational documents (Corporate Charter, Articles 22 of Incorporation, Articles of Organization, Certificate of Formation, LLC 23 Regulations, Certificate of Limited Partnership Agreement). 24 c. A completed Bidder Prequalification Application. 25 (1) The firm’s Texas Taxpayer Identification Number as issued by the Texas 26 Comptroller of Public Accounts. To obtain a Texas Taxpayer Identification 27 number visit the Texas Comptroller of Public Accounts online at the 28 following web address www.window.state.tx.us/taxpermit/ and fill out the 29 application to apply for your Texas tax ID. 30 (2) The firm’s e-mail address and fax number. 31 (3) The firm’s DUNS number as issued by Dun & Bradstreet. This number 32 is used by the City for required reporting on Federal Aid projects. The DUNS 33 number may be obtained at www.dnb.com. 34 d. Resumes reflecting the construction experience of the principles of the firm for firms 35 submitting their initial prequalification. These resumes should include the size and 36 scope of the work performed. 37 e. Other information as requested by the City. 38 39 2. Prequalification Requirements 40 a. Financial Statements. Financial statement submission must be provided in 41 accordance with the following: 42 (1) The City requires that the original Financial Statement or a certified copy 43 be submitted for consideration. 44 00 45 11 - 2 BIDDERS PREQUALIFICATIONS Page 2 of 3 CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN: 103287 Revised April 2, 2014 (2) To be satisfactory, the financial statements must be audited or reviewed 1 by an independent, certified public accounting firm registered and in 2 good standing in any state. Current Texas statues also require that 3 accounting firms performing audits or reviews on business entities within 4 the State of Texas be properly licensed or registered with the Texas State 5 Board of Public Accountancy. 6 (3) The accounting firm should state in the audit report or review whether 7 the contractor is an individual, corporation, or limited liability company. 8 (4) Financial Statements must be presented in U.S. dollars at the current rate 9 of exchange of the Balance Sheet date. 10 (5) The City will not recognize any certified public accountant as 11 independent who is not, in fact, independent. 12 (6) The accountant’s opinion on the financial statements of the contracting 13 company should state that the audit or review has been conducted in 14 accordance with auditing standards generally accepted in the United 15 States of America. This must be stated in the accounting firm’s opinion. 16 It should: (1) express an unqualified opinion, or (2) express a qualified 17 opinion on the statements taken as a whole. 18 (7) The City reserves the right to require a new statement at any time. 19 (8) The financial statement must be prepared as of the last day of any month, 20 not more than one year old and must be on file with the City 16 months 21 thereafter, in accordance with Paragraph 1. 22 (9) The City will determine a contractor’s bidding capacity for the purposes 23 of awarding contracts. Bidding capacity is determined by multiplying the 24 positive net working capital (working capital = current assets – current 25 liabilities) by a factor of 10. Only those statements reflecting a positive 26 net working capital position will be considered satisfactory for 27 prequalification purposes. 28 (10) In the case that a bidding date falls within the time a new financial 29 statement is being prepared, the previous statement shall be updated with 30 proper verification. 31 b. Bidder Prequalification Application. A Bidder Prequalification Application must be 32 submitted along with audited or reviewed financial statements by firms wishing to be 33 eligible to bid on all classes of construction and maintenance projects. Incomplete 34 Applications will be rejected. 35 (1) In those schedules where there is nothing to report, the notation of 36 “None” or “N/A” should be inserted. 37 (2) A minimum of five (5) references of related work must be provided. 38 (3) Submission of an equipment schedule which indicates equipment under 39 the control of the Contractor and which is related to the type of work for 40 which the Contactor is seeking prequalification. The schedule must 41 include the manufacturer, model and general common description of 42 each piece of equipment. Abbreviations or means of describing 43 equipment other than provided above will not be accepted. 44 45 3. Eligibility to Bid 46 a. The City shall be the sole judge as to a contractor’s prequalification. 47 b. The City may reject, suspend, or modify any prequalification for failure by the 48 contractor to demonstrate acceptable financial ability or performance. 49 c. The City will issue a letter as to the status of the prequalification approval. 50 00 45 11 - 3 BIDDERS PREQUALIFICATIONS Page 3 of 3 CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN: 103287 Revised April 2, 2014 d. If a contractor has a valid prequalification letter, the contractor will be eligible to bid 1 the prequalified work types until the expiration date stated in the letter. 2 3 4 5 6 7 END OF SECTION 8 9 OU45 12 bAP !'[tEQ�IALfFIG1TION S7:'1TEMLM' Page t nf' 1 5ECTION 00 a5 12 DAP— PREQUALlF1CATiON STA`fEMENT Each Bidder is required �o complete the infannation bela�� i�y identifying the prequalitied contractors and/or subcontractors whom they intend to utilize for the major wark type(s) listed. In tl�e "Ma�or Work Tvpe" boK provide t1�e complete malor woek ty_pe and actual description as provided by the Water De artment for water and se�ver and TPW for avin . Major Work Type Contractor/Subcantractor Compan}• Name Prenualification Ex iratian Date Concrete Paving Construction Gilco Contracting, Inc. 1 1/30/20Z2 The undersigned heretiy certifies that t17e rontractors andlor subcontractors descrihed in the ta�le above are currently prequalified far the work types listed. BIDDER: BY (Signature) TITLE: Vice President. Operations DATE: EIVD OF SECTION CfTY OF FORT WORTW COHIR PHl STANOARD CONSTRLlCTION PliEQIlALiFlCATION STATEM£NT — �EVEL�PER AWAHpEP Pfi�1E[TS 0045 12 Prequa4ificatioa 5tatement 2015 dAP Farm Version September 1, 2015 00 �35 26 - 1 CONTRACTQR COMP[.IANCE: WI"fH Vl'(�R}:1=R'ti C'OMPL-NSATf01�1 E_A�l' I'agc I oi' l 2 3 4 5 6 7 8 9 10 11 l2 l3 l4 15 16 17 !8 19 za zi 2? 23 24 25 2b �� 28 29 30 31 32 33 34 35 36 37 38 39 40 SECTION 00 �5 26 CONTRAC7'OR COMPLIANCE WITf� WORKER'S COMPENSATiON I.AW Pursuant to Texas Labor Code Section 4Q6.096(a), as amended. Contractor certifies that it provides worker's coinpensation insurance co�erage for all of its employees employed on City Project No.103287. Contractor furthec certifies that, pursuant to Te�as Labor Code, Section 406.096(b), as am�nded, it will provid� to City its subcontractor's certi�cates ofcomp�iance with worker's compensation co�erage. CONTRACTOR: Gilco Contracting, [��c. By: Leia Mc uien CompanS' (Please Print) 6331 Southwest Blvd. 5ignature: . ' Address Benbrook, TX 7b132 Title: Vice Presic�ent. Operations CitylStatelZip (�lease Print) THE STATE OF T'EXAS § COUNTY OF TARRANT § BEFORE ME, tE�e undersigned authorin�, an this day personally appeared �ei�. M�Qu;e�l , known ro me to be the person whose name is s�bscribed to the foregoing instrument, and a�knowledged to me that f�e/s1�e eYecuted the same as the act and deed of Gilco Contracting. inc. for the purpases and consideration therein expressed and in the capacity therein stated. GI EN LTNDER MY HAND AND SEAL QF O�'F[CE this �" day of �Y�'I�r11�t.�� �Q�I. . ,�**r "e'4e.� HEATHER PAIGE WILLIANiS � +r°. `�': Notary Publ�c, Stats of Toxas • My Gomm�salon Expires N�ry Public in a for 5tate of `Texas '' = August t 1, 2025 ;�•` P, ` ��°�� NQTAAY ID 12430520 END OF SECTION CITY of r�R r wcau�rH 5'I'ANDAR[� CONSTRUCTION SPk:CIFICA'I'lON DOCIJMF.NTS Reviscd April 2. 2014 col�[x �rn CPN I U3287 00 52 43 - 1 Developer Awarded Project Agreement Page 1 of 4 2 SECTION 00 52 43 AGREEMENT 3 4 THIS AGIZ�EMENT, authorized on �Z�z` IZ�Z� is made by and between the Developer, 5 Forestar (USA) Real Estate Group, Inc., authorized to do business in TeYas ("Developer") , and 6 Gilco Contractin ,g Inc., authorized to do business in Texas, acting by and through its duly 7 atrthorized representative, ("Contractor"). 8 Developer and Conti•actor, in consideration of the mutual covenants hei•einafter set forth, agree as 9 follows: 10 Article 1. WORK 11 12 13 14 15 16 17 18 19 20 21 Contractoi• shall complete all Worlc as specified or indicated in the Contract Documents for the Project identified her•ein. Ai•ticle 2. PROJECT The project for which the Work under the Contract Documents may be the whole or only a part is generally described as follows: CohiY Ph 1 Citv Project Number: 103287 Article 3. CONTRACT TIME 3.1 Time is of the essence. All time liliiits for Milestones, if any, and Final Acceptance as stated in the Contract Documents are of the essence to this Contract. 22 3.2 Final Acceptance. 23 The Work will be complete for Final Acceptance within { S0� worlcing days after the date 24 when the Contract Time conunences to run as provided in Paragi•aph 12.04 of the Standard 25 City Conditions of the Construction Contract for Developer Awarded Projects. 26 33 Liquidated damages 27 28 29 30 31 32 33 34 35 36 37 Contractor recognizes that time is of the essence of this Agreement and that Developer will suffer financial loss if the Woc•k is not completed witl�in the times speciiied in Paragraph 3.2 above, plus any extension thei•eof allowed in accordance with Article 10 of the Standard City Conditions of the Construction Contract for Developer Awarded Projects. The Contractor• also recognizes the delays, expense and difficulties involved in proving in a legal proceeding the ach�al loss suffered by the Developer if the Work is not completed on time. Accordingly, instead of i•equiring any such pi•oof , Contt�actor agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay Developer Sia: Hund��ed Fifh� Dollars ($650) for each day that expires after tl�e time specified in Paragraph 3.2 foi• Final Acceptance until the City issues the Final Letter of Acceptance. CITY OF FORT WORTH COHIX PH 1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN:103287 Revised June I6, 2016 00 52 43 - 2 Developer Awarded Project Agreement Page 2 of 4 38 Article 4. CONTRACT PRIC� 39 Developer• agrees to pay Contractor for pe�•formance of the Work in accordance with the Contract 40 Documents an amount in current fimds of ONE MILLION THREE HUNDR�D NINETY- 41 TIIRE� THOUSAND SIXTY-ONE DOLLARS AND FORTY CENTS ($ 1393,061.40 ). 42 Article 5. CONTRACT DOCUMENTS 43 5.1 CONTENTS: 44 A. The Contract Documents which comprise the entire agreement between Developer and 45 Contractor concerning the Work consist of the following: 46 1. This Agreement. 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 2. Attachments to this Agreement: a. Bid Form (As provided by Developer) 1) Proposal Form (DAP Version) 2) Prequalification Statement 3) State and Federal documents (p�°oject specific) b. Insurance ACORD Form(s) c. Payinent Bond (DAP Version) d. Performance Bond (DAP Version) e. Maintenance Bond (DAP Version) £ Power of Attorney for the Bonds g. Workei's Compensation Affidavit h. MBE and/or SBE Commitment Form (If rec�uired) 3. Standard City General Conditions of the Construction Contract for Developer Awarded Projects. 4. Supplementary Conditions. 62 5. Specifications speci�cally made a part of the Contract Documents by attachment 63 or, if not attached, as incorporated by reference and described in the Table of 64 Contents of the Project's Contract Documents. 65 6. Drawings. 66 7. Addenda. 67 68 69 70 71 72 73 74 75 8. Documentation submitted by Contractor prior to Notice of Award. 9. The following which may be delivered or issued after the Effective Date of the Agreement and, if issued, become an incor•porated part of the Contract Documents: a. Notice to Proceed. b. Field Orders. a Change Orders. d. Letter of Final Acceptance. CITY OF FORT WORTH COHIX PHI STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN:103287 Revised June I6, 2016 005243-3 Developer Awarded Project Agreement Page 3 of4 77 Article 6. INDEMNIFICATION 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 6.1 Contractor covenants aud agrees to indemnify, hold harmless and defeud, at its own expense, the city, its ofiicers, servauts and employees, from and against any and all claims arising out of, or alleged to arise out of, the worlc aud services to be performed by the contractor, its of�cers, agents, employees, subcontractors, licenses or invitees under this coutract. This indemni�cation provisiou is snecifically intended to onerate and be effective even if it is alle�ed or nroven that all or some of the dama�es bein� sou�ht were caused, in whole or in part, by any act, omission or ne�ligence of the citv. This indemnity provision is inteuded to include, without limitation, indemnity for costs, expenses and legal fees incurred by the city in defending against such claims and causes of actions. 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the city, its offcers, 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 of�cers, agents, employees, subcontractors, licensees or invitees under this contract. This indemnification provision is snecifcally inteuded to operate and be effective even if it is alle�ed or nroven that all or some of the dama�es bein� sou�ht were caused, in whole or in nart, bv any act, omission or ne�li�ence of the citv. Article 7. MISCELLANEOUS 99 7.1 Terms. 100 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of 101 the Construction Contract for Developer Awarded Projects. 102 7.2 Assigmnent of Contract. 103 This Agreement, including all of the Contract Documents may not be assigned by the 104 Contractor without the advanced express written consent of the Developer. 105 7.3 Successors and Assigns. 106 Developer and Contractor each binds itself, its partners, successors, assigns and legal 107 representatives to the other party hereto, in respect to all covenants, agreements and 108 obiigations contained in the Contract DocLunents. 109 7.4 Severability. 110 Any provision or part of the Contract Doc�aments held to be unconstitntional, void or 111 iinenforceable by a court of competent jm•isdiction shall be deeined stricken, and all 112 r•emaining provisions shall continue to be valid and binding upon DEVELOPER and 113 CONTRACTOR. 114 7.5 Governing Law and Venue. 115 This Agreelnent, including all of the Contract Documents is performable in the State of 116 Texas. Venue shall be Tarrant CoLinty, Texas, or the United States District Cour•t for the 117 Northern District of Texas, Fort Worth Division. CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN:103287 Revised June 16, 2016 IIIIS2•13-4 Dcvcloper Aw:udcJ Pro�ccl Agrccmcnt Pagc d nf �1 118 I 19 7.6 Authority to Sign. 120 121 122 123 124 125 12G 127 Contractor shall auach evidence ot' authority to sign Agi•eement, if other than duly authorized signatory ol�thc Contractor. IN WITNCSS WHGRCO�, Developer and Conh'actor have executed this Abreement in multiple caunterparts. This Agreement is effective as of the last date signed by the Parties ("Efrective Date") Contractor: Gilco ConU•acting, Inc. � B (Si�;nature) Leia McOuien (Printed Namc) Drvcloper: f orestar (USA) Re�l Lstate Group, Inc. Q (Signatui l� P��,k � _ � ,Lr�' (Printed Name) Title: Vice President, Operations Title: �C.,� ��; �„ f Company Name: Gilco ConU•acting, Company name: rorestar (USA) Real Estate Inc. Group, inc. Address: Address: 633I Southwest T31vd. 2221 �. Lamar Qlvd., Suite 790 City/State/Zip: Benbrooh, TX 76132 �Zlz,�i�z� Date 128 City/State/Zip: Arlington, TX 76006 IZ�Z-I�z,! Date ciT�'vl� fORT WORTII coiiix i�i�i S'I'ANbARD CONS'fRUC'1'lON SPIiCIPICA'I'ION DUCUp11:N'fS — DGV[:LO1'Fk AWAItI)I:b PIZO.II:CI:S CPN 103287 Rcviscd Junc 16,201G Bond #022232592 00 62 13 - 1 PERFORMANCE BOND Page 1 of 3 CITY OF FORT WORTH COHIX PH1 STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS CPN:103287 Revised January 31, 2012 SECTION 00 62 13 1 PERFORMANCE BOND 2 3 THE STATE OF TEXAS § 4 § KNOW ALL BY THESE PRESENTS: 5 COUNTY OF TARRANT § 6 7 That we, Gilco Contracting, Inc., known as “Principal” herein and 8 ____________________________________________, 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, Forestar (USA) Real Estate Group, Inc., 11 authorized to do business in Texas (“Developer”) and the City of Fort Worth, a Texas municipal 12 corporation (“City”), in the penal sum of, ONE MILLION THREE HUNDRED NINETY-13 THREE THOUSAND SIXTY-ONE DOLLARS AND FORTY CENTS ($ 1,393,061.40 ), 14 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the 15 payment of which sum well and truly to be made jointly unto the Developer and the City as dual 16 obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly 17 and severally, firmly by these presents. 18 WHEREAS, Developer and City have entered into an Agreement for the construction of 19 community facilities in the City of Fort Worth by and through a Community Facilities 20 Agreement, CFA Number CFA21-0144; and 21 WHEREAS, the Principal has entered into a certain written contract with the Developer awarded 22 the _____ day of ________________, 20___, which Contract is hereby referred to and made a 23 part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor 24 and other accessories defined by law, in the prosecution of the Work, including any Change 25 Orders, as provided for in said Contract designated as Cohix Ph 1 26 NOW, THEREFORE, the condition of this obligation is such that if the said Principal 27 shall faithfully perform it obligations under the Contract and shall in all respects duly and 28 faithfully perform the Work, including Change Orders, under the Contract, according to the plans, 29 specifications, and contract documents therein referred to, and as well during any period of 30 extension of the Contract that may be granted on the part of the Developer and/or City, then this 31 obligation shall be and become null and void, otherwise to remain in full force and effect. 32 Liberty Mutual Insurance Company 21st December 21 21st December 21 Bond #022232592 00 62 14 - 1 PAYMENT BOND Page 1 of 2 CITY OF FORT WORTH COHIX PH1 STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS CPN:103287 Revised January 31, 2012 SECTION 00 62 14 1 PAYMENT BOND 2 3 THE STATE OF TEXAS § 4 § KNOW ALL BY THESE PRESENTS: 5 COUNTY OF TARRANT § 6 That we, Gilco Contracting, Inc., known as “Principal” herein, and 7 ______________________________________________, a corporate surety ( or sureties if more 8 than one), duly authorized to do business in the State of Texas, known as “Surety” herein 9 (whether one or more), are held and firmly bound unto the Developer, Forestar (USA) Real Estate 10 Group, Inc., authorized to do business in Texas “(Developer”), and the City of Fort Worth, a 11 Texas municipal corporation (“City”), in the penal sum of ONE MILLION THREE 12 HUNDRED NINETY-THREE THOUSAND SIXTY-ONE DOLLARS AND FORTY 13 CENTS ($ 1,393,061.40 ), lawful money of the United States, to be paid in Fort Worth, Tarrant 14 County, Texas, for the payment of which sum well and truly be made jointly unto the Developer 15 and the City as dual obligees, we bind ourselves, our heirs, executors, administrators, successors 16 and assigns, jointly and severally, firmly by these presents: 17 WHEREAS, Developer and City have entered into an Agreement for the construction of 18 community facilities in the City of Fort Worth, by and through a Community Facilities 19 Agreement, CFA Number CFA21-0144; and 20 WHEREAS, Principal has entered into a certain written Contract with Developer, 21 awarded the ________day of ______________________, 20_____, which Contract is hereby 22 referred to and made a part hereof for all purposes as if fully set forth herein, to furnish all 23 materials, equipment, labor and other accessories as defined by law, in the prosecution of the 24 Work as provided for in said Contract and designated as Cohix Ph 1. 25 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 26 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 27 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 28 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 29 force and effect. 30 Liberty Mutual Insurance Company 21st December 21 21st December 21 Bond #022232592 00 62 19 - 1 MAINTENANCE BOND Page 1 of 3 CITY OF FORT WORTH COHIX PH1 STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS CPN:103287 Revised January 31, 2012 SECTION 00 62 19 1 MAINTENANCE BOND 2 3 THE STATE OF TEXAS § 4 § KNOW ALL BY THESE PRESENTS: 5 COUNTY OF TARRANT § 6 7 That we Gilco Contracting, Inc., known as “Principal” herein and 8 __________________________________, a corporate surety (sureties, if more than one) duly 9 authorized to do business in the State of Texas, known as “Surety” herein (whether one or more), 10 are held and firmly bound unto the Developer, Forestar (USA) Real Estate Group, Inc., 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 MILLION THREE HUNDRED NINETY-THREE 13 THOUSAND SIXTY-ONE DOLLARS AND FORTY CENTS ($ 1,393,061.40 ), lawful 14 money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment of 15 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 CFA21-0144; and 22 WHEREAS, the Principal has entered into a certain written contract with the Developer 23 awarded the_____ day of , 20 , 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 Cohix Ph 1; 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 34 Liberty Mutual Insurance Company 21st December 21 Bond #022232592 00 62 19 - 2 MAINTENANCE BOND Page 2 of 3 CITY OF FORT WORTH COHIX PH1 STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS CPN:103287 Revised January 31, 2012 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 1 upon receiving notice from the Developer and/or City of the need thereof at any time within the 2 Maintenance Period. 3 4 NOW THEREFORE, the condition of this obligation is such that if Principal shall 5 remedy any defective Work, for which timely notice was provided by Developer or City, to a 6 completion satisfactory to the City, then this obligation shall become null and void; otherwise to 7 remain in full force and effect. 8 9 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 10 noticed defective Work, it is agreed that the Developer or City may cause any and all such 11 defective Work to be repaired and/or reconstructed with all associated costs thereof being borne 12 by the Principal and the Surety under this Maintenance Bond; and 13 14 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 15 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 16 Worth Division; and 17 18 PROVIDED FURTHER, that this obligation shall be continuous in nature and 19 successive recoveries may be had hereon for successive breaches. 20 21 22 23 21st December 21 7his Pawerof A@ornay Iimils ihe acis pf thvse named hereE�, and they havc no avthnrily Eo bi�d tha Compar�y except 1� !he manner and to the eztent hareln stated. •� Liber� Liberty M�tuaE Insurance Company �j�'�a�� , The Ohio Casuafty Ins�rance Campany Cer&5caieNo: .S2fl5457-022Uzo BURETY WestAmer�can lnsurance Company PQWER OF ATTORNEY KNOWN AL! PE'RSpNS BY THE5E PRESENkTS: jhaCihe Ofiro Casualty fnsurarrce Company is a corparation duly arganized under the laws nf the State of Nevr Hampshire, lhat li6erty hA�tual huuurarice Compaoy is a car�mra5on duly orgasiized �mder ihe laws ot�ie 5la�e af Massachasetts, and WesEAmetitan Inswance Campany is a cnrporatian duly wgan¢ed under the laws atlhe Staie of lndiana (he�ein copechve]y catlec{ the'Co�rtpa�ies'}� pursuarit to and by authanty herein sei fadh, does here5y name, conslitute and appo�nt, Don �, Camell; Josh�a Saunders;Kell A, Westbrook; Mikaela P pers; iticardo 3, Ite u;.Robbi Momles; So hinic Ifun'ter, Tina McEwan; Toni6 Petranek all o# t�e rity af Dallas siate of 7'3C each indrviduady ifihere he mora than ona named, �Ls W� and lawfui affomcy-in factto make, exeais, seaf, ackno+Medge and deGver, for and a¢i lts Behaff as surely and as,ils.act and deed, any and aq imdertalcirigs, bot�ds, recognrza�Ces �d athet sureiy abGgatiarts, N pursuance nf these presents and shap be as lzr�dng upon Ihe Comga�ies as ii they have been duly signed 6y Ihe president and a�ested by thc sevetary ot Ihe Compan�s in t�eir awn prape[ pe�sorss. [i� WIiNESS WHEREOF, this Aov�r of Rltnmey has heen suhscn'6ed hy an aut�orized af�cer or afivaal of tha Campanies and tl�e corporale seals oilhe Companies have besn aifixed the�eioihis 23rd dayof A np'1 , 202t .. Slate oi FENNSYLUANW Caunty of HlO�+E'IGphf�RY � tiNsp [.aberly AAaEttal Insurance Comgany JP�„�o R Jp��Y. IN3p .�.1NSU� The Ohio Casvaliy�isu�anoe Cors�pany � �� '¢a•�yn y o�����y �UP�ouO�r y� WestAmertcanl�suranceGom n a 3 �'asn e3 � c+ �. �'o�n i�Y � 4992 n o 49'l9 � f. 79$1 � /' a'�a �'y � y K� ta a 4 3 i�� 3a�T�„s��,aa o yy,�r��a�' rs��n��.,w� aa B, �/" , . t � .1. �[f �r :?�e� . y' — - o�,r;�t r� r.�P„ Qceicl�nF Cerret�ry o� Ori �iis 23rd dayof. April , 202 i 6efore me pe�sooally appeaied patid M. Carey, who ac&novyledged hi�seif.i� �e EheAssistant 5euetarybfli6e�ty I4�fWal Insurance �� Campa�y, ihe Otno Casuafty Cartspany, and West.American Iqsurance Compaqy, arid thai he, as surh, 6eing author¢ed so to do, execute t�e foregaing instrumenffa€'�ie pnr�oses �_ therein con�ained 6y signing on Leha[tof the corparafions byhimself as a,duly a�thorized afficer. a� �° a�l� WffNE55 WHEREOF, I have he�ea�to subsaibed my �ama andaffa"ed ri�y nolarial seal at King of Pn�ssia, F'en�sylua�fa, on the day and year first ahous vrtiHen, C'y - O � ,- �F� �r1$)• �,', � � �,� j.ps+w�� � commonuRadhotPwu+:ylrania.NW7$eai � tij O �tir�a�Y �. �, � T�PasteE;NalaryW6iia x �.�-� ' €, E32F .. r- � 0.lmt8°rc.eryCau�ty. B ���� G•� 'cl � � ��Cwzvitissiannwn6er 2T1 6054� y' '� , _ �N � �t�•5+s,cs.y�°'��cr r�roeu.p�,n��+�++u��on�ru,r� eresaPastella.NntaryPuWic °.."_ tn m ,�� �'`" . . , . �:3 This Posa�r af Altomey is made and execu�ed p¢csuant ta, and by autl�ariEy at the foflawing By-laws aad A�sthoriza6o�s of The Ohio Casualty G�stuance Company, G'herty Nkiqral E� Instirar�e Company, and tlVesl American fnsurance Company wEiich resolutians are nowi� fii➢.faoe and effed�eading as foaows: o � ARTICLEIY-OFFiCERS:Sectiani2.FowerafAhnmay, � 1- My ofGcer.ar athe� official of ihe Carparation a�lhnr¢ed tor lhat purpase in writing 6y I�e Chairmart or Ihe PreslQent, and su6jed to such limitation as fhe. Chauman o: Ihe �� f'residentmay presaibe, shafl appoint su� a�amays-Irrfact, es may he necessary to act in behalf o[ t�e Cnrporation to mafce, execuie, seaf, acknow�edge and delh�er as s�reiy �� any ar�d a➢ undertakmgs, honds, recognizances a�d oiher surety obBgaGons. S�tch atiameys-in-fac1, suhjed fn the limifa6ons sst torth in iheir respective powers of ettomey, siiall 0 7 have fup pvwer fo bind the Corpmatioo by lheir signa�re and exewtion o! aoy s�rch inshuments and Ea atlach ihr�eto t�e seal of Ihe Carporaiion, When so exec�fed, such z � �inshuments shall be as bindng as if siqned by the Aresidenf and aHested fo 6y the 5ecrelary. My power ar aathodiy granled !a aoy reprrseata&ve oi attomeyln-faet undar �he prrnisia�s af this ertide may be revoked af arry �me byihe Board, the Cha'�rmaro, the Presideni or 6y Ihe officer or officers granting such power araathodiy. ARTICLEXIII-ExecuGon af Gontracfs: Secctian 5. Surety 6onds and Undertakings, Any of�cer of the Comgarsy a�thorized fa t�at purpose in wri&ng 6y 1he chairman or lhe presidenf; and subjec! !o such limkations as fhe thairma� ar the president may presai6e, sha0 appoint such a�omeys=m-lact, as may 6e �ecessary to act in hehal( ot ihe Company lo make, execute, sea1, adcnowladge aod del;ver as suroty aay and all undartalcmgs, bands, recognizances and alhar s�rety o�Ggalions. Such aHnmeys-in-faci subjecE ta tha Gmitatians set fartlt in their respective pawers ot attamey, shall hays fuU pawer to bind the Company by their signature and execution af aay s�d�t instrusnents and to abarh ihereto the seal af t�e Compamr. When so execvied suda insW ments sha116e as bin�ng as if s�oed hy ihe president and attested by fhe seaetary, CerUficate ot Designation — iha presidenlai Ehe Campany, acti�g pursuant to �te Bylaws of the Company, aEllhar¢es aavid h+�. Carey, Assislanf 5eQe3ary to a�po�t s�ch attomeys-ir�- facY as may 6e �eeessary to act ar� behalf of �ha Com�any io make, execule, sea1, ecknawfedge and de1'Mer as surery any and a[f �mderEakings,'honds, recognizances and othec sorety obliga600s. Authorizatinn -- Byunanimaus eonsent of the Company�s 8oard of ��recion, t�e Company consents 1haF {aesimae ar merha�iqily reproduced signature of any assistardsecteiary of the Compariy, wherevar apgearing vpon a cestified oopyot any power of atlumey issued hy tha Compasiy in cnnne�tion wilh surety bonds. shall be valid and biod�g npcm E�e Campany wilh the same {Ores and effect as �ough manuaily affuced. E, Rmee C. Lfeweflyn, fhe underslgned, Assislani Secretary, i7se Ohio Casualiy Msurance�Company,,laberiy Mut�al Insurance Company, and West American Insurance Compa�y do hereby terfify that ihe odginal power aFattorney of whirh fhe%regoirig is a iull, Lue and carreet eopy.ai the �ower oE Aflamey execufed by said Compenies, is.in iull forre and etfect and has oot 6een revoked, + _ ` "� - d •, � � t - _ 1N'�&TEMOFEY WHEREDF, ! have hereuota set my hand and af�xe<i f�e seals atsaid Companies ihis ;,,, day of P4 tNsj/� P��y IHgG � - a �N3UR _ s,J �na°r,4r'yt, co �o�ORif'9y ~ �P4oaPoa�T4yn. �3` °b[n �3 `Por a3 �'o c++ ' Y; 19'I2 0 o z 19'I9 � � � 1997 � ��,(,�,�@L�� Y�.�y�s,��us° aa �O �Nnuvs+� D�o r�Na�ae+P a� By: a�7 *�,`' �yl .�� s''M }��a Renee C: Llewe�ym. Assistant Seae3ary LfJS-128i3 LMIC DCSC IhF51G A9u�l Co p7,27 �_- I���e� �i���.�b 5lJRET,Y ��S IMPORTANT N�T'�CE 'Ta obtain information or inake a compIaint: You inay ��all toIl-free for information or ta make a complaint at 1-�77-75� -2640 You may also writ'e to: 2200 R�naissance Bl�d�., Ste.. 400 King of P'russiA,.PA 194Q6-27S5 `You "iiiay cantact �e, Texas DeparEment of Fnsurance to, abtain ir�formation an conipanies, •caverages; r'ights,;or complaints �at i-800-252=�439 You may`write the Texas Uepartment ofInsurance Consumer•;Pcotectiori. {l�l I-1A); P.'O. Box 149091 Austin, TX 787Y4-909i FAX: {S I2} 490-I.007 �Neb":littp:/lwww.tdi.tex �_�ov E-maiI: ConstimerProtection rr tdi tex�s gov PREM[U1VI OA CLACIVI DISi'UT�S: Sfiould you have a dispute concerning your pFemium .ar ahout a claiin you should first contact the agent or caIl 1-840-543-5446. If the dispute is not resotved, you may contac� �he Texas Depar�ment of�nsurance. ATTACH THTS NOTICE TO YOUR POLICX: This no�ice i's for information onIy .and docs not became a part .or condition of' the attached docuinent. NP7068090.1 liAS-15292 9dlI5 TEXAS AV�SO IMPORTANTE Para obtener infarrr�acion o para �ometer �na ,queja: Usted puecIe Ilamar aI- numero de telefano gratis para informacion o par�.someter una queja al I-877-751-2540 Usted tainbien puede escribir;a: r2200 Renaissance B[vd:, 5te; 400 King ofPriissia, PA`I94Q6=2.755� Puede comunicarse con el Departamento �de Seguros de Texms ��para bbtener infortnacion ;acerca ;i�e companias, <cober�uras, dereclios o yue�jas_al_ 1-800;252=343� I'aede escribir aI Departamento de Segttros ;de Texas, Consurner Protection .(111-IA) 'P. O. Bax 149091 A�zstiit, TK� 7x71�4-909�' ,FAX # (512) 490-1007 Web• http://www:tdi.texas.gov E-mail: ConsumerProtection�tdi„texas�o� DISPUTA� SOBREPRIMAS 0 REGLAMOS: Si tiena una d�sputa concerniente a su prima a a un reclarno, debe comunicarse con aI agente o primern. Si: no se resueive la disputa, p�ede entonces cotr;unicarse con el depar.tamen�o {TDI) UNA.ESTE AVIS� A SU.POLIZA: Este avlso es salo para proposita de infarmacion y no se convierte en p��te o candician` del documento adjunto. 0o az a� DAP-BID PROPOSAL Page l of 2 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Specification Unit of Bid Description UnitPrice Bid Value No. Section No. Measure Quantity UNIT VI: STREET LIGHTING IMPROVEMENTS 1 2605.3015 2" CONDT PVC SCH 80(T) 26 05 33 LF 1,926 $13.68 $26,347.68 2 3441.1410 NO 10 Insulated Elec Condr 34 41 10 LF 1,926 $4.12 $7,935.12 3 3441.1646 Furnish/Install Type 33B Arm 34 41 20 EA 27 $150.00 $4,050.00 4 3441.3050 Furnish/Install LED Lighting Fixture (70 watt 34 41 20 EA 27 $250.00 $6,750.00 ATBO Cobra Head) 5 3441.3351 Furnish/Install Rdway Illum TY 11 Pole 34 41 20 EA 27 $1,474.00 $39,798.00 6 3441.3301 Rdwy Illum Foundation TY 1,2, and 4 3441 20 EA 27 $1,184.00 $31,968.00 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 TOTAL UNIT V: STREET LIGHTING IMPROVEMENTS $116,848.80 Bid CITY OP FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Fortn Version May 22, 2019 00 42 43_CohisPhl_Bid Proposal0_DAP_ElecMcal REV 2021-I2-O6 oo �z a� DAP - BID PROPOSAL Page ? of 2 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidlist No. Bidder's Application Project Item Infonnation Biddei s Proposal Descri tion Specification Unit of Bid P Section No. Measure Quantity Unit Price Bid Value UNIT VI: STREET LIGHTING IMPROVEMENTS $116,842 Total Construction Bid $116.841 This Bid is submitted by the entity named below: BIDDER: Independent Utility Construction, Inc. 5109 Sun Valley Drive Fort Worth, TX. 76ll9 Contractor agrees [o complete WORK for FINAL ACCEPTANCE within CONTRACT commences to run as provided in the General Conditions. BY: � , � � � ! ; I TITLE: DATE: END OF SECTION 25 working days after the date when the CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIF[CATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Fortn Version May 22, 20I9 00 d2 43_CohixPhl_Bid Proposal0_DAP_Electrical REV 2021-12-06 00 45 11 - 1 BIDDERS PREQUALIFICATIONS Page 1 of 3 CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN: 103287 Revised April 2, 2014 SECTION 00 45 11 1 BIDDERS PREQUALIFICATIONS 2 3 1. Summary. All contractors are required to be prequalified by the City prior to submitting 4 bids. To be eligible to bid the contractor must submit Section 00 45 12, Prequalification 5 Statement for the work type(s) listed with their Bid. Any contractor or subcontractor who is 6 not prequalified for the work type(s) listed must submit Section 00 45 13, Bidder 7 Prequalification Application in accordance with the requirements below. 8 9 The prequalification process will establish a bid limit based on a technical evaluation and 10 financial analysis of the contractor. The information must be submitted seven (7) days prior 11 to the date of the opening of bids. For example, a contractor wishing to submit bids on 12 projects to be opened on the 7th of April must file the information by the 31st day of March 13 in order to bid on these projects. In order to expedite and facilitate the approval of a Bidder’s 14 Prequalification Application, the following must accompany the submission. 15 a. A complete set of audited or reviewed financial statements. 16 (1) Classified Balance Sheet 17 (2) Income Statement 18 (3) Statement of Cash Flows 19 (4) Statement of Retained Earnings 20 (5) Notes to the Financial Statements, if any 21 b. A certified copy of the firm’s organizational documents (Corporate Charter, Articles 22 of Incorporation, Articles of Organization, Certificate of Formation, LLC 23 Regulations, Certificate of Limited Partnership Agreement). 24 c. A completed Bidder Prequalification Application. 25 (1) The firm’s Texas Taxpayer Identification Number as issued by the Texas 26 Comptroller of Public Accounts. To obtain a Texas Taxpayer Identification 27 number visit the Texas Comptroller of Public Accounts online at the 28 following web address www.window.state.tx.us/taxpermit/ and fill out the 29 application to apply for your Texas tax ID. 30 (2) The firm’s e-mail address and fax number. 31 (3) The firm’s DUNS number as issued by Dun & Bradstreet. This number 32 is used by the City for required reporting on Federal Aid projects. The DUNS 33 number may be obtained at www.dnb.com. 34 d. Resumes reflecting the construction experience of the principles of the firm for firms 35 submitting their initial prequalification. These resumes should include the size and 36 scope of the work performed. 37 e. Other information as requested by the City. 38 39 2. Prequalification Requirements 40 a. Financial Statements. Financial statement submission must be provided in 41 accordance with the following: 42 (1) The City requires that the original Financial Statement or a certified copy 43 be submitted for consideration. 44 00 45 11 - 2 BIDDERS PREQUALIFICATIONS Page 2 of 3 CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN: 103287 Revised April 2, 2014 (2) To be satisfactory, the financial statements must be audited or reviewed 1 by an independent, certified public accounting firm registered and in 2 good standing in any state. Current Texas statues also require that 3 accounting firms performing audits or reviews on business entities within 4 the State of Texas be properly licensed or registered with the Texas State 5 Board of Public Accountancy. 6 (3) The accounting firm should state in the audit report or review whether 7 the contractor is an individual, corporation, or limited liability company. 8 (4) Financial Statements must be presented in U.S. dollars at the current rate 9 of exchange of the Balance Sheet date. 10 (5) The City will not recognize any certified public accountant as 11 independent who is not, in fact, independent. 12 (6) The accountant’s opinion on the financial statements of the contracting 13 company should state that the audit or review has been conducted in 14 accordance with auditing standards generally accepted in the United 15 States of America. This must be stated in the accounting firm’s opinion. 16 It should: (1) express an unqualified opinion, or (2) express a qualified 17 opinion on the statements taken as a whole. 18 (7) The City reserves the right to require a new statement at any time. 19 (8) The financial statement must be prepared as of the last day of any month, 20 not more than one year old and must be on file with the City 16 months 21 thereafter, in accordance with Paragraph 1. 22 (9) The City will determine a contractor’s bidding capacity for the purposes 23 of awarding contracts. Bidding capacity is determined by multiplying the 24 positive net working capital (working capital = current assets – current 25 liabilities) by a factor of 10. Only those statements reflecting a positive 26 net working capital position will be considered satisfactory for 27 prequalification purposes. 28 (10) In the case that a bidding date falls within the time a new financial 29 statement is being prepared, the previous statement shall be updated with 30 proper verification. 31 b. Bidder Prequalification Application. A Bidder Prequalification Application must be 32 submitted along with audited or reviewed financial statements by firms wishing to be 33 eligible to bid on all classes of construction and maintenance projects. Incomplete 34 Applications will be rejected. 35 (1) In those schedules where there is nothing to report, the notation of 36 “None” or “N/A” should be inserted. 37 (2) A minimum of five (5) references of related work must be provided. 38 (3) Submission of an equipment schedule which indicates equipment under 39 the control of the Contractor and which is related to the type of work for 40 which the Contactor is seeking prequalification. The schedule must 41 include the manufacturer, model and general common description of 42 each piece of equipment. Abbreviations or means of describing 43 equipment other than provided above will not be accepted. 44 45 3. Eligibility to Bid 46 a. The City shall be the sole judge as to a contractor’s prequalification. 47 b. The City may reject, suspend, or modify any prequalification for failure by the 48 contractor to demonstrate acceptable financial ability or performance. 49 c. The City will issue a letter as to the status of the prequalification approval. 50 00 45 11 - 3 BIDDERS PREQUALIFICATIONS Page 3 of 3 CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN: 103287 Revised April 2, 2014 d. If a contractor has a valid prequalification letter, the contractor will be eligible to bid 1 the prequalified work types until the expiration date stated in the letter. 2 3 4 5 6 7 END OF SECTION 8 9 ooas iz DAP PREQUALIFICATION STATEMENT Page 1 of 1 SECTION 00 45 12 DAP — PREQUALIFICATION STATEMENT Each Bidder is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major wark type(s) listed. In the "Major Work Type" box provide the complete major work tvpe and actual descri tion as provided by the Water Department for water and sewer and TPW for�aving, Major Wark Type Contractor/Subcontractor Company Name Prequalification Ex iration Date Roadway and Pedestrian Street Independent Utility Construction, Inc. Lighting �?3'0' 2023 The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Company Name: Independent Utility Construction, Inc. Address: 5109 Sun Valley Drive Fort Worth, TX 76119 BY: Ri�iard Wolfe / P � � ature) TITLE: President DATE: `+� 1`� - �.�� r END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION PREQUAIIFICATION STATEMENT— DEVELOPER AWARDED PROJECTS COHIX PHl 00 45 12_Prequalification Statement 2015 DAP Form Version September 1, 2015 004526- 1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page I of 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 SECTION 00 45 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it provides worker's compensation insurance coverage for all of its employees employed on City Project No.103287. Contractor further certifies that, pursuant to Texas Labor Code, Section 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with worker's compensation coverage. CONTRACTOR: Independent Utility Construction, Inc. By: ' h rd Wolfe Company (Pl ase Print) 5109 Sun Valley Drive Signature: Address ' Fort Worth, TX. 76119 Title: President City/State/Zip (Please Print) THE STATE OF TEXAS COUNTY OFTARRANT � � BEFORE ME, the undersigned authority, on this day personally appeared Richard Wolfe , known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as the act and deed of fndependent Utilitv Construction, Inc. for the purposes and consideration therein expressed and in the capacity therein stated. � IWEN LJNDER Y HqND A EAL OF OFFICE this ��� day of \i(;�/�,IM �-�; r , Zo�� /� �� � i i -_.. � �`"""''�. CHRISTINA GARCIA 1 �Z��PP� �' Notary Pubiic, State of Texas � N Ot2 ,`��. 'P= Comm. Expires 12-20-202a �� rF.oF �``: ��,,,,,,,�� Notary ID 130940785 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised Apri12, 2014 � 1/���! �Y�-�_ �� _�"�,���-, Public in and for the State'of Texas COHIX PH1 CPN:103287 005243-1 Developer Awarded Project Agreement Page l of 4 2 3 4 5 6 7 S�CTION 00 52 43 AGREEMENT THIS AGREEMENT, authorized on �i � z� Z�z I is made by and between the Developer, Forestat• USA) Real Estate Group, Inc., authorized to do business in Texas ("Developet") , and Independent Utility Construction, Inc., authorized to do business in Texas, acting by and tht•ough its duly authorized representative, ("Contractor"). 8 Developer and Contractor, in consideration of the muhial covenants hereinafter set foi�th, agree as 9 follows: 10 Ai•ticle 1. WORK 11 12 13 14 15 16 17 18 19 20 2l Contractor shall complete all Work as specified or indicated in the Contract Documents for� the Project identified herein. Article 2. PROJ�CT The project for which the Work under the Contract Documents may be the whole or only a part is generally described as follows: Cohix Ph 1 Citv Project Number: 103287 Ai•ticle 3. CONTRACT TIME 3.1 Time is of the essence. All time limits for Milestones, if any, and Final Acceptance as stated in the Conti•act Documents are of the essence to this Contract. 22 3.2 Final Acceptance. 23 The Work will be conlplete for Final Acceptance within { 25� worlcing days after the date 24 when the Contract Time commences to run as provided in Paragraph 12.04 of the Standai•d 25 City Conditions of the Construction Contt•act for Developer Awarded Projects. 26 3.3 Liquidated damages 27 28 29 30 31 32 33 34 35 36 37 Contractor recognizes that time is of the essence of this Agreement and that Developer will suffer financial loss if the Work is not completed within the tiines specified in Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of the Standai•d City Conditions of the Construction Contract for Developer Awarded Projects. The Contr•actor also recognizes the delays, eYpense and difficulties involved in proving in a legal proceeding the actual loss suffered by the Developer if the Work is not completed on time. Accordingly, instead of rec�ttiring any such proof , Contractor agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay Developer Si1: Hznzdi•ed Fiftv Dollars ($650) for each day that expires after the tiiiie specified in Paragraph 3.2 fo�• Final Acceptance until the City issues the Final Letter of Acceptance. CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SP�CIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN:103287 Revised June IG, 2016 005243-2 Developer Awarded Project Agreement Page 2 of4 38 Article 4. CONTRACT PRIC� 39 Developer agrees to pay Contractor for performance of the Work in accordance with the Contr•act 40 Documents an amount in current fimds of ONE HUNDRED SIXTEEN THOUSAND EIGHT 41 HLJNDRED FORTY EIGHT DOLLARS AND EIGHTY CENTS ($ 116,848.80 ). 42 Article 5. CONTRACT DOCUM�NTS 43 5.1 CONTENTS: 44 A. The Contract Documents which coinprise the entire agreement between Developer and 45 Contj•actor concerning the Worlc consist of the following: 46 1. This Agreement. 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 2. Attachments to this Agreement: a. Bid Form (As provided by Developer) 1) Proposal Form (DAP Version) 2) Prequalification Statement 3) State and Federal documents (project specific) b. Insurance ACORD Form(s) c. Payment Bond (DAP Version) d. Performance Bond (DAP Version) e. Maintenance Bond (DAP Version) £ Power of Attorney for the Bonds g. Wor•ker's Compensation Affdavit h. MBE and/or SBE Commitment Form (If required) 3. Standard City General Conditions of the Construction Contract for Developer Awarded Projects. 4. Supplementary Conditions. 62 5. Specifications specifically made a part of the Contract Documents by attachment 63 or, if not attached, as incorporated by reference and described in the Table of 64 Contents of the Project's Contract Documents. 65 6. Drawings. 66 7. Addenda. 67 68 69 70 71 72 73 74 75 8. Documentation submitted by Contractor prior to Notice of Award. 9. The following which may be delivered or issued after the Effective Date of the Agreement and, if issued, become an incorporated pat�t of the Contract Documents: a. Notice to Proceed. b. Field Orders. c. Change Orders. d. Letter of Final Acceptance. CITY OF FORT WORTH COHIX PHI STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN:103287 Revised June 16, 2016 00 52 43 - 3 Developer Awarded Project Agreement Page 3 of 4 76 Article 6. IND�MNIFICATION 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the city, its officers, servants aud 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, subcontractois, licenses or invitees under this conti•act. This indemnification provision is snecifically intended to onerate and be effective even if it is alle�ed or nroveu that all or some of the dama�es bein� sou�ht were caused, in whole or in nart, bv any act, omission or ne�li�ence of the citv. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the city in defending against such claims and causes of actions. 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the city, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the city, arising out of, or alleged to arise out of, the work and services to be performed by the contractor, its officers, agents, employees, subcontractors, licensees or invitees under this contract. This indemniiication provision is snecificallv inteuded to onerate and be effective eveu if it is alle�ed or proven that all or some of the dama�es bein� sou�ht were caused, in whole or in nart, bv anv act, omission or ne�li�ence of the city. Article 7. MISCELLANEOUS 98 7.1 Terms. 99 Terms used in this Agreement are defined in At�ticle 1 of the Standard City Conditions of 100 the Construction Contract for Developer Awarded Pr•ojects. 101 7.2 Assigmnent of Contract. 102 This Agreement, including all of the Contract Documents may not be assigned by the 103 Contractor without the advanced express written consent of the Developer. 104 7.3 Successors and Assigns. 105 Developer and Contractor each binds itself, its partners, successors, assigns and legal 106 representatives to the other party hereto, in respect to all covenants, agreements and 107 obligations contained in the Contract Documents. 108 7.4 Severability. 109 Any provision or part of the Contract Documents held to be unconstitutional, void or 110 linenforceable by a court of competent jm•isdiction shall be deemed stricken, and all 111 remaining provisions shall continue to be valid and binding upon DEVELOPER and 112 CONTRACTOR. 113 7.5 Governing Law and Vemie. 114 This Agreement, inchiding all of the Contract Documents is performable in the State of 115 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 116 Northet•n District of Texas, Fort Worth Division. CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN:103287 Revised June 16, 2016 0o s2 a3 - a Developer A�varded Project Agreement Page 4 of 4 117 118 7.6 Authority to Sign. 1 t9 Contractor shall attach evidence of authority to sign Agi•eement, if other than duly 120 authorized signatory of the Contractor. 121 122 123 124 125 126 IN WIT'NESS WHEREOF, Developer and Contractor have executed this Agreement in multiple counterparts. This Agreement is effective as of the last date signed by the Pai�ties ("Effective Date"). Contractor: Inde e ent Utili Construction c. _ / B (Signature) Richard Wolfe (Printed Name) Title: President Company Name: Independent Utility Construction, Inc. Address: 5109 Sun Vallev Drive City/State/Zip: Fort Worth, TX 76119 I � - 1 <'' � � �( Da e 127 ``�����iniu�r���� ���.��CpNSTR '�i . � ........, � � � r .�` ��.••'�,p r�R °°•. °�'�.� = .�,'� � p '9�' 2 � - : `w��SEAL`�.�� +�'' :oti ��:, ;a:o: .�� o�.� .���� r 9 7 g•., y`� �j� �jj/� +... r... 4� `�� ,������i�tr I1 � �5 ��`�r``` Developer: _ Forestar (USA) Real Estate Group, Inc. B (Signature ��,,� L�Zs�s (Printed Name) Title: �C� �irs��� Company name: Forestar (USA) Real Estate Group, Inc. Address: 2221 E. Lamar Blvd., Suite 790 City/State/Zip: Arlington, TX 76006 I ZyTi�Z � Date CITY OF FORT WORTH COHIX PHI STANDARD CONSTRUCTION SPEC[FICATION DOCUMENTS — DGVELOPER AWARDED PROJECTS CPN: I03287 Revised Jwie I6, 2016 21December21st 21December21st 21stDecember21 December21st21 21stDecember21 0062 19-2 ��IAIN'1�[NANCG I30ND Paec 2 0l 3 Bond No. 170884G 1 2 3 4 5 6 7 8 9 10 11 12 13 ]4 IS 16 17 18 19 20 21 22 23 WHEI2�AS, Principal binds itself to repair or reconstruct the Worl< in whole or in part upon receiving notice from the Developer and/oe City of the need thereof at any time �vithin the Maintenance Period. NOW TH�RErOR�, 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; oti�erwise to remain in full force and effect. PROVIDED, HOWEVER, if Principal shall fail so to repaii• or reconstruct any tiinely noticed defective Wor]<, 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 sllall ]ie in Tarrant County, Texas or the United States District Cou►•t 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. C1TY OF I'ORT WOR7l1 STANDARD CITY COND]"I�IONS — DLVLLOPLR nWARULD PROJ[iC1'S Revised .lanua�y 3 I , 2012 Cohix Ph I City Project No. 103287 21December21st IMPORTANT NOTICE To obtain information or make a complaint: You may call Westfield Insurance Company's andlor Ohio Farmers Insurance Company's toll-free telephone number for information or to make a complaint at: 1-800-368-3597 You may also write to Wesffield Insurance Company and/or Ohio Farmers Insurance Company at: 555 Republic Drive, Suite 450 Plano, Texas 75074-8848 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 1-800-252-3439 You may write the Texas Department of I nsurance: P. O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: http://www.tdi.state.tx.us E-mail: ConsumerProtection(a�tdi.state tx us PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact the agent or Westfield Insurance Company and/ar Ohio Farmers Insurance Comapny first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. AVISO IMPORTANTE Para obtener informacion o para someter una queja: Usted puede Ilamar al numero de telefono gratis de Westfield Insurance Company's / Ohio Farmers Insurance Company's para informacion o para someter una queja al: 1-800-368-3597 Usted tambien puede escribir a Westfield Insurance Company / Ohio Farmers Insurance Company: 555 Republic Drive, Suite 450 Plano, Texas 75074-8848 Puede comunicarse con el Departamento de Seguros de Texas para obtener informacion acerca de companias, coberturas, derechos o quejas al: 1-800-252-3439 Puede escribir al Departamento de Seguros de Texas: P. O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: http://www.tdi.state.tx.us E-mail: ConsumerProtection(a�tdi.state.tx us DISPUTAS SOBRE PRIMAS O RECLAMOS: Si tiene una disputa concerniente a su prima o a un reclamo, debe comunicarse con el agente o Westfield Insurance Company / Ohio Farmers lnsurance Company primero. Si no se resuelve la disputa, puede entonces comunicarse con el departamento (TDI). UNA ESTE AVISO A SU POLIZA: Este aviso es solo para proposito de informacion y no se convierte en parte o condicion del documento adjunto. THIS POWER OF AT7 ORNEY SUPERCEDES ANY PREVIOUS POWER BEARINc� 1 F115 SAMt POWER j# AND ISSUED PRIOR TO 04/20/11, FOR ANY PERSON OR PERSONS NAMED BELOW_ General Power of Attorney CERTIFIED COPY POWER NO. 4220052 06 Westfieid Insurance Co. Westfield National Insurance Co. Ohio Farmers Insurance Co. Westfield Center, Ohio Know All Men by rhese Presents, That WFSTFIELD INSURANCE COMPANY, WESTFIELD NATIONA� INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, corporations, hereinafter referred to individually as a"Company" and collectively as "Companies," duly organized and existing under the laws of the State of Ohio, and having its pr(�hcipal office in Westfieid Center, Medina County, Ohio, do by these presents make, constitute and appoint CHARLES D. SWEENEY, MICHAEL A. SWEENEY, KYLE W. SWEENEY, ELiZABETH GRAY, JOINT�Y OR SEVERALLY of FORT WORTH and State of TX its true and lawfui Attorney(s)-in-Fact, with full power and authority hereby conferred in its name, place and stead, to execute, acknowledge and deliver any and all bo�ds, recognizances, undertakings, or other instrurnents or contracts of su�etyship- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LIMITATION: TliIS POWER OF ATTORNEY CANNOT 6E USED TO EXECUTE NOTE GUARANTEE, MORTGAGE D[FICIENCY, MORTGAGE GUARANTEE, OR BANK DEPOSITORY BONDS. and to bind a�y of the Companies thereby as fuliy and to the same extent as if such bonds were signed by the President, sealed with the corporate seaf of the applicable Company and duly attested by its Secretary, hereby ratifying and confirming a(I that the said Attorney(s)-in-Fact may do in the .premises. Said appointment is made under and by authority of the following resolution atlopted by the Board of Directors of each oF the WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY: "Be It Resolved, that the President, any Senior Executive, any Secretary or any Fidelity & Surety Operations Executive or other Executive shall be and is hereby vested with full power and authority to appoint any one or more suitable persons as Attorney(s)-in-Fact to represent and act for and on behalf of the Company subject to the following provisions: The Attorney-rn-Fact. may be gfven full power and authority for and in the name of and on behaif of the Company, to execute, acknowledge and deliver, any and all bonds, recognizances, contracts, agreements of indemnity and other conditionai or obligatory undertakings and any and all notices and documents canceling or terminating [he Company's liability thereunder, and any such instruments so executed by any such Attorney-fn-Fact shail be as binding upon the Company as if signed by the President and seafed and attested by the Corporate Secretary." "8e it Further Resolved, that the signature of any such designated person and the seal of the Company heretofore or hereafter affixed to any power of attorney or any certificate relating thereto by facsimile, and any power of attorney or certificate bearing facsimile signatures or Facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaki�g to which it is attached." (Each adopted at a meeting held on February 8, 2000). ln Witness Whereof, WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY have caused these presents to be signed by their Senior Executive and their corporate seals to be hereto affixed this 20th day of APRII A.D., 2011 . Corporate +.•a y� fa,, Seals �r \ ? :��pF•., Affixed v `� .A. ~ : �y� ��:' a _ �� ��� ro ��k'�.�. ��� Y�� State of Ohio -"•""' County of Medina ss.: ` O`,P.� �O N AL •�jVSG� i ;ui,i •y : � "� SEAL �Z � =�� •�o; ..* . � s:. 1�48 ? ' •- - ' • WESTFIELD INSURANCE COMPANY WESTFIELD NATIONAL INSURRNCE COMPANY OHIO FARMERS INSURANCE COtvlPANY � � . By: Richard L. Kinnaird, Jr., Nationa! Surety Leader and Senior Executive On this 20th day of APRIL A.D., 2011 , before me personally came Richard L. Kinnaird, JY. to me known, who, being by me duly sworn, did depose and say, that he resides in Medina, Ohio; that he is Senior Exectftive of WESTFIELD INSURANCE COMPANY, WESTFIELD NATlONAL INSURANCE COMPANY and OHIO FARMERS lNSURANCE COMPANY, the companies described in and which executed the above instrument; that he knows the seals of said Companies; that the seais affixed to said instrument are such corporate seais; that they were so affixed by order of the Boards of Directors of said Companies; and that he signed his name thereto by like order. Notarial �N,,,,,,,,,,� Seal `'���1 A � " % „ ' Affixed ,�P\\", J//%•.'fl Z t�'�,!'. �. • �Iliam J. Kahelin, A rney at Law, Notary Public State of Ohio `-: � a�� p My Commission Does Not Expire (Sec. 147.03 Ohio Revised Code� Cou�ty of Medina ss.: ,t. , qT�oF� I, Frank A.. Carrino, Secretary of WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney, executed by said Companies, which is stili in full force and effect; and furthermore, the resolutions oF the Boards of pirectors, set out in the Power of Attorney are in full force and effed. In Wrtness Whereof, I have hereunto set my hand and affixed the seals of said Go:iipani�s at V�/estfield Center, Ohio, this day of a n ��,0- \f,sy��Y7�C'�t�o ; i y�µ1�, aJJ�.4A'�A� �A � ��"'••�. ��...����!� : O`;���(�N�1�'�NSG�: c�• - ; W: Cr J�T :7 "; LL. JLIIL '(l _�; ;m_ : cn ; . :�il•. 'n: ;.7,� •'o, ..k.. *,.1848: � � � i /'�'a ��� seere:ary Frank A. Carrina, Se��2ta�y BPOAC2 (cornbined) (06-02) CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects CPN: 103287 Revised December 20, 2012 STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects CPN: 103287 Revised December 20, 2012 STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS TABLE OF CONTENTS Page Article 1 – Definitions and Terminology 1 1.1 Defined Terms ............................................................................................................................... 1 1.2 Terminology .................................................................................................................................. 5 Article 2 – Preliminary Matters 6 2.1 Before Starting Construction ........................................................................................................ 6 2.2 Preconstruction Conference .......................................................................................................... 6 2.3 Public Meeting .............................................................................................................................. 6 Article 3 – Contract Documents and Amending 6 3.1 Reference Standards ...................................................................................................................... 6 3.2 Amending and Supplementing Contract Documents ................................................................... 6 Article 4 – Bonds and Insurance 7 4.1 Licensed Sureties and Insurers ...................................................................................................... 7 4.2 Performance, Payment, and Maintenance Bonds ......................................................................... 7 4.3 Certificates of Insurance ............................................................................................................... 7 4.4 Contractor’s Insurance .................................................................................................................. 9 4.5 Acceptance of Bonds and Insurance; Option to Replace ........................................................... 12 Article 5 – Contractor’s Responsibilities 12 5.1 Supervision and Superintendent ................................................................................................. 12 5.2 Labor; Working Hours ................................................................................................................ 13 5.3 Services, Materials, and Equipment ........................................................................................... 13 5.4 Project Schedule .......................................................................................................................... 14 5.5 Substitutes and “Or-Equals” ....................................................................................................... 14 5.6 Pre-Qualification of Bidders (Prime Contractors and Subcontractors) ...................................... 16 5.7 Concerning Subcontractors, Suppliers, and Others .................................................................... 16 5.8 Wage Rates .................................................................................................................................. 18 5.9 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 COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects CPN: 103287 Revised December 20, 2012 5.18 Indemnification ........................................................................................................................... 24 5.19 Delegation of Professional Design Services ............................................................................... 24 5.20 Right to Audit: ............................................................................................................................. 25 5.21 Nondiscrimination. ...................................................................................................................... 25 Article 6 – Other Work at the Site ................................................................................................................... 26 6.01 Related Work at Site ................................................................................................................... 26 Article 7 – City’s Responsibilities. .................................................................................................................. 26 7.1 Inspections, Tests, and Approvals ............................................................................................... 26 7.2 Limitations on City’s Responsibilities ........................................................................................ 26 7.3 Compliance with Safety Program ............................................................................................... 27 Article 8 – City’s Observation Status During Construction ............................................................................ 27 8.1 City’s Project Representative ...................................................................................................... 27 8.2 Authorized Variations in Work ................................................................................................... 27 8.3 Rejecting Defective Work ........................................................................................................... 27 8.4 Determinations for Work Performed .......................................................................................... 28 Article 9 – Changes in the Work ..................................................................................................................... 28 9.1 Authorized Changes in the Work ................................................................................................ 28 9.2 Notification to Surety .................................................................................................................. 28 Article 10 – Change of Contract Price; Change of Contract Time ................................................................. 28 10.1 Change of Contract Price ............................................................................................................ 28 10.2 Change of Contract Time ............................................................................................................ 28 10.3 Delays .......................................................................................................................................... 28 Article 11 – Tests and Inspections; Correction, Removal or Acceptance of Defective Work ....................... 29 11.1 Notice of Defects ......................................................................................................................... 29 11.2 Access to Work ........................................................................................................................... 29 11.3 Tests and Inspections .................................................................................................................. 29 11.4 Uncovering Work ........................................................................................................................ 30 11.5 City May Stop the Work ............................................................................................................. 30 11.6 Correction or Removal of Defective Work ................................................................................ 30 11.7 Correction Period ........................................................................................................................ 30 11.8 City May Correct Defective Work .............................................................................................. 31 Article 12 – Completion .................................................................................................................................. 32 12.1 Contractor’s Warranty of Title .................................................................................................... 32 12.2 Partial Utilization ........................................................................................................................ 32 12.3 Final Inspection ........................................................................................................................... 32 12.4 Final Acceptance ......................................................................................................................... 33 Article 13 – Suspension of Work ..................................................................................................................... 33 13.01 City May Suspend Work ............................................................................................................. 33 CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects CPN: 103287 Revised December 20, 2012 Article 14 – Miscellaneous .............................................................................................................................. 34 14.1 Giving Notice .............................................................................................................................. 34 14.2 Computation of Times ................................................................................................................ 34 14.3 Cumulative Remedies ................................................................................................................. 34 14.4 Survival of Obligations ............................................................................................................... 35 14.5 Headings ...................................................................................................................................... 35 CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects CPN: 103287 Revised December 20, 2012 00 73 10- 1 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 1 of 35 ARTICLE 1 – DEFINITIONS AND TERMINOLOGY 1.1 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—Theentire 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 COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects CPN: 103287 Revised December 20, 2012 00 73 10- 2 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 2 of 35 b. Attachments to the Agreement i. Bid Form ii. Vendor Compliance with State Law Non-Resident Bidder iii. Prequalification Statement c. Current Prevailing Wage Rates Table (if required by City) d. Insurance Accord Form e. Payment Bond f. Performance Bond g. Maintenance Bond h. Power of Attorney for Bonds i. Workers Compensation Affidavit j. MWBE Commitment Form( If required by City) k. General Conditions l. Supplementary Conditions m. The Standard City Conditions n. Specifications specifically made part of the Contract Documents by attachment, if not attached, as incorporated by reference and described in the Table of Contents of the Project’s Contract Documents o. Drawings p. Documentation submitted by contractor prior to Notice of Award. q. The following which may be delivered or issued after the effective date if the Agreement and, if issued become an incorporated part of the Contract Documents i. Notice to Proceed ii. Field Orders iii. Change Orders iv. Letters of Final Acceptance r. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 10. Contractor—The individual or entity with whom Developer has entered into the Agreement. 11. Day or day – A day, unless otherwise defined, shall mean a Calendar Day. 12. Developer – An individual or entity that desires to make certain improvements within the City of Fort Worth 13. Drawings—That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 14. Engineer—The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the Developer. 15. Final Acceptance – The written notice given by the City to the Developer and/or Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects CPN: 103287 Revised December 20, 2012 00 73 10- 3 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 3 of 35 16. Final Inspection – Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 17. General Requirements—A part of the Contract Documents between the Developer and a Contractor. 18. Laws and Regulations—Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 19. Liens—Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 20. Milestone—A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 21. Non-Participating Change Order—A document, which is prepared for and reviewed by the City, which is signed by Contractor, and Developer, and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of 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 COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects CPN: 103287 Revised December 20, 2012 00 73 10- 4 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 4 of 35 30. Schedule of Submittals—A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 31. Site—Lands or areas indicated in the Contract Documents as being furnished by City or Developer upon which the Work is to be performed, including rights-of-way, permits, and easements for access thereto, and such other lands furnished by City or Developer which are designated for the use of Contractor. 32. Specifications—That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 33. Standard City Conditions – That part of the Contract Documents setting forth requirements of the City. 34. Subcontractor—An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. 35. Submittals—All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 36. Superintendent – The representative of the Contractor who is available at all times and able to receive instructions from the City and/or Developer and to act for the Contractor. 37. Supplementary Conditions—That part of the Contract Documents which amends or supplements the General Conditions. 38. Supplier—A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 39. Underground Facilities—All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 40. Weekend Working Hours – Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects CPN: 103287 Revised December 20, 2012 00 73 10- 5 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 5 of 35 41. Work—The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Participating Change Order, Non-Participating Change Order, or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 42. Working Day – A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.2 Terminology A. The words and terms discussed in Paragraph 1.02.B through D are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Defective: 1. The word “defective,” when modifying the word “Work,” refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to City’s written acceptance. C. Furnish, Install, Perform, Provide: 1. The word “Furnish” or the word “Install” or the word “Perform” or the word “Provide” or the word “Supply,” or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. D. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects CPN: 103287 Revised December 20, 2012 00 73 10- 6 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 6 of 35 ARTICLE 2 – PRELIMINARY MATTERS 2.1 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. 2.2 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.3 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 3.1 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. 3.2 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 COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects CPN: 103287 Revised December 20, 2012 00 73 10- 7 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 7 of 35 1. City’s or Engineer’s review of a Submittal (subject to the provisions of Paragraph 5.16.C); or 2. City’s written interpretation or clarification. ARTICLE 4 – BONDS AND INSURANCE 4.1 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. 4.2 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. 4.3 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 COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects CPN: 103287 Revised December 20, 2012 00 73 10- 8 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 8 of 35 1. The certificate of insurance shall document the City, an as “Additional Insured” on all liability policies. 2. The Contractor’s general liability insurance shall include a, “per project” or “per location”, endorsement, which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property & Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers’ compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required, written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in these Standard City Conditions. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor’s obligation to maintain such lines of insurance coverage. 6. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. 7. Unless otherwise stated, all required insurance shall be written on the “occurrence basis”. If coverage is underwritten on a claims-made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims-made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 8. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 9. Any self-insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects CPN: 103287 Revised December 20, 2012 00 73 10- 9 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 9 of 35 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. 10. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a first-dollar basis, must be acceptable to and approved by the City. 11. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage’s and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 12. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either party or the underwriter on any such policies. 13. City shall not be responsible for the direct payment of insurance premium costs for Contractor’s insurance. 4.4 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 COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects CPN: 103287 Revised December 20, 2012 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 COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects CPN: 103287 Revised December 20, 2012 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: Enter limits provided by Railroad Company (If none, write none) b. Each Occurrence: : 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 COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects CPN: 103287 Revised December 20, 2012 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. 4.5 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 5.1 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 COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects CPN: 103287 Revised December 20, 2012 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. 5.2 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. 5.3 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 COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects CPN: 103287 Revised December 20, 2012 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. 5.4 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. 5.5 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 COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects CPN: 103287 Revised December 20, 2012 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 01 25 00 and: 1) shall certify that the proposed substitute item will: i. perform adequately the functions and achieve the results called for by the general design; ii. be similar in substance to that specified; iii. be suited to the same use as that specified; and 2) will state: i. the extent, if any, to which the use of the proposed substitute item will prejudice Contractor’s achievement of final completion on time; ii. whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; iii. whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; and 3) will identify: i. all variations of the proposed substitute item from that specified; ii. available engineering, sales, maintenance, repair, and replacement services; and CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects CPN: 103287 Revised December 20, 2012 00 73 10- 16 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 16 of 35 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City’s sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 5.05.A.2. C. City’s Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 5.05.A and 5.05.B. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No “or-equal” or substitute will be ordered, installed or utilized until City’s review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an “or-equal.” City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor’s expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City’s Cost Reimbursement: City will record City’s costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 5.05.A.2 and 5.05.B. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents. F. Contractor’s Expense: Contractor shall provide all data in support of any proposed substitute or “or-equal” at Contractor’s expense. G. Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Participating Change Order. 5.6 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 5.7 Concerning Subcontractors, Suppliers, and Others A. Minority and Women Owned Business Enterprise Compliance: CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects CPN: 103287 Revised December 20, 2012 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 COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects CPN: 103287 Revised December 20, 2012 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. 5.8 Wage Rates Required for this Contract. Not Required for this Contract. A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City’s determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 11th day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects CPN: 103287 Revised December 20, 2012 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. 5.9 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 COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects CPN: 103287 Revised December 20, 2012 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 COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects CPN: 103287 Revised December 20, 2012 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 COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects CPN: 103287 Revised December 20, 2012 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 COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects CPN: 103287 Revised December 20, 2012 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 COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects CPN: 103287 Revised December 20, 2012 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.B. The City will give notice of observed defects with reasonable promptness. 5.18 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. 5.19 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor’s responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional’s written approval when submitted to City. CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects CPN: 103287 Revised December 20, 2012 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 COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects CPN: 103287 Revised December 20, 2012 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 7.1 Inspections, Tests, and Approvals City’s responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 11.03. 7.2 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 COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects CPN: 103287 Revised December 20, 2012 00 73 10- 27 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 27 of 35 7.3 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 8.1 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. 8.2 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. 8.3 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 COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects CPN: 103287 Revised December 20, 2012 00 73 10- 28 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 28 of 35 8.4 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 9.1 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. 9.2 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 10.1 Change of Contract Price A. The Contract Price may only be changed by a Participating Change Order for projects with City participation. 10.2 Change of Contract Time A. The Contract Time may only be changed by a Participating Change Order for projects with City participation. 10.3 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 COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects CPN: 103287 Revised December 20, 2012 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 11.1 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. 11.2 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. 11.3 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 COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects CPN: 103287 Revised December 20, 2012 00 73 10- 30 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 30 of 35 3. Any amounts owed for any retest under this Section 11.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Developer/Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue a letter of Final Acceptance until the Testing Lab is Paid E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. 11.4 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. 11.5 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. 11.6 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. 11.7 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 COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects CPN: 103287 Revised December 20, 2012 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. 11.8 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 COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects CPN: 103287 Revised December 20, 2012 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 12.1 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. 12.2 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. 12.3 Final Inspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects CPN: 103287 Revised December 20, 2012 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. 12.4 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 COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects CPN: 103287 Revised December 20, 2012 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 14.1 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 14.2 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. 14.3 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 COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects CPN: 103287 Revised December 20, 2012 00 73 10- 35 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 35 of 35 14.4 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. 14.5 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. 01 11 0001 78 39 - 1 DAP SUMMARY OF WORKPROJECT RECORD DOCUMENTS Page 1 of 3 CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects CPN: 103287 Revised December 20, 2012 SECTION 01 11 00 1 SUMMARY OF WORK 2 GENERAL 3 SUMMARY 4 A. Section Includes: 5 1. Summary of Work to be performed in accordance with the Contract Documents 6 B. Deviations from this City of Fort Worth Standard Specification 7 1. None. 8 C. Related Specification Sections include, but are not necessarily limited to: 9 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 10 2. Division 1 - General Requirements 11 1.2 PRICE AND PAYMENT PROCEDURES 12 A. Measurement and Payment 13 1. Work associated with this Item is considered subsidiary to the various items bid. 14 No separate payment will be allowed for this Item. 15 1.3 REFERENCES [NOT USED] 16 1.4 ADMINISTRATIVE REQUIREMENTS 17 A. Work Covered by Contract Documents 18 1. Work is to include furnishing all labor, materials, and equipment, and performing 19 all Work necessary for this construction project as detailed in the Drawings and 20 Specifications. 21 B. Subsidiary Work 22 1. Any and all Work specifically governed by documentary requirements for the 23 project, such as conditions imposed by the Drawings or Contract Documents in 24 which no specific item for bid has been provided for in the Proposal and the item is 25 not a typical unit bid item included on the standard bid item list, then the item shall 26 be considered as a subsidiary item of Work, the cost of which shall be included in 27 the price bid in the Proposal for various bid items. 28 C. Use of Premises 29 1. Coordinate uses of premises under direction of the City. 30 2. Assume full responsibility for protection and safekeeping of materials and 31 equipment stored on the Site. 32 3. Use and occupy only portions of the public streets and alleys, or other public places 33 or other rights-of-way as provided for in the ordinances of the City, as shown in the 34 Contract Documents, or as may be specifically authorized in writing by the City. 35 a. A reasonable amount of tools, materials, and equipment for construction 36 purposes may be stored in such space, but no more than is necessary to avoid 37 delay in the construction operations. 38 01 11 0001 78 39 - 2 DAP SUMMARY OF WORKPROJECT RECORD DOCUMENTS Page 2 of 3 CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects CPN: 103287 Revised December 20, 2012 b. Excavated and waste materials shall be stored in such a way as not to interfere 1 with the use of spaces that may be designated to be left free and unobstructed 2 and so as not to inconvenience occupants of adjacent property. 3 c. If the street is occupied by railroad tracks, the Work shall be carried on in such 4 manner as not to interfere with the operation of the railroad. 5 All Work shall be in accordance with railroad requirements set forth in Division 6 0 as well as the railroad permit. 7 D. Work within Easements 8 1. Do not enter upon private property for any purpose without having previously 9 obtained permission from the owner of such property. 10 2. Do not store equipment or material on private property unless and until the 11 specified approval of the property owner has been secured in writing by the 12 Contractor and a copy furnished to the City. 13 3. Unless specifically provided otherwise, clear all rights-of-way or easements of 14 obstructions which must be removed to make possible proper prosecution of the 15 Work as a part of the project construction operations. 16 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, 17 plants, lawns, fences, culverts, curbing, and all other types of structures or 18 improvements, to all water, sewer, and gas lines, to all conduits, overhead pole 19 lines, or appurtenances thereof, including the construction of temporary fences 20 and to all other public or private property adjacent to the Work. 21 5. Notify the proper representatives of the owners or occupants of the public or 22 private lands of interest in lands which might be affected by the Work. 23 a. Such notice shall be made at least 48 hours in advance of the beginning of 24 the Work. 25 b. Notices shall be applicable to both public and private utility companies and 26 any corporation, company, individual, or other, either as owners or 27 occupants, whose land or interest in land might be affected by the Work. 28 c. Be responsible for all damage or injury to property of any character 29 resulting from any act, omission, neglect, or misconduct in the manner or 30 method or execution of the Work, or at any time due to defective work, 31 material, or equipment. 32 6. Fence 33 a. Restore all fences encountered and removed during construction of the 34 Project to the original or a better than original condition. 35 b. Erect temporary fencing in place of the fencing removed whenever the 36 Work is not in progress and when the site is vacated overnight, and/or at all 37 times to provide site security. 38 c. The cost for all fence work within easements, including removal, temporary 39 closures and replacement, shall be subsidiary to the various items bid in the 40 project proposal, unless a bid item is specifically provided in the proposal. 41 01 11 0001 78 39 - 3 DAP SUMMARY OF WORKPROJECT RECORD DOCUMENTS Page 3 of 3 CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects CPN: 103287 Revised December 20, 2012 1.5 SUBMITTALS [NOT USED] 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.9 QUALITY ASSURANCE [NOT USED] 5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6 1.11 FIELD [SITE] CONDITIONS [NOT USED] 7 1.12 WARRANTY [NOT USED] 8 PART 2 - PRODUCTS [NOT USED] 9 PART 3 - EXECUTION [NOT USED] 10 END OF SECTION 11 12 Revision Log DATE NAME SUMMARY OF CHANGE 13 01 31 01 78 3919 - 1 DAP PRECONSTRUCTION MEETING PROJECT RECORD DOCUMENTS Page 1 of 3 CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 103287 Revised August 30, 2013 SECTION 01 31 19 1 PRECONSTRUCTION MEETING 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. Provisions for the preconstruction meeting to be held prior to the start of Work to 6 clarify construction contract administration procedures 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. No construction schedule required unless requested by the City. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 – General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Coordination 19 1. Attend preconstruction meeting. 20 2. Representatives of Contractor, subcontractors and suppliers attending meetings 21 shall be qualified and authorized to act on behalf of the entity each represents. 22 3. Meeting administered by City may be tape recorded. 23 a. If recorded, tapes will be used to prepare minutes and retained by City for 24 future reference. 25 B. Preconstruction Meeting 26 1. A preconstruction meeting will be held within 14 days after the delivery of the 27 distribution package to the City. 28 The meeting will be scheduled and administered by the City. 29 2. The Project Representative will preside at the meeting, prepare the notes of the 30 meeting and distribute copies of same to all participants who so request by fully 31 completing the attendance form to be circulated at the beginning of the meeting. 32 3. Attendance shall include: 33 a. Developer and Consultant 34 b. Contractor's project manager 35 c. Contractor's superintendent 36 d. Any subcontractor or supplier representatives whom the Contractor may 37 desire to invite or the City may request 38 01 31 01 78 3919 - 2 DAP PRECONSTRUCTION MEETING PROJECT RECORD DOCUMENTS Page 2 of 3 CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 103287 Revised August 30, 2013 1 e. Other City representatives 2 f. Others as appropriate 3 4. Preliminary Agenda may include: 4 a. Introduction of Project Personnel 5 b. General Description of Project 6 c. Status of right-of-way, utility clearances, easements or other pertinent permits 7 d. Contractor’s work plan and schedule 8 e. Contract Time 9 f. Notice to Proceed 10 g. Construction Staking 11 h. Progress Payments 12 i. Extra Work and Change Order Procedures 13 j. Field Orders 14 k. Disposal Site Letter for Waste Material 15 l. Insurance Renewals 16 m. Payroll Certification 17 n. Material Certifications and Quality Control Testing 18 o. Public Safety and Convenience 19 p. Documentation of Pre-Construction Conditions 20 q. Weekend Work Notification 21 r. Legal Holidays 22 s. Trench Safety Plans 23 t. Confined Space Entry Standards 24 u. Coordination with the City’s representative for operations of existing water 25 systems 26 v. Storm Water Pollution Prevention Plan 27 w. Coordination with other Contractors 28 x. Early Warning System 29 y. Contractor Evaluation 30 z. Special Conditions applicable to the project 31 aa. Damages Claims 32 bb. Submittal Procedures 33 cc. Substitution Procedures 34 dd. Correspondence Routing 35 ee. Record Drawings 36 ff. Temporary construction facilities 37 gg. MBE/SBE procedures 38 hh. Final Acceptance 39 ii. Final Payment 40 jj. Questions or Comments 41 01 31 01 78 3919 - 3 DAP PRECONSTRUCTION MEETING PROJECT RECORD DOCUMENTS Page 3 of 3 CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 103287 Revised August 30, 2013 1.5 SUBMITTALS [NOT USED] 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.9 QUALITY ASSURANCE [NOT USED] 5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6 1.11 FIELD [SITE] CONDITIONS [NOT USED] 7 1.12 WARRANTY [NOT USED] 8 PART 2 - PRODUCTS [NOT USED] 9 PART 3 - EXECUTION [NOT USED] 10 END OF SECTION 11 12 Revision Log DATE NAME SUMMARY OF CHANGE 13 01 33 0001 78 39 - 1 DAP SUBMITTALSPROJECT RECORD DOCUMENTS Page 1 of 8 CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 103287 Revised August 30, 2013 SECTION 01 33 00 1 DAP SUBMITTALS 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. General methods and requirements of submissions applicable to the following Work-6 related submittals: 7 a. Shop Drawings 8 b. Product Data (including Standard Product List submittals) 9 c. Samples 10 d. Mock Ups 11 B. Deviations from this City of Fort Worth Standard Specification 12 1. None. 13 C. Related Specification Sections include, but are not necessarily limited to: 14 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 15 2. Division 1 – General Requirements 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various items bid. No 19 separate payment will be allowed for this Item. 20 1.3 REFERENCES [NOT USED] 21 1.4 ADMINISTRATIVE REQUIREMENTS 22 A. Coordination 23 1. Notify the City in writing, at the time of submittal, of any deviations in the submittals 24 from the requirements of the Contract Documents. 25 2. Coordination of Submittal Times 26 a. Prepare, prioritize and transmit each submittal sufficiently in advance of performing 27 the related Work or other applicable activities, or within the time specified in the 28 individual Work Sections, of the Specifications. 29 b. Contractor is responsible such that the installation will not be delayed by processing 30 times including, but not limited to: 31 a) Disapproval and resubmittal (if required) 32 b) Coordination with other submittals 33 c) Testing 34 d) Purchasing 35 e) Fabrication 36 f) Delivery 37 Similar sequenced activities 38 c. No extension of time will be authorized because of the Contractor's failure to 39 transmit submittals sufficiently in advance of the Work. 40 01 33 0001 78 39 - 2 DAP SUBMITTALSPROJECT RECORD DOCUMENTS Page 2 of 8 CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 103287 Revised August 30, 2013 d. Make submittals promptly in accordance with approved schedule, and in such 1 sequence as to cause no delay in the Work or in the work of any other contractor. 2 B. Submittal Numbering 3 1. When submitting shop drawings or samples, utilize a 9-character submittal cross-4 reference identification numbering system in the following manner: 5 a. Use the first 6 digits of the applicable Specification Section Number. 6 b. For the next 2 digits number use numbers 01-99 to sequentially number each 7 initial separate item or drawing submitted under each specific Section number. 8 c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. 9 A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical 10 submittal number would be as follows: 11 12 03 30 00-08-B 13 14 1) 03 30 00 is the Specification Section for Concrete 15 2) 08 is the eighth initial submittal under this Specification Section 16 3) B is the third submission (second resubmission) of that particular shop 17 drawing 18 C. Contractor Certification 19 1. Review shop drawings, product data and samples, including those by 20 subcontractors, prior to submission to determine and verify the following: 21 a. Field measurements 22 b. Field construction criteria 23 c. Catalog numbers and similar data 24 d. Conformance with the Contract Documents 25 2. Provide each shop drawing, sample and product data submitted by the Contractor 26 with a Certification Statement affixed including: 27 a. The Contractor's Company name 28 b. Signature of submittal reviewer 29 c. Certification Statement 30 1) “By this submittal, I hereby represent that I have determined and verified 31 field measurements, field construction criteria, materials, dimensions, 32 catalog numbers and similar data and I have checked and coordinated each 33 item with other applicable approved shop drawings." 34 D. Submittal Format 35 1. Fold shop drawings larger than 8 ½ inches x 11 inches to 8 ½ inches x 11inches. 36 2. Bind shop drawings and product data sheets together. 37 3. Order 38 a. Cover Sheet 39 1) Description of Packet 40 2) Contractor Certification 41 b. List of items / Table of Contents 42 c. Product Data /Shop Drawings/Samples /Calculations 43 E. Submittal Content 44 1. The date of submission and the dates of any previous submissions 45 01 33 0001 78 39 - 3 DAP SUBMITTALSPROJECT RECORD DOCUMENTS Page 3 of 8 CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 103287 Revised August 30, 2013 2. The Project title and number 1 3. Contractor identification 2 4. The names of: 3 a. Contractor 4 b. Supplier 5 c. Manufacturer 6 5. Identification of the product, with the Specification Section number, page and 7 paragraph(s) 8 6. Field dimensions, clearly identified as such 9 7. Relation to adjacent or critical features of the Work or materials 10 8. Applicable standards, such as ASTM or Federal Specification numbers 11 9. Identification by highlighting of deviations from Contract Documents 12 10. Identification by highlighting of revisions on resubmittals 13 11. An 8-inch x 3-inch blank space for Contractor and City stamps 14 F. Shop Drawings 15 1. As specified in individual Work Sections includes, but is not necessarily limited to: 16 a. Custom-prepared data such as fabrication and erection/installation (working) 17 drawings 18 b. Scheduled information 19 c. Setting diagrams 20 d. Actual shopwork manufacturing instructions 21 e. Custom templates 22 f. Special wiring diagrams 23 g. Coordination drawings 24 h. Individual system or equipment inspection and test reports including: 25 1) Performance curves and certifications 26 i. As applicable to the Work 27 2. Details 28 a. Relation of the various parts to the main members and lines of the structure 29 b. Where correct fabrication of the Work depends upon field measurements 30 Provide such measurements and note on the drawings prior to submitting for 31 approval. 32 G. Product Data 33 1. For submittals of product data for products included on the City’s Standard Product 34 List, clearly identify each item selected for use on the Project. 35 2. For submittals of product data for products not included on the City’s Standard 36 Product List, submittal data may include, but is not necessarily limited to: 37 a. Standard prepared data for manufactured products (sometimes referred to as 38 catalog data) 39 1) Such as the manufacturer's product specification and installation instructions 40 2) Availability of colors and patterns 41 3) Manufacturer's printed statements of compliances and applicability 42 4) Roughing-in diagrams and templates 43 5) Catalog cuts 44 01 33 0001 78 39 - 4 DAP SUBMITTALSPROJECT RECORD DOCUMENTS Page 4 of 8 CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 103287 Revised August 30, 2013 6) Product photographs 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 spare-parts 6 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 and 14 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 be 19 fabricated or installed prior to the approval or qualified approval of such item. 20 1. Fabrication performed, materials purchased or on-site construction accomplished which 21 does not conform to approved shop drawings and data is at the Contractor's risk. 22 2. The City will not be liable for any expense or delay due to corrections or remedies 23 required to accomplish conformity. 24 3. Complete project Work, materials, fabrication, and installations in conformance with 25 approved shop drawings, applicable samples, and product data. 26 J. Submittal Distribution 27 1. Electronic Distribution 28 a. Confirm development of Project directory for electronic submittals to be uploaded 29 to City’s Buzzsaw site, or another external FTP site approved by the City. 30 b. Shop Drawings 31 1) Upload submittal to designated project directory and notify appropriate City 32 representatives via email of submittal posting. 33 2) Hard Copies 34 a) 3 copies for all submittals 35 b) If Contractor requires more than 1 hard copy of Shop Drawings returned, 36 Contractor shall submit more than the number of copies listed above. 37 c. Product Data 38 1) Upload submittal to designated project directory and notify appropriate City 39 representatives via email of submittal posting. 40 2) Hard Copies 41 a) 3 copies for all submittals 42 d. Samples 43 1) Distributed to the Project Representative 44 2. Hard Copy Distribution (if required in lieu of electronic distribution) 45 46 47 01 33 0001 78 39 - 5 DAP SUBMITTALSPROJECT RECORD DOCUMENTS Page 5 of 8 CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 103287 Revised August 30, 2013 a. Shop Drawings 1 1) Distributed to the City 2 2) Copies 3 a. 8 copies for mechanical submittals 4 b. 7 copies for all other submittals 5 c. If Contractor requires more than 3 copies of Shop Drawings returned, 6 Contractor shall submit more than the number of copies listed above. 7 b. Product Data 8 1) Distributed to the City 9 2) Copies 10 a) 4 copies 11 c. Samples 12 1) Distributed to the Project Representative 13 2) Copies 14 a) Submit the number stated in the respective Specification Sections. 15 3. Distribute reproductions of approved shop drawings and copies of approved product 16 data and samples, where required, to the job site file and elsewhere as directed by 17 the City. 18 a. Provide number of copies as directed by the City but not exceeding the number 19 previously specified. 20 K. Submittal Review 21 1. The review of shop drawings, data and samples will be for general conformance with 22 the design concept and Contract Documents. This is not to be construed as: 23 a. Permitting any departure from the Contract requirements 24 b. Relieving the Contractor of responsibility for any errors, including details, 25 dimensions, and materials 26 c. Approving departures from details furnished by the City, except as otherwise 27 provided herein 28 2. The review and approval of shop drawings, samples or product data by the City does 29 not relieve the Contractor from his/her responsibility with regard to the fulfillment of 30 the terms of the Contract. 31 a. All risks of error and omission are assumed by the Contractor, and the City will 32 have no responsibility therefore. 33 3. The Contractor remains responsible for details and accuracy, for coordinating the Work 34 with all other associated work and trades, for selecting fabrication processes, for 35 techniques of assembly and for performing Work in a safe manner. 36 4. If the shop drawings, data or samples as submitted describe variations and show a 37 departure from the Contract requirements which City finds to be in the interest of the 38 City and to be so minor as not to involve a change in Contract Price or time for 39 performance, the City may return the reviewed drawings without noting an exception. 40 5. Submittals will be returned to the Contractor under 1 of the following codes: 41 a. Code 1 42 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or 43 comments on the submittal. 44 a. When returned under this code the Contractor may release the equipment 45 and/or material for manufacture. 46 b. Code 2 47 01 33 0001 78 39 - 6 DAP SUBMITTALSPROJECT RECORD DOCUMENTS Page 6 of 8 CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 103287 Revised August 30, 2013 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the 1 notations and comments IS NOT required by the Contractor. 2 a. The Contractor may release the equipment or material for manufacture; 3 however, all notations and comments must be incorporated into the final 4 product. 5 c. Code 3 6 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned 7 when notations and comments are extensive enough to require a resubmittal of 8 the package. 9 a) The Contractor may release the equipment or material for manufacture; 10 however, all notations and comments must be incorporated into the final 11 product. 12 b) This resubmittal is to address all comments, omissions and non-conforming 13 items that were noted. 14 c) Resubmittal is to be received by the City within 15 Calendar Days of the 15 date of the City's transmittal requiring the resubmittal. 16 d. Code 4 17 1) "NOT APPROVED" is assigned when the submittal does not meet the intent of 18 the Contract Documents. 19 a) The Contractor must resubmit the entire package revised to bring the 20 submittal into conformance. 21 b) It may be necessary to resubmit using a different manufacturer/vendor to 22 meet the Contract Documents. 23 6. Resubmittals 24 a. Handled in the same manner as first submittals 25 1) Corrections other than requested by the City 26 2) Marked with revision triangle or other similar method 27 a) At Contractor’s risk if not marked 28 b. Submittals for each item will be reviewed no more than twice at the City’s expense. 29 1) All subsequent reviews will be performed at times convenient to the City and at 30 the Contractor's expense, based on the City's or City Representative’s then 31 prevailing rates. 32 2) Provide Contractor reimbursement to the City within 30 Calendar Days for all 33 such fees invoiced by the City. 34 c. The need for more than 1 resubmission or any other delay in obtaining City's 35 review of submittals, will not entitle the Contractor to an extension of Contract 36 Time. 37 7. Partial Submittals 38 a. City reserves the right to not review submittals deemed partial, at the City’s 39 discretion. 40 b. Submittals deemed by the City to be not complete will be returned to the 41 Contractor, and will be considered "Not Approved" until resubmitted. 42 c. The City may at its option provide a list or mark the submittal directing the 43 Contractor to the areas that are incomplete. 44 8. If the Contractor considers any correction indicated on the shop drawings to constitute a 45 change to the Contract Documents, then written notice must be provided thereof to the 46 Developer at least 7 Calendar Days prior to release for manufacture. 47 01 33 0001 78 39 - 7 DAP SUBMITTALSPROJECT RECORD DOCUMENTS Page 7 of 8 CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 103287 Revised August 30, 2013 9. When the shop drawings have been completed to the satisfaction of the City, the 1 Contractor may carry out the construction in accordance therewith and no further 2 changes therein except upon written instructions from the City. 3 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days 4 following receipt of submittal by the City. 5 L. Mock ups 6 1. Mock Up units as specified in individual Sections, include, but are not necessarily 7 limited to, complete units of the standard of acceptance for that type of Work to be used 8 on the Project. Remove at the completion of the Work or when directed. 9 M. Qualifications 10 If specifically required in other Sections of these Specifications, submit a P.E. Certification 11 for each item required. 12 N. Request for Information (RFI) 13 1. Contractor Request for additional information 14 a. Clarification or interpretation of the contract documents 15 b. When the Contractor believes there is a conflict between Contract Documents 16 c. When the Contractor believes there is a conflict between the Drawings and 17 Specifications 18 1) Identify the conflict and request clarification 19 2. Sufficient information shall be attached to permit a written response without further 20 information. 21 22 23 24 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 31 1.11 FIELD [SITE] CONDITIONS [NOT USED] 32 1.12 WARRANTY [NOT USED] 33 01 33 0001 78 39 - 8 DAP SUBMITTALSPROJECT RECORD DOCUMENTS Page 8 of 8 CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 103287 Revised August 30, 2013 1 2 3 4 PART 2 – PRODUCTS [NOT USED] 5 PART 3 - EXECUTION [NOT USED] 6 END OF SECTION 7 8 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days 9 01 35 1301 78 39 - 1 DAP SPECIAL PROJECT PROCEDURES PROJECT RECORD DOCUMENTS Page 1 of 7 CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 103287 Revised August, 30, 2013 SECTION 01 35 13 1 SPECIAL PROJECT PROCEDURES 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. The procedures for special project circumstances that includes, but is not limited to: 6 a. Coordination with the Texas Department of Transportation 7 b. Work near High Voltage Lines 8 c. Confined Space Entry Program 9 d. Air Pollution Watch Days 10 e. Use of Explosives, Drop Weight, Etc. 11 f. Water Department Notification 12 g. Public Notification Prior to Beginning Construction 13 h. Coordination with United States Army Corps of Engineers 14 i. Coordination within Railroad permits areas 15 j. Dust Control 16 k. Employee Parking 17 B. Deviations from this City of Fort Worth Standard Specification 18 1. None. 19 C. Related Specification Sections include, but are not necessarily limited to: 20 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 21 2. Division 1 – General Requirements 22 3. Section 33 12 25 – Connection to Existing Water Mains 23 24 1.2 REFERENCES 25 A. Reference Standards 26 1. Reference standards cited in this Specification refer to the current reference standard 27 published at the time of the latest revision date logged at the end of this Specification, 28 unless a date is specifically cited. 29 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High 30 Voltage Overhead Lines. 31 3. North Central Texas Council of Governments (NCTCOG) – Clean Construction 32 Specification 33 1.3 ADMINISTRATIVE REQUIREMENTS 34 A. Coordination with the Texas Department of Transportation 35 1. When work in the right-of-way which is under the jurisdiction of the Texas Department 36 of Transportation (TxDOT): 37 a. Notify the Texas Department of Transportation prior to commencing any work 38 therein in accordance with the provisions of the permit 39 b. All work performed in the TxDOT right-of-way shall be performed in compliance 40 with and subject to approval from the Texas Department of Transportation 41 01 35 1301 78 39 - 2 DAP SPECIAL PROJECT PROCEDURES PROJECT RECORD DOCUMENTS Page 2 of 7 CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 103287 Revised August, 30, 2013 B. Work near High Voltage Lines 1 1. Regulatory Requirements 2 a. All Work near High Voltage Lines (more than 600 volts measured between 3 conductors or between a conductor and the ground) shall be in accordance with 4 Health and Safety Code, Title 9, Subtitle A, Chapter 752. 5 2. Warning sign 6 a. Provide sign of sufficient size meeting all OSHA requirements. 7 3. Equipment operating within 10 feet of high voltage lines will require the following 8 safety features 9 a. Insulating cage-type of guard about the boom or arm 10 b. Insulator links on the lift hook connections for back hoes or dippers 11 c. Equipment must meet the safety requirements as set forth by OSHA and the safety 12 requirements of the owner of the high voltage lines 13 4. Work within 6 feet of high voltage electric lines 14 a. Notification shall be given to: 15 1) The power company (example: ONCOR) 16 a) Maintain an accurate log of all such calls to power company and record 17 action taken in each case. 18 b. Coordination with power company 19 1) After notification coordinate with the power company to: 20 a) Erect temporary mechanical barriers, de-energize the lines, or raise or lower 21 the lines 22 c. No personnel may work within 6 feet of a high voltage line before the above 23 requirements have been met. 24 C. Confined Space Entry Program 25 1. Provide and follow approved Confined Space Entry Program in accordance with OSHA 26 requirements. 27 2. Confined Spaces include: 28 a. Manholes 29 b. All other confined spaces in accordance with OSHA’s Permit Required for 30 Confined Spaces 31 D. Use of Explosives, Drop Weight, Etc. 32 1. When Contract Documents permit on the project the following will apply: 33 a. Public Notification 34 1) Submit notice to City and proof of adequate insurance coverage, 24 hours prior 35 to commencing. 36 2) Minimum 24 hour public notification in accordance with Section 01 31 13 37 E. Water Department Coordination 38 39 1. During the construction of this project, it will be necessary to deactivate, for a 40 period of time, existing lines. The Contractor shall be required to coordinate with 41 the Water Department to determine the best times for deactivating and activating 42 those lines. 43 2. Coordinate any event that will require connecting to or the operation of an existing 44 City water line system with the City’s representative. 45 a. Coordination shall be in accordance with Section 33 12 25. 46 01 35 1301 78 39 - 3 DAP SPECIAL PROJECT PROCEDURES PROJECT RECORD DOCUMENTS Page 3 of 7 CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 103287 Revised August, 30, 2013 b. If needed, obtain a hydrant water meter from the Water Department for use 1 during the life of named project. 2 c. In the event that a water valve on an existing live system be turned off and 3 on to accommodate the construction of the project is required, coordinate 4 this activity through the appropriate City representative. 5 1) Do not operate water line valves of existing water system. 6 a) Failure to comply will render the Contractor in violation of Texas 7 Penal Code Title 7, Chapter 28.03 (Criminal Mischief) and the 8 Contractor will be prosecuted to the full extent of the law. 9 b) In addition, the Contractor will assume all liabilities and 10 responsibilities as a result of these actions. 11 F. Public Notification Prior to Beginning Construction 12 1. Prior to beginning construction on any block in the project, on a block by block 13 basis, prepare and deliver a notice or flyer of the pending construction to the front 14 door of each residence or business that will be impacted by construction. The notice 15 shall be prepared as follows: 16 a. Post notice or flyer 7 days prior to beginning any construction activity on each 17 block in the project area. 18 1) Prepare flyer on the Contractor’s letterhead and include the following 19 information: 20 a) Name of Project 21 b) City Project No (CPN) 22 c) Scope of Project (i.e. type of construction activity) 23 d) Actual construction duration within the block 24 e) Name of the contractor’s foreman and phone number 25 f) Name of the City’s inspector and phone number 26 g) City’s after-hours phone number 27 2) A sample of the ‘pre-construction notification’ flyer is attached as Exhibit A. 28 3) Submit schedule showing the construction start and finish time for each block 29 of the project to the inspector. 30 4) Deliver flyer to the City Inspector for review prior to distribution. 31 b. No construction will be allowed to begin on any block until the flyer is delivered to 32 all residents of the block. 33 G. Public Notification of Temporary Water Service Interruption during Construction 34 1. In the event it becomes necessary to temporarily shut down water service to 35 residents or businesses during construction, prepare and deliver a notice or flyer of 36 the pending interruption to the front door of each affected resident. 37 2. Prepared notice as follows: 38 a. The notification or flyer shall be posted 24 hours prior to the temporary 39 interruption. 40 b. Prepare flyer on the contractor’s letterhead and include the following information: 41 1) Name of the project 42 2) City Project Number 43 3) Date of the interruption of service 44 4) Period the interruption will take place 45 5) Name of the contractor’s foreman and phone number 46 6) Name of the City’s inspector and phone number 47 01 35 1301 78 39 - 4 DAP SPECIAL PROJECT PROCEDURES PROJECT RECORD DOCUMENTS Page 4 of 7 CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 103287 Revised August, 30, 2013 c. A sample of the temporary water service interruption notification is attached as 1 Exhibit B. 2 d. Deliver a copy of the temporary interruption notification to the City inspector for 3 review prior to being distributed. 4 e. No interruption of water service can occur until the flyer has been delivered to all 5 affected residents and businesses. 6 f. Electronic versions of the sample flyers can be obtained from the Project 7 Construction Inspector. 8 H. Coordination with United States Army Corps of Engineers (USACE) 9 1. At locations in the Project where construction activities occur in areas where USACE 10 permits are required, meet all requirements set forth in each designated permit. 11 I. Coordination within Railroad Permit Areas 12 1. At locations in the project where construction activities occur in areas where railroad 13 permits are required, meet all requirements set forth in each designated railroad permit. 14 This includes, but is not limited to, provisions for: 15 a. Flagmen 16 b. Inspectors 17 c. Safety training 18 d. Additional insurance 19 e. Insurance certificates 20 f. Other employees required to protect the right-of-way and property of the Railroad 21 Company from damage arising out of and/or from the construction of the project. 22 Proper utility clearance procedures shall be used in accordance with the permit 23 guidelines. 24 2. Obtain any supplemental information needed to comply with the railroad’s 25 requirements. 26 J. Dust Control 27 1. Use acceptable measures to control dust at the Site. 28 a. If water is used to control dust, capture and properly dispose of waste water. 29 b. If wet saw cutting is performed, capture and properly dispose of slurry. 30 K. Employee Parking 31 1. Provide parking for employees at locations approved by the City. 32 01 35 1301 78 39 - 5 DAP SPECIAL PROJECT PROCEDURES PROJECT RECORD DOCUMENTS Page 5 of 7 CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 103287 Revised August, 30, 2013 1.4 SUBMITTALS [NOT USED] 1 1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2 1.6 CLOSEOUT SUBMITTALS [NOT USED] 3 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.8 QUALITY ASSURANCE [NOT USED] 5 1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6 1.10 FIELD [SITE] CONDITIONS [NOT USED] 7 1.11 WARRANTY [NOT USED] 8 PART 2 - PRODUCTS [NOT USED] 9 PART 3 - EXECUTION [NOT USED] 10 END OF SECTION 11 12 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.3.B – Added requirement of compliance with Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. 13 01 35 1301 78 39 - 6 DAP SPECIAL PROJECT PROCEDURES PROJECT RECORD DOCUMENTS Page 6 of 7 CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 103287 Revised August, 30, 2013 EXHIBIT A 1 (To be printed on Contractor’s Letterhead) 2 3 4 5 Date: 6 7 CPN No.: 8 Project Name: 9 Mapsco Location: 10 Limits of Construction: 11 12 13 14 15 16 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT 17 WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR 18 PROPERTY. 19 20 CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF 21 THIS NOTICE. 22 23 IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER 24 ISSUE, PLEASE CALL: 25 26 27 Mr. <CONTRACTOR’S SUPERINTENDENT> AT <TELEPHONE NO.> 28 29 OR 30 31 Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> 32 33 AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 34 35 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL 36 37 01 35 1301 78 39 - 7 DAP SPECIAL PROJECT PROCEDURES PROJECT RECORD DOCUMENTS Page 7 of 7 CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 103287 Revised August, 30, 2013 EXHIBIT B 1 2 3 4 04 45 2301 78 39 - 1 DAP TESTING AND INSPECTION SERVICES PROJECT RECORD DOCUMENTS Page 1 of 2 CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 103287 Revised August 30, 2013 SECTION 01 45 23 1 TESTING AND INSPECTION SERVICES 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. Testing and inspection services procedures and coordination 6 B. Deviations from this City of Fort Worth Standard Specification 7 1. None. 8 C. Related Specification Sections include, but are not necessarily limited to: 9 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 10 2. Division 1 – General Requirements 11 1.2 PRICE AND PAYMENT PROCEDURES 12 A. Measurement and Payment 13 1. Work associated with this Item is considered subsidiary to the various Items bid. 14 No separate payment will be allowed for this Item. 15 a. Contractor is responsible for performing, coordinating, and payment of all 16 Quality Control testing. 17 b. City is responsible for performing and payment for first set of Quality 18 Assurance testing. 19 1) If the first Quality Assurance test performed by the City fails, the 20 Contractor is responsible for payment of subsequent Quality Assurance 21 testing until a passing test occurs. 22 a) Final acceptance will not be issued by City until all required payments 23 for testing by Contractor have been paid in full. 24 1.3 REFERENCES [NOT USED] 25 1.4 ADMINISTRATIVE REQUIREMENTS 26 A. Testing 27 1. Complete testing in accordance with the Contract Documents. 28 2. Coordination 29 a. When testing is required to be performed by the City, notify City, sufficiently 30 in advance, when testing is needed. 31 b. When testing is required to be completed by the Contractor, notify City, 32 sufficiently in advance, that testing will be performed. 33 3. Distribution of Testing Reports 34 a. Electronic Distribution 35 1) Confirm development of Project directory for electronic submittals to be 36 uploaded to City’s Buzzsaw site, or another form of distribution approved 37 by the City. 38 39 40 04 45 2301 78 39 - 2 DAP TESTING AND INSPECTION SERVICES PROJECT RECORD DOCUMENTS Page 2 of 2 CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 103287 Revised August 30, 2013 2) Upload test reports to designated project directory and notify appropriate 1 City representatives via email of submittal posting. 2 3) Hard Copies 3 a) 1 copy for all submittals submitted to the Project Representative 4 b. Hard Copy Distribution (if required in lieu of electronic distribution) 5 1) Tests performed by City 6 a) Distribute 1 hard copy to the Contractor 7 2) Tests performed by the Contractor 8 a) Distribute 3 hard copies to City’s Project Representative 9 4. Provide City’s Project Representative with trip tickets for each delivered 10 load of Concrete or Lime material including the following information: 11 a. Name of pit 12 b. Date of delivery 13 c. Material delivered 14 B. Inspection 15 1. Inspection or lack of inspection does not relieve the Contractor from obligation to 16 perform work in accordance with the Contract Documents. 17 1.5 SUBMITTALS [NOT USED] 18 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 19 1.7 CLOSEOUT SUBMITTALS [NOT USED] 20 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 21 1.9 QUALITY ASSURANCE [NOT USED] 22 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 23 1.11 FIELD [SITE] CONDITIONS [NOT USED] 24 1.12 WARRANTY [NOT USED] 25 PART 2 - PRODUCTS [NOT USED] 26 PART 3 - EXECUTION [NOT USED] 27 END OF SECTION 28 29 Revision Log DATE NAME SUMMARY OF CHANGE 30 01 50 0001 78 39 - 1 DAP TEMPORARY FACILITIES AND CONTROLSPROJECT RECORD DOCUMENTS Page 1 of 4 CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 103287 Revised JULY 1, 2011 SECTION 01 50 00 1 TEMPORARY FACILITIES AND CONTROLS 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. Provide temporary facilities and controls needed for the Work including, but not 6 necessarily limited to: 7 a. Temporary utilities 8 b. Sanitary facilities 9 c. Storage Sheds and Buildings 10 d. Dust control 11 e. Temporary fencing of the construction site 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 – General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Temporary Utilities 24 1. Obtaining Temporary Service 25 a. Make arrangements with utility service companies for temporary services. 26 b. Abide by rules and regulations of utility service companies or authorities 27 having jurisdiction. 28 c. Be responsible for utility service costs until Work is approved for Final 29 Acceptance. 30 1) Included are fuel, power, light, heat and other utility services necessary for 31 execution, completion, testing and initial operation of Work. 32 2. Water 33 a. Contractor to provide water required for and in connection with Work to be 34 performed and for specified tests of piping, equipment, devices or other use as 35 required for the completion of the Work. 36 b. Provide and maintain adequate supply of potable water for domestic 37 consumption by Contractor personnel and City’s Project Representatives. 38 c. Coordination 39 1) Contact City 1 week before water for construction is desired 40 41 01 50 0001 78 39 - 2 DAP TEMPORARY FACILITIES AND CONTROLSPROJECT RECORD DOCUMENTS Page 2 of 4 CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 103287 Revised JULY 1, 2011 d. Contractor Payment for Construction Water 1 1) Obtain construction water meter from City for payment as billed by City’s 2 established rates. 3 3. Electricity and Lighting 4 a. Provide and pay for electric powered service as required for Work, including 5 testing of Work. 6 Provide power for lighting, operation of equipment, or other use. 7 b. Electric power service includes temporary power service or generator to 8 maintain operations during scheduled shutdown. 9 4. Telephone 10 a. Provide emergency telephone service at Site for use by Contractor personnel 11 and others performing work or furnishing services at Site. 12 5. Temporary Heat and Ventilation 13 a. Provide temporary heat as necessary for protection or completion of Work. 14 b. Provide temporary heat and ventilation to assure safe working conditions. 15 B. Sanitary Facilities 16 1. Provide and maintain sanitary facilities for persons on Site. 17 a. Comply with regulations of State and local departments of health. 18 2. Enforce use of sanitary facilities by construction personnel at job site. 19 a. Enclose and anchor sanitary facilities. 20 b. No discharge will be allowed from these facilities. 21 c. Collect and store sewage and waste so as not to cause nuisance or health 22 problem. 23 d. Haul sewage and waste off-site at no less than weekly intervals and properly 24 dispose in accordance with applicable regulation. 25 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 26 4. Remove facilities at completion of Project 27 C. Storage Sheds and Buildings 28 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor 29 above ground level for materials and equipment susceptible to weather damage. 30 2. Storage of materials not susceptible to weather damage may be on blocks off 31 ground. 32 3. Store materials in a neat and orderly manner. 33 a. Place materials and equipment to permit easy access for identification, 34 inspection and inventory. 35 4. Equip building with lockable doors and lighting, and provide electrical service for 36 equipment space heaters and heating or ventilation as necessary to provide storage 37 environments acceptable to specified manufacturers. 38 5. Fill and grade site for temporary structures to provide drainage away from 39 temporary and existing buildings. 40 6. Remove building from site prior to Final Acceptance. 41 D. Temporary Fencing 42 1. Provide and maintain for the duration or construction when required in contract 43 documents 44 E. Dust Control 45 01 50 0001 78 39 - 3 DAP TEMPORARY FACILITIES AND CONTROLSPROJECT RECORD DOCUMENTS Page 3 of 4 CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 103287 Revised JULY 1, 2011 1. Contractor is responsible for maintaining dust control through the duration of the 1 project. 2 a. Contractor remains on-call at all times 3 b. Must respond in a timely manner 4 F. Temporary Protection of Construction 5 1. Contractor or subcontractors are responsible for protecting Work from damage due 6 to weather. 7 1.5 SUBMITTALS [NOT USED] 8 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 9 1.7 CLOSEOUT SUBMITTALS [NOT USED] 10 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 11 1.9 QUALITY ASSURANCE [NOT USED] 12 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 13 1.11 FIELD [SITE] CONDITIONS [NOT USED] 14 1.12 WARRANTY [NOT USED] 15 PART 2 - PRODUCTS [NOT USED] 16 PART 3 - EXECUTION [NOT USED] 17 3.1 INSTALLERS [NOT USED] 18 3.2 EXAMINATION [NOT USED] 19 3.3 PREPARATION [NOT USED] 20 3.4 INSTALLATION 21 A. Temporary Facilities 22 1. Maintain all temporary facilities for duration of construction activities as needed. 23 3.5 [REPAIR] / [RESTORATION] 24 3.6 RE-INSTALLATION 25 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 26 3.8 SYSTEM STARTUP [NOT USED] 27 3.9 ADJUSTING [NOT USED] 28 3.10 CLEANING [NOT USED] 29 3.11 CLOSEOUT ACTIVITIES 30 A. Temporary Facilities 31 32 33 34 01 50 0001 78 39 - 4 DAP TEMPORARY FACILITIES AND CONTROLSPROJECT RECORD DOCUMENTS Page 4 of 4 CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 103287 Revised JULY 1, 2011 1. Remove all temporary facilities and restore area after completion of the Work, 1 to a condition equal to or better than prior to start of Work. 2 3.12 PROTECTION [NOT USED] 3 3.13 MAINTENANCE [NOT USED] 4 3.14 ATTACHMENTS [NOT USED] 5 END OF SECTION 6 7 Revision Log DATE NAME SUMMARY OF CHANGE 8 01 55 2601 78 39 - 1 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROLPROJECT RECORD DOCUMENTS Page 1 of 3 CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN:103287 Revised July 1, 2011 SECTION 01 55 26 1 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. Administrative procedures for: 6 a. Street Use Permit 7 b. Modification of approved traffic control 8 c. Removal of Street Signs 9 B. Deviations from this City of Fort Worth Standard Specification 10 1. None. 11 C. Related Specification Sections include, but are not necessarily limited to: 12 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 13 2. Division 1 – General Requirements 14 3. Section 34 71 13 – Traffic Control 15 1.2 PRICE AND PAYMENT PROCEDURES 16 A. Measurement and Payment 17 1. Work associated with this Item is considered subsidiary to the various Items bid. 18 No separate payment will be allowed for this Item. 19 1.3 REFERENCES 20 A. Reference Standards 21 1. Reference standards cited in this specification refer to the current reference standard 22 published at the time of the latest revision date logged at the end of this 23 specification, unless a date is specifically cited. 24 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 25 1.4 ADMINISTRATIVE REQUIREMENTS 26 A. Traffic Control 27 1. General 28 a. When traffic control plans are included in the Drawings, provide Traffic 29 Control in accordance with Drawings and Section 34 71 13. 30 b. When traffic control plans are not included in the Drawings, prepare traffic 31 control plans in accordance with Section 34 71 13 and submit to City for 32 review. 33 1) Allow minimum 10 working days for review of proposed Traffic Control. 34 B. Street Use Permit 35 1. Prior to installation of Traffic Control, a City Street Use Permit is required. 36 a. To obtain Street Use Permit, submit Traffic Control Plans to City 37 Transportation and Public Works Department. 38 39 40 01 55 2601 78 39 - 2 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROLPROJECT RECORD DOCUMENTS Page 2 of 3 CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN:103287 Revised July 1, 2011 1 1) Allow a minimum of 5 working days for permit review. 2 2) Contractor’s responsibility to coordinate review of Traffic Control plans for 3 Street Use Permit, such that construction is not delayed. 4 C. Modification to Approved Traffic Control 5 1. Prior to installation traffic control: 6 a. Submit revised traffic control plans to City Department Transportation and 7 Public Works Department. 8 1) Revise Traffic Control plans in accordance with Section 34 71 13. 9 2) Allow minimum 5 working days for review of revised Traffic Control. 10 3) It is the Contractor’s responsibility to coordinate review of Traffic Control 11 plans for Street Use Permit, such that construction is not delayed. 12 D. Removal of Street Sign 13 1. If it is determined that a street sign must be removed for construction, then contact 14 City Transportation and Public Works Department, Signs and Markings Division to 15 remove the sign. 16 E. Temporary Signage 17 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting 18 requirements of the latest edition of the Texas Manual on Uniform Traffic Control 19 Devices (MUTCD). 20 2. Install temporary sign before the removal of permanent sign. 21 3. When construction is complete, to the extent that the permanent sign can be 22 reinstalled, contact the City Transportation and Public Works Department, Signs 23 and Markings Division, to reinstall the permanent sign. 24 F. Traffic Control Standards 25 1. Traffic Control Standards can be found on the City’s Buzzsaw website. 26 1.5 SUBMITTALS [NOT USED] 27 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 28 1.7 CLOSEOUT SUBMITTALS [NOT USED] 29 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 30 1.9 QUALITY ASSURANCE [NOT USED] 31 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 32 1.11 FIELD [SITE] CONDITIONS [NOT USED] 33 1.12 WARRANTY [NOT USED] 34 PART 2 - PRODUCTS [NOT USED] 35 PART 3 - EXECUTION [NOT USED] 36 END OF SECTION 37 38 01 55 2601 78 39 - 3 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROLPROJECT RECORD DOCUMENTS Page 3 of 3 CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN:103287 Revised July 1, 2011 Revision Log DATE NAME SUMMARY OF CHANGE 1 01 57 1301 78 39 - 1 DAP STORM WATER POLLUTION PREVENTION PROJECT RECORD DOCUMENTS Page 1 of 3 CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 103287 Revised July 1, 2011 SECTION 01 57 13 1 STORM WATER POLLUTION PREVENTION 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. Procedures for Storm Water Pollution Prevention Plans 6 B. Deviations from this City of Fort Worth Standard Specification 7 1. None. 8 C. Related Specification Sections include, but are not necessarily limited to: 9 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the 10 Contract 11 2. Division 1 – General Requirements 12 3. Section 31 25 00 – Erosion and Sediment Control 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Construction Activities resulting in less than 1 acre of disturbance 16 A. Work associated with this Item is considered subsidiary to the various Items 17 bid. No separate payment will be allowed for this Item. 18 2. Construction Activities resulting in greater than 1 acre of disturbance 19 Measurement and Payment shall be in accordance with Section 31 25 00. 20 1.3 REFERENCES 21 A. Abbreviations and Acronyms 22 1. Notice of Intent: NOI 23 2. Notice of Termination: NOT 24 3. Storm Water Pollution Prevention Plan: SWPPP 25 4. Texas Commission on Environmental Quality: TCEQ 26 5. Notice of Change: NOC 27 B. Reference Standards 28 1. Reference standards cited in this Specification refer to the current reference 29 standard published at the time of the latest revision date logged at the end of this 30 Specification, unless a date is specifically cited. 31 2. Integrated Storm Management (iSWM) Technical Manual for Construction 32 Controls 33 1.4 ADMINISTRATIVE REQUIREMENTS 34 A. General 35 1. Contractor is responsible for resolution and payment of any fines issued associated 36 with compliance to Stormwater Pollution Prevention Plan. 37 38 01 57 1301 78 39 - 2 DAP STORM WATER POLLUTION PREVENTION PROJECT RECORD DOCUMENTS Page 2 of 3 CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 103287 Revised July 1, 2011 B. Construction Activities resulting in: 1 1. Less than 1 acre of disturbance 2 a. Provide erosion and sediment control in accordance with Section 31 25 00 and 3 Drawings. 4 2. 1 to less than 5 acres of disturbance 5 a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 6 Permit is required 7 b. Complete SWPPP in accordance with TCEQ requirements 8 1) TCEQ Small Construction Site Notice Required under general permit 9 TXR150000 10 a) Sign and post at job site 11 b) Prior to Preconstruction Meeting, send 1 copy to City Department of 12 Transportation and Public Works, Environmental Division, (817) 392-13 6088. 14 2) Provide erosion and sediment control in accordance with: 15 a) Section 31 25 00 16 b) The Drawings 17 c) TXR150000 General Permit 18 d) SWPPP 19 e) TCEQ requirements 20 3. 5 acres or more of Disturbance 21 a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 22 Permit is required 23 b. Complete SWPPP in accordance with TCEQ requirements 24 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee 25 a) Sign and post at job site 26 b) Send copy to City Department of Transportation and Public Works, 27 Environmental Division, (817) 392-6088. 28 2) `TCEQ Notice of Change required if making changes or updates to NOI 29 3) Provide erosion and sediment control in accordance with: 30 a) Section 31 25 00 31 b) The Drawings 32 c) TXR150000 General Permit 33 d) SWPPP 34 e) TCEQ requirements 35 4) Once the project has been completed and all the closeout requirements of 36 TCEQ have been met a TCEQ Notice of Termination can be submitted. 37 a) Send copy to City Department of Transportation and Public Works, 38 Environmental Division, (817) 392-6088. 39 1.5 SUBMITTALS 40 A. SWPPP 41 1. Submit in accordance with Section 01 33 00, except as stated herein. 42 a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City 43 as follows: 44 1) 1 copy to the City Project Manager 45 a) City Project Manager will forward to the City Department of 46 Transportation and Public Works, Environmental Division for review 47 48 01 57 1301 78 39 - 3 DAP STORM WATER POLLUTION PREVENTION PROJECT RECORD DOCUMENTS Page 3 of 3 CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 103287 Revised July 1, 2011 B. Modified SWPPP 1 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City 2 in accordance with Section 01 33 00. 3 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 4 1.7 CLOSEOUT SUBMITTALS [NOT USED] 5 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 6 1.9 QUALITY ASSURANCE [NOT USED] 7 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 8 1.11 FIELD [SITE] CONDITIONS [NOT USED] 9 1.12 WARRANTY [NOT USED] 10 PART 2 - -PRODUCTS [NOT USED] 11 PART 3 - EXECUTION [NOT USED] 12 END OF SECTION 13 14 Revision Log DATE NAME SUMMARY OF CHANGE 15 01 60 0001 78 39 - 1 DAP PRODUCT REQUIREMENTS PROJECT RECORD DOCUMENTS Page 1 of 2 CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 103287 Revised March 20, 2020 SECTION 01 60 00 1 PRODUCT REQUIREMENTS 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. References for Product Requirements and City Standard Products List 6 B. Deviations from this City of Fort Worth Standard Specification 7 1. None. 8 C. Related Specification Sections include, but are not necessarily limited to: 9 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 10 2. Division 1 – General Requirements 11 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 12 1.3 REFERENCES [NOT USED] 13 1.4 ADMINISTRATIVE REQUIREMENTS 14 A list of City approved products for use is available through the City’s website at: 15 https://apps.fortworthtexas.gov/ProjectResources/ and following the directory path: 16 02 – Construction Documents\Standard Product List 17 A. Only products specifically included on City’s Standard Product List in these Contract 18 Documents shall be allowed for use on the Project. 19 1. Any subsequently approved products will only be allowed for use upon specific 20 approval by the City. 21 B. Any specific product requirements in the Contract Documents supersede similar 22 products included on the City’s Standard Product List. 23 1. The City reserves the right to not allow products to be used for certain projects 24 even though the product is listed on the City’s Standard Product List. 25 C. Although a specific product is included on City’s Standard Product List, not all 26 products from that manufacturer are approved for use, including but not limited to, that 27 manufacturer’s standard product. 28 D. See Section 01 33 00 for submittal requirements of Product Data included on City’s 29 Standard Product List. 30 1.5 SUBMITTALS [NOT USED] 31 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 32 1.7 CLOSEOUT SUBMITTALS [NOT USED] 33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 34 1.9 QUALITY ASSURANCE [NOT USED] 35 36 01 60 0001 78 39 - 2 DAP PRODUCT REQUIREMENTS PROJECT RECORD DOCUMENTS Page 2 of 2 CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 103287 Revised March 20, 2020 1 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2 - PRODUCTS [NOT USED] 5 PART 3 - EXECUTION [NOT USED] 6 END OF SECTION 7 8 Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D. Johnson Modified Location of City’s Standard Product List 4/7/2014 M.Domenech Revised for DAP application 03/20/20 D.V. Magaña Removed reference to Buzzsaw and noted that the City approved product list is accessible through the City’s website. 9 01 66 00 - 1 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 103287 Revised April 7, 2014 SECTION 01 66 00 1 PRODUCT STORAGE AND HANDLING REQUIREMENTS 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. Scheduling of product delivery 6 2. Packaging of products for delivery 7 3. Protection of products against damage from: 8 a. Handling 9 b. Exposure to elements or harsh environments 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 – General Requirements 15 1.2 PRICE AND PAYMENT PROCEDURES 16 A. Measurement and Payment 17 1. Work associated with this Item is considered subsidiary to the various Items bid. 18 No separate payment will be allowed for this Item. 19 1.3 REFERENCES [NOT USED] 20 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 21 1.5 SUBMITTALS [NOT USED] 22 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 23 1.7 CLOSEOUT SUBMITTALS [NOT USED] 24 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 25 1.9 QUALITY ASSURANCE [NOT USED] 26 1.10 DELIVERY AND HANDLING 27 A. Delivery Requirements 28 1. Schedule delivery of products or equipment as required to allow timely installation 29 and to avoid prolonged storage. 30 2. Provide appropriate personnel and equipment to receive deliveries. 31 3. Delivery trucks will not be permitted to wait extended periods of time on the Site 32 for personnel or equipment to receive the delivery. 33 34 35 36 01 66 00 - 2 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 103287 Revised April 7, 2014 4. Deliver products or equipment in manufacturer's original unbroken cartons or other 1 containers designed and constructed to protect the contents from physical or 2 environmental damage. 3 5. Clearly and fully mark and identify as to manufacturer, item and installation 4 location. 5 6. Provide manufacturer's instructions for storage and handling. 6 B. Handling Requirements 7 1. Handle products or equipment in accordance with these Contract Documents and 8 manufacturer’s recommendations and instructions. 9 C. Storage Requirements 10 1. Store materials in accordance with manufacturer’s recommendations and 11 requirements of these Specifications. 12 2. Make necessary provisions for safe storage of materials and equipment. 13 a. Place loose soil materials and materials to be incorporated into Work to prevent 14 damage to any part of Work or existing facilities and to maintain free access at 15 all times to all parts of Work and to utility service company installations in 16 vicinity of Work. 17 3. Keep materials and equipment neatly and compactly stored in locations that will 18 cause minimum inconvenience to other contractors, public travel, adjoining owners, 19 tenants and occupants. 20 a. Arrange storage to provide easy access for inspection. 21 4. Restrict storage to areas available on construction site for storage of material and 22 equipment as shown on Drawings, or approved by City’s Project Representative. 23 5. Provide off-site storage and protection when on-site storage is not adequate. 24 a. Provide addresses of and access to off-site storage locations for inspection by 25 City’s Project Representative. 26 6. Do not use lawns, grass plots or other private property for storage purposes without 27 written permission of owner or other person in possession or control of premises. 28 7. Store in manufacturers’ unopened containers. 29 8. Neatly, safely and compactly stack materials delivered and stored along line of 30 Work to avoid inconvenience and damage to property owners and general public 31 and maintain at least 3 feet from fire hydrant. 32 9. Keep public and private driveways and street crossings open. 33 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to 34 satisfaction of City’s Project Representative. 35 a. Total length which materials may be distributed along route of construction at 36 one time is 1,000 linear feet, unless otherwise approved in writing by City’s 37 Project Representative. 38 01 66 00 - 3 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 103287 Revised April 7, 2014 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1 1.12 WARRANTY [NOT USED] 2 PART 2 - PRODUCTS [NOT USED] 3 PART 3 - EXECUTION 4 3.1 INSTALLERS [NOT USED] 5 3.2 EXAMINATION [NOT USED] 6 3.3 PREPARATION [NOT USED] 7 3.4 ERECTION [NOT USED] 8 3.5 REPAIR / RESTORATION [NOT USED] 9 3.6 RE-INSTALLATION [NOT USED] 10 3.7 FIELD [OR] SITE QUALITY CONTROL 11 A. Tests and Inspections 12 1. Inspect all products or equipment delivered to the site prior to unloading. 13 B. Non-Conforming Work 14 1. Reject all products or equipment that are damaged, used or in any other way 15 unsatisfactory for use on the project. 16 3.8 SYSTEM STARTUP [NOT USED] 17 3.9 ADJUSTING [NOT USED] 18 3.10 CLEANING [NOT USED] 19 3.11 CLOSEOUT ACTIVITIES [NOT USED] 20 3.12 PROTECTION 21 A. Protect all products or equipment in accordance with manufacturer's written directions. 22 B. Store products or equipment in location to avoid physical damage to items while in 23 storage. 24 C. Protect equipment from exposure to elements and keep thoroughly dry if required by 25 the manufacturer. 26 3.13 MAINTENANCE [NOT USED] 27 3.14 ATTACHMENTS [NOT USED] 28 END OF SECTION 29 30 31 32 01 66 00 - 4 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 103287 Revised April 7, 2014 1 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application 2 01 74 23 - 1 DAP CLEANING Page 1 of 4 CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 103287 Revised April 7, 2014 SECTION 01 74 23 1 CLEANING 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. Intermediate and final cleaning for Work not including special cleaning of closed 6 systems specified elsewhere 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 – General Requirements 12 3. Section 32 92 13 – Hydro-Mulching, Seeding and Sodding 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various Items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Scheduling 20 1. Schedule cleaning operations so that dust and other contaminants disturbed by 21 cleaning process will not fall on newly painted surfaces. 22 2. Schedule final cleaning upon completion of Work and immediately prior to final 23 inspection. 24 1.5 SUBMITTALS [NOT USED] 25 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 26 1.7 CLOSEOUT SUBMITTALS [NOT USED] 27 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 28 1.9 QUALITY ASSURANCE [NOT USED] 29 1.10 STORAGE, AND HANDLING 30 A. Storage and Handling Requirements 31 1. Store cleaning products and cleaning wastes in containers specifically designed for 32 those materials. 33 01 74 23 - 2 DAP CLEANING Page 2 of 4 CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 103287 Revised April 7, 2014 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1 1.12 WARRANTY [NOT USED] 2 PART 2 - PRODUCTS 3 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 4 2.2 MATERIALS 5 A. Cleaning Agents 6 1. Compatible with surface being cleaned 7 2. New and uncontaminated 8 3. For manufactured surfaces 9 a. Material recommended by manufacturer 10 2.3 ACCESSORIES [NOT USED] 11 2.4 SOURCE QUALITY CONTROL [NOT USED] 12 PART 3 - EXECUTION 13 3.1 INSTALLERS [NOT USED] 14 3.2 EXAMINATION [NOT USED] 15 3.3 PREPARATION [NOT USED] 16 3.4 APPLICATION [NOT USED] 17 3.5 REPAIR / RESTORATION [NOT USED] 18 3.6 RE-INSTALLATION [NOT USED] 19 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 20 3.8 SYSTEM STARTUP [NOT USED] 21 3.9 ADJUSTING [NOT USED] 22 3.10 CLEANING 23 A. General 24 1. Prevent accumulation of wastes that create hazardous conditions. 25 2. Conduct cleaning and disposal operations to comply with laws and safety orders of 26 governing authorities. 27 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in 28 storm or sanitary drains or sewers. 29 4. Dispose of degradable debris at an approved solid waste disposal site. 30 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an 31 alternate manner approved by City and regulatory agencies. 32 33 34 35 36 01 74 23 - 3 DAP CLEANING Page 3 of 4 CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 103287 Revised April 7, 2014 6. Handle materials in a controlled manner with as few handlings as possible. 1 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with 2 this project. 3 8. Remove all signs of temporary construction and activities incidental to construction 4 of required permanent Work. 5 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to 6 have the cleaning completed at the expense of the Contractor. 7 10. Do not burn on-site. 8 B. Intermediate Cleaning during Construction 9 1. Keep Work areas clean so as not to hinder health, safety or convenience of 10 personnel in existing facility operations. 11 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 12 3. Confine construction debris daily in strategically located container(s): 13 a. Cover to prevent blowing by wind 14 b. Store debris away from construction or operational activities 15 c. Haul from site at a minimum of once per week 16 4. Vacuum clean interior areas when ready to receive finish painting. 17 a. Continue vacuum cleaning on an as-needed basis, until Final Acceptance. 18 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which 19 may become airborne or transported by flowing water during the storm. 20 C. Exterior (Site or Right of Way) Final Cleaning 21 1. Remove trash and debris containers from site. 22 a. Re-seed areas disturbed by location of trash and debris containers in accordance 23 with Section 32 92 13. 24 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object 25 that may hinder or disrupt the flow of traffic along the roadway. 26 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, 27 junction boxes and inlets. 28 4. If no longer required for maintenance of erosion facilities, and upon approval by 29 City, remove erosion control from site. 30 Clean signs, lights, signals, etc. 31 3.11 CLOSEOUT ACTIVITIES [NOT USED] 32 3.12 PROTECTION [NOT USED] 33 3.13 MAINTENANCE [NOT USED] 34 3.14 ATTACHMENTS [NOT USED] 35 36 37 38 39 40 01 74 23 - 4 DAP CLEANING Page 4 of 4 CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 103287 Revised April 7, 2014 END OF SECTION 1 2 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application 3 01 77 19 - 1 DAP CLOSEOUT REQUIREMENTS Page 1 of 3 CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 1038287 Revised April 7, 2014 SECTION 01 77 19 1 CLOSEOUT REQUIREMENTS 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. The procedure for closing out a contract 6 B. Deviations from this City of Fort Worth Standard Specification 7 1. None. 8 C. Related Specification Sections include, but are not necessarily limited to: 9 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 10 1. Division 1 – General Requirements 11 1.2 PRICE AND PAYMENT PROCEDURES 12 A. Measurement and Payment 13 1. Work associated with this Item is considered subsidiary to the various Items bid. 14 No separate payment will be allowed for this Item. 15 1.3 REFERENCES [NOT USED] 16 1.4 ADMINISTRATIVE REQUIREMENTS 17 A. Guarantees, Bonds and Affidavits 18 1. No application for final payment will be accepted until all guarantees, bonds, 19 certificates, licenses and affidavits required for Work or equipment as specified are 20 satisfactorily filed with the City. 21 B. Release of Liens or Claims 22 1. No application for final payment will be accepted until satisfactory evidence of 23 release of liens has been submitted to the City. 24 1.5 SUBMITTALS 25 A. Submit all required documentation to City’s Project Representative. 26 01 77 19 - 2 DAP CLOSEOUT REQUIREMENTS Page 2 of 3 CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 1038287 Revised April 7, 2014 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1 1.7 CLOSEOUT SUBMITTALS [NOT USED] 2 PAT 2 - PRODUCTS [NOT USED] 3 PART 3 - EXECUTION 4 3.1 INSTALLERS [NOT USED] 5 3.2 EXAMINATION [NOT USED] 6 3.3 PREPARATION [NOT USED] 7 3.4 CLOSEOUT PROCEDURE 8 A. Prior to requesting Final Inspection, submit: 9 1. Project Record Documents in accordance with Section 01 78 39 10 2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23 11 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 12 01 74 23. 13 C. Final Inspection 14 1. After final cleaning, provide notice to the City Project Representative that the Work 15 is completed. 16 a. The City will make an initial Final Inspection with the Contractor present. 17 b. Upon completion of this inspection, the City will notify the Contractor, in 18 writing within 10 business days, of any particulars in which this inspection 19 reveals that the Work is defective or incomplete. 20 2. Upon receiving written notice from the City, immediately undertake the Work 21 required to remedy deficiencies and complete the Work to the satisfaction of the 22 City. 23 3. Upon completion of Work associated with the items listed in the City's written 24 notice, inform the City, that the required Work has been completed. Upon receipt 25 of this notice, the City, in the presence of the Contractor, will make a subsequent 26 Final Inspection of the project. 27 4. Provide all special accessories required to place each item of equipment in full 28 operation. These special accessory items include, but are not limited to: 29 a. Specified spare parts 30 b. Adequate oil and grease as required for the first lubrication of the equipment 31 c. Initial fill up of all chemical tanks and fuel tanks 32 d. Light bulbs 33 e. Fuses 34 f. Vault keys 35 g. Handwheels 36 h. Other expendable items as required for initial start-up and operation of all 37 equipment 38 D. Notice of Project Completion 39 40 01 77 19 - 3 DAP CLOSEOUT REQUIREMENTS Page 3 of 3 CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 1038287 Revised April 7, 2014 1. Once the City Project Representative finds the Work subsequent to Final Inspection 1 to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). 2 E. Supporting Documentation 3 1. Coordinate with the City Project Representative to complete the following 4 additional forms: 5 a. Final Payment Request 6 b. Statement of Contract Time 7 c. Affidavit of Payment and Release of Liens 8 d. Consent of Surety to Final Payment 9 e. Pipe Report (if required) 10 f. Contractor’s Evaluation of City 11 g. Performance Evaluation of Contractor 12 F. Letter of Final Acceptance 13 1. Upon review and acceptance of Notice of Project Completion and Supporting 14 Documentation, in accordance with General Conditions, City will issue Letter of 15 Final Acceptance and release the Final Payment Request for payment. 16 3.5 REPAIR / RESTORATION [NOT USED] 17 3.6 RE-INSTALLATION [NOT USED] 18 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 19 3.8 SYSTEM STARTUP [NOT USED] 20 3.9 ADJUSTING [NOT USED] 21 3.10 CLEANING [NOT USED] 22 3.11 CLOSEOUT ACTIVITIES [NOT USED] 23 3.12 PROTECTION [NOT USED] 24 3.13 MAINTENANCE [NOT USED] 25 3.14 ATTACHMENTS [NOT USED] 26 END OF SECTION 27 28 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application 29 01 78 23 - 1 DAP OPERATION AND MAINTENANCE DATA Page 1 of 5 CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 103287 Revised April 7, 2014 SECTION 01 78 23 1 OPERATION AND MAINTENANCE DATA 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. Product data and related information appropriate for City's maintenance and 6 operation of products furnished under Contract 7 2. Such products may include, but are not limited to: 8 a. Traffic Controllers 9 b. Irrigation Controllers (to be operated by the City) 10 c. Butterfly Valves 11 B. Deviations from this City of Fort Worth Standard Specification 12 1. None. 13 C. Related Specification Sections include, but are not necessarily limited to: 14 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 15 2. Division 1 – General Requirements 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES [NOT USED] 21 1.4 ADMINISTRATIVE REQUIREMENTS 22 A. Schedule 23 1. Submit manuals in final form to the City within 30 calendar days of product 24 shipment to the project site. 25 1.5 SUBMITTALS 26 A. Submittals shall be in accordance with Section 01 33 00. All submittals shall be 27 approved by the City prior to delivery. 28 1.6 INFORMATIONAL SUBMITTALS 29 A. Submittal Form 30 1. Prepare data in form of an instructional manual for use by City personnel. 31 2. Format 32 a. Size: 8 ½ inches x 11 inches 33 b. Paper 34 1) 40 pound minimum, white, for typed pages 35 2) Holes reinforced with plastic, cloth or metal 36 c. Text: Manufacturer’s printed data, or neatly typewritten 37 38 39 01 78 23 - 2 DAP OPERATION AND MAINTENANCE DATA Page 2 of 5 CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 103287 Revised April 7, 2014 d. Drawings 1 1) Provide reinforced punched binder tab, bind in with text 2 2) Reduce larger drawings and fold to size of text pages. 3 e. Provide fly-leaf for each separate product, or each piece of operating 4 equipment. 5 1) Provide typed description of product, and major component parts of 6 equipment. 7 2) Provide indexed tabs. 8 f. Cover 9 1) Identify each volume with typed or printed title "OPERATING AND 10 MAINTENANCE INSTRUCTIONS". 11 2) List: 12 a) Title of Project 13 b) Identity of separate structure as applicable 14 c) Identity of general subject matter covered in the manual 15 3. Binders 16 a. Commercial quality 3-ring binders with durable and cleanable plastic covers 17 b. When multiple binders are used, correlate the data into related consistent 18 groupings. 19 4. If available, provide an electronic form of the O&M Manual. 20 B. Manual Content 21 1. Neatly typewritten table of contents for each volume, arranged in systematic order 22 a. Contractor, name of responsible principal, address and telephone number 23 b. A list of each product required to be included, indexed to content of the volume 24 c. List, with each product: 25 1) The name, address and telephone number of the subcontractor or installer 26 2) A list of each product required to be included, indexed to content of the 27 volume 28 3) Identify area of responsibility of each 29 4) Local source of supply for parts and replacement 30 d. Identify each product by product name and other identifying symbols as set 31 forth in Contract Documents. 32 2. Product Data 33 a. Include only those sheets which are pertinent to the specific product. 34 b. Annotate each sheet to: 35 1) Clearly identify specific product or part installed 36 2) Clearly identify data applicable to installation 37 3) Delete references to inapplicable information 38 3. Drawings 39 a. Supplement product data with drawings as necessary to clearly illustrate: 40 1) Relations of component parts of equipment and systems 41 2) Control and flow diagrams 42 b. Coordinate drawings with information in Project Record Documents to assure 43 correct illustration of completed installation. 44 c. Do not use Project Record Drawings as maintenance drawings. 45 4. Written text, as required to supplement product data for the particular installation: 46 a. Organize in consistent format under separate headings for different procedures. 47 b. Provide logical sequence of instructions of each procedure. 48 01 78 23 - 3 DAP OPERATION AND MAINTENANCE DATA Page 3 of 5 CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 103287 Revised April 7, 2014 5. Copy of each warranty, bond and service contract issued 1 a. Provide information sheet for City personnel giving: 2 1) Proper procedures in event of failure 3 2) Instances which might affect validity of warranties or bonds 4 C. Manual for Materials and Finishes 5 1. Submit 5 copies of complete manual in final form. 6 2. Content, for architectural products, applied materials and finishes: 7 a. Manufacturer's data, giving full information on products 8 1) Catalog number, size, composition 9 2) Color and texture designations 10 3) Information required for reordering special manufactured products 11 b. Instructions for care and maintenance 12 1) Manufacturer's recommendation for types of cleaning agents and methods 13 2) Cautions against cleaning agents and methods which are detrimental to 14 product 15 3) Recommended schedule for cleaning and maintenance 16 3. Content, for moisture protection and weather exposure products: 17 a. Manufacturer's data, giving full information on products 18 1) Applicable standards 19 2) Chemical composition 20 3) Details of installation 21 b. Instructions for inspection, maintenance and repair 22 D. Manual for Equipment and Systems 23 1. Submit 5 copies of complete manual in final form. 24 2. Content, for each unit of equipment and system, as appropriate: 25 a. Description of unit and component parts 26 1) Function, normal operating characteristics and limiting conditions 27 2) Performance curves, engineering data and tests 28 3) Complete nomenclature and commercial number of replaceable parts 29 b. Operating procedures 30 1) Start-up, break-in, routine and normal operating instructions 31 2) Regulation, control, stopping, shut-down and emergency instructions 32 3) Summer and winter operating instructions 33 4) Special operating instructions 34 c. Maintenance procedures 35 1) Routine operations 36 2) Guide to "trouble shooting" 37 3) Disassembly, repair and reassembly 38 4) Alignment, adjusting and checking 39 d. Servicing and lubrication schedule 40 1) List of lubricants required 41 e. Manufacturer's printed operating and maintenance instructions 42 f. Description of sequence of operation by control manufacturer 43 1) Predicted life of parts subject to wear 44 2) Items recommended to be stocked as spare parts 45 g. As installed control diagrams by controls manufacturer 46 h. Each contractor's coordination drawings 47 1) As installed color coded piping diagrams 48 01 78 23 - 4 DAP OPERATION AND MAINTENANCE DATA Page 4 of 5 CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 103287 Revised April 7, 2014 i. Charts of valve tag numbers, with location and function of each valve 1 j. List of original manufacturer's spare parts, manufacturer's current prices, and 2 recommended quantities to be maintained in storage 3 k. Other data as required under pertinent Sections of Specifications 4 3. Content, for each electric and electronic system, as appropriate: 5 a. Description of system and component parts 6 1) Function, normal operating characteristics, and limiting conditions 7 2) Performance curves, engineering data and tests 8 3) Complete nomenclature and commercial number of replaceable parts 9 b. Circuit directories of panelboards 10 1) Electrical service 11 2) Controls 12 3) Communications 13 c. As installed color coded wiring diagrams 14 d. Operating procedures 15 1) Routine and normal operating instructions 16 2) Sequences required 17 3) Special operating instructions 18 e. Maintenance procedures 19 1) Routine operations 20 2) Guide to "trouble shooting" 21 3) Disassembly, repair and reassembly 22 4) Adjustment and checking 23 f. Manufacturer's printed operating and maintenance instructions 24 g. List of original manufacturer's spare parts, manufacturer's current prices, and 25 recommended quantities to be maintained in storage 26 h. Other data as required under pertinent Sections of Specifications 27 4. Prepare and include additional data when the need for such data becomes apparent 28 during instruction of City's personnel. 29 1.7 CLOSEOUT SUBMITTALS [NOT USED] 30 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 31 1.9 QUALITY ASSURANCE 32 A. Provide operation and maintenance data by personnel with the following criteria: 33 1. Trained and experienced in maintenance and operation of described products 34 2. Skilled as technical writer to the extent required to communicate essential data 35 3. Skilled as draftsman competent to prepare required drawings 36 37 01 78 23 - 5 DAP OPERATION AND MAINTENANCE DATA Page 5 of 5 CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 103287 Revised April 7, 2014 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION [NOT USED] 5 END OF SECTION 6 7 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.5.A.1 – title of section removed 4/7/2014 M.Domenech Revised for DAP Application 8 01 78 39 - 1 DAP PROJECT RECORD DOCUMENTS Page 1 of 4 CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 103287 Revised April 7, 2014 SECTION 01 78 39 1 PROJECT RECORD DOCUMENTS 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. Work associated with the documenting the project and recording changes to project 6 documents, including: 7 a. Record Drawings 8 b. Water Meter Service Reports 9 c. Sanitary Sewer Service Reports 10 d. Large Water Meter Reports 11 B. Deviations from this City of Fort Worth Standard Specification 12 1. None. 13 C. Related Specification Sections include, but are not necessarily limited to: 14 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 15 2. Division 1 – General Requirements 16 1.3 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES [NOT USED] 21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 22 1.5 SUBMITTALS 23 A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to 24 City’s Project Representative. 25 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 26 1.7 CLOSEOUT SUBMITTALS [NOT USED] 27 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 28 1.9 QUALITY ASSURANCE 29 A. Accuracy of Records 30 1. Thoroughly coordinate changes within the Record Documents, making adequate 31 and proper entries on each page of Specifications and each sheet of Drawings and 32 other Documents where such entry is required to show the change properly. 33 2. Accuracy of records shall be such that future search for items shown in the Contract 34 Documents may rely reasonably on information obtained from the approved Project 35 Record Documents. 36 37 01 78 39 - 2 DAP PROJECT RECORD DOCUMENTS Page 2 of 4 CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 103287 Revised April 7, 2014 3. To facilitate accuracy of records, make entries within 24 hours after receipt of 1 information that the change has occurred. 2 4. Provide factual information regarding all aspects of the Work, both concealed and 3 visible, to enable future modification of the Work to proceed without lengthy and 4 expensive site measurement, investigation and examination. 5 1.10 STORAGE AND HANDLING 6 A. Storage and Handling Requirements 7 1. Maintain the job set of Record Documents completely protected from deterioration 8 and from loss and damage until completion of the Work and transfer of all recorded 9 data to the final Project Record Documents. 10 2. In the event of loss of recorded data, use means necessary to again secure the data 11 to the City's approval. 12 a. In such case, provide replacements to the standards originally required by the 13 Contract Documents. 14 1.11 FIELD [SITE] CONDITIONS [NOT USED] 15 1.12 WARRANTY [NOT USED] 16 PART 2 - PRODUCTS 17 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED] 18 2.2 RECORD DOCUMENTS 19 A. Job set 20 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no 21 charge to the Contractor, 1 complete set of all Documents comprising the Contract. 22 B. Final Record Documents 23 1. At a time nearing the completion of the Work and prior to Final Inspection, provide 24 the City 1 complete set of all Final Record Drawings in the Contract. 25 2.3 ACCESSORIES [NOT USED] 26 2.4 SOURCE QUALITY CONTROL [NOT USED] 27 PART 3 - EXECUTION 28 3.1 INSTALLERS [NOT USED] 29 3.2 EXAMINATION [NOT USED] 30 3.3 PREPARATION [NOT USED] 31 3.4 MAINTENANCE DOCUMENTS 32 A. Maintenance of Job Set 33 1. Immediately upon receipt of the job set, identify each of the Documents with the 34 title, "RECORD DOCUMENTS - JOB SET". 35 36 37 38 01 78 39 - 3 DAP PROJECT RECORD DOCUMENTS Page 3 of 4 CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 103287 Revised April 7, 2014 2. Preservation 1 a. Considering the Contract completion time, the probable number of occasions 2 upon which the job set must be taken out for new entries and for examination, 3 and the conditions under which these activities will be performed, devise a 4 suitable method for protecting the job set. 5 b. Do not use the job set for any purpose except entry of new data and for review 6 by the City, until start of transfer of data to final Project Record Documents. 7 c. Maintain the job set at the site of work. 8 3. Coordination with Construction Survey 9 a. At a minimum clearly mark any deviations from Contract Documents 10 associated with installation of the infrastructure. 11 4. Making entries on Drawings 12 a. Record any deviations from Contract Documents. 13 b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the 14 change by graphic line and note as required. 15 c. Date all entries. 16 d. Call attention to the entry by a "cloud" drawn around the area or areas affected. 17 e. In the event of overlapping changes, use different colors for the overlapping 18 changes. 19 5. Conversion of schematic layouts 20 a. In some cases on the Drawings, arrangements of conduits, circuits, piping, 21 ducts, and similar items, are shown schematically and are not intended to 22 portray precise physical layout. 23 1) Final physical arrangement is determined by the Contractor, subject to the 24 City's approval. 25 2) However, design of future modifications of the facility may require 26 accurate information as to the final physical layout of items which are 27 shown only schematically on the Drawings. 28 b. Show on the job set of Record Drawings, by dimension accurate to within 1 29 inch, the centerline of each run of items. 30 1) Final physical arrangement is determined by the Contractor, subject to the 31 City's approval. 32 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in 33 ceiling plenum", "exposed", and the like). 34 3) Make all identification sufficiently descriptive that it may be related 35 reliably to the Specifications. 36 c. The City may waive the requirements for conversion of schematic layouts 37 where, in the City's judgment, conversion serves no useful purpose. However, 38 do not rely upon waivers being issued except as specifically issued in writing 39 by the City. 40 B. Final Project Record Documents 41 1. Transfer of data to Drawings 42 a. Carefully transfer change data shown on the job set of Record Drawings to the 43 corresponding final documents, coordinating the changes as required. 44 b. Clearly indicate at each affected detail and other Drawing a full description of 45 changes made during construction, and the actual location of items. 46 c. Call attention to each entry by drawing a "cloud" around the area or areas 47 affected. 48 01 78 39 - 4 DAP PROJECT RECORD DOCUMENTS Page 4 of 4 CITY OF FORT WORTH COHIX PH1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 103287 Revised April 7, 2014 d. Make changes neatly, consistently and with the proper media to assure 1 longevity and clear reproduction. 2 2. Transfer of data to other Documents 3 a. If the Documents, other than Drawings, have been kept clean during progress of 4 the Work, and if entries thereon have been orderly to the approval of the City, 5 the job set of those Documents, other than Drawings, will be accepted as final 6 Record Documents. 7 b. If any such Document is not so approved by the City, secure a new copy of that 8 Document from the City at the City's usual charge for reproduction and 9 handling, and carefully transfer the change data to the new copy to the approval 10 of the City. 11 3.5 REPAIR / RESTORATION [NOT USED] 12 3.6 RE-INSTALLATION [NOT USED] 13 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 14 3.8 SYSTEM STARTUP [NOT USED] 15 3.9 ADJUSTING [NOT USED] 16 3.10 CLEANING [NOT USED] 17 3.11 CLOSEOUT ACTIVITIES [NOT USED] 18 3.12 PROTECTION [NOT USED] 19 3.13 MAINTENANCE [NOT USED] 20 3.14 ATTACHMENTS [NOT USED] 21 END OF SECTION 22 23 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP Application 24 25 SECTION 02930 - SEEDING - 1 - SECTION 02930 - SEEDING PART 1 - GENERAL 1.01 DESCRIPTION A. Work Included: Seeding of grass seed or wildflower seed, as specified on the plans. B. Related Work Specified Elsewhere: Section 02300, Earthwork. 1.02 REFERENCE STANDARDS A. Standardized Plant Names 1. For exotic plant materials: American Joint Committee of Horticultural Nomenclature, Second Edition, 1942. 2. For native materials a. Manual of the Vascular Plants of Texas by Correll and Johnston b. Check List of Vascular Plants of Texas by Hatch c. Flora of North Central Texas by Shinners and Moller B. Texas Highway Department: Standard Specifications for Construction, Item 164, “Seeding for Erosion Control” and Item 180, "Wildflower Seeding". 1.03 SUBMITTALS A. Seed 1. Vendors’ certification that seeds meet Texas State seed law including: a. Testing and labeling for pure live seed (PLS) b. Name and type of seed 2. If using native grass or wildflower seed, seed must have been harvested within one hundred (100) miles of the construction site. 3. All seed shall be tested in a laboratory with certified results presented to the City, in writing, prior to planting. 4. All seed to be of the previous season's crop and the date on the container shall be within twelve months of the seeding date. 5. Each species of seed shall be supplied in a separate, labeled container for acceptance by the City. B. Fertilizer 1. Unopened bags labeled with the analysis 2. Conform to Texas fertilizer law 1.04 JOB CONDITIONS A. Planting Season: The season varies according to species (see Part 2 - Products). Do not seed when soil is excessively wet or dry or when wind exceeds ten (10) miles per hour. B. Schedule After All Other Construction and planting is complete. SECTION 02930 - SEEDING - 2 - C. Protect and Maintain Seeded Areas 1. From erosion 2. From traffic and all other use 3. Until seeding is complete and accepted 1.05 QUALITY CONTROL The contractor who plants the seeds, whether the general contractor or a subcontractor, is responsible for daily supervision of his crew, and for the planting and maintaining of seedlings until acceptable, viable growth is achieved and the project accepted by the City. PART 2 – PRODUCTS 2.01 MATERIALS A. Seed All seed shall be planted at rates based on pure live seed (PLS = purity x germination) per acre. Substitution of individual seed types due to lack of availability shall be made only by the City at the time of planting. The Contractor shall notify the City, prior to bidding, of difficulties locating certain species. Only those areas indicated on the plans and areas disturbed by construction shall be seeded. Prior to seeding, each area shall be marked in the field and approved by the City. Any adjustment of area location by the City shall be considered incidental and shall not entitle the Contractor to additional compensation. Weed seed shall not exceed ten percent (10%) by weight of the total of pure live seed (PLS) and other material in the mixture. Johnsongrass and nutgrass seed shall not be allowed. The seed shall be clean, dry and harvested within one year of planting. 1. Non-native grass seed shall consist of: If planted between April 15 and September 10: Lbs./Acre Common Name Scientific Name Purity Germination 25 Bermuda (unhulled) Cynodon dactylon 85% 90% 75 Bermuda (hulled) Cynodon dactylon 95% 90% Substitute the following if planted between September 10 and April 15: 220 Rye Grass Lolium multiflorum 82% 80% 40 Bermuda (unhulled) Cynodon dactylon 84% 85% 2 Native grass seed – (to be used in open areas as specified) The seed shall be planted between February 1 and October 1 and shall consist of: Lbs. PLS/Acre Common Name Botanical Name SECTION 02930 - SEEDING - 3 - 1.6 Green Sprangletop Leptochloa dubia 5.5 Sideoats Grama* Bouteloua curtipendula 3.7 Little Bluestem* Schizachyrium scoparium 17.0 Buffalograss Buchloe dactyloides 1.8 Indian Grass* Sorghastrum nutans 0.5 Sand Lovegrass* Eragrostis trichodes 6.0 Big Bluestem Andropogon gerardii 8.0 Eastern Grama Tripscacum dactyloides 1.2 Blue Grama Bouteloua gracilis 1.8 Switchgrass Panicum virgatum 10.0 Prairie Wildrye* Elymus canadensis *These grasses are not to be planted within ten feet of a road or parking lot or within three (3) feet of a walkway. 3 Wildflower seed – (to be used in open fields as specified) All wildflower seeds are to be hand broadcast, (see 3.02,A). The seed shall be planted between March 5 and May 31 or between September 1 and December 1 and shall consist of: Lbs. PLS/Acre Common Name Botanical Name 3.0 Bush Sunflower Sinsia calva 5.0 Butterfly Weed Asclepias tuberosa 2.0 Clasping Coneflower* Rudbeckia amplexicaulis 3.0 Golden - Wave Coreopsis basalis 13.4 Illinois Bundleflower Desmanthus illinoensis 13.6 Partridge Pea Cassia fasciculata 2.0 Prairie Verbena Verbena bipinnatifida 8.0 Texas Yellow Star Lindheimeri texana 8.0 Winecup Callirhoe involcrata 2.0 Black-eyed Susan Rudbeckia hirta 18.0 Cutleaf Daisy Engelmannia pinnatifida 2.0 Obedient Plant Physostegia intermedia 3.0 Pitcher Sage Salvia azurea 2.0 Plains Coreopsis Coreopsis tinctoria 8.0 Scarlet Sage Salvia coccinea *These wildflowers are not to be planted within ten feet of a road or parking lot or within three feet of a walkway. 4. Temporary erosion control seed When specified on the plans, temporary control measures shall be performed. These measures shall consist of the sowing of cool season plant seeds and the work and materials as required in this section. B. Mulch 1. Mulch should be designed for use with conventional mechanical or hydraulic planting of seed, either alone or with fertilizer. SECTION 02930 - SEEDING - 4 - 2. Mulch should be wood cellulose fiber produced from virgin wood or recycled paper-by-products (waste products from paper mills or recycled newspaper). 3. Mulch should contain no growth or germination inhibiting factors. 4. Mulch should contain no more than ten percent (10%) moisture, air dry weight basis. 5. Additives shall include a binder in powder form. 6. Material shall form a strong moisture retaining mat. C. Fertilizer 1. All fertilizer shall be delivered in bags or containers clearly labeled showing the analysis. 2. All fertilizer shall be in acceptable condition for distribution and shall be applied uniformly over the planted area. 3. Analysis of 16-20-0, 16-8-8, or as designated on the plans. Fertilizer rate: a. No fertilizer is required for wildflower seeding. b. Where applying fertilizer on newly established seeding areas - 100 pounds of Nitrogen per acre. c. Where applying fertilizer on established seeding areas - 150 pounds of Nitrogen per acre. D. Erosion Control Measures 1. For seeding application in areas up to 3:1 slope, use cellulose, fiber or recycled paper mulch, (see 2.01, B. Mulch and 3.03). 2. For seeding application in areas 3:1 slope or greater, use the following soil retention blanket (Follow the manufacturer's directions): "Curlex I" from American Excelsior, 900 Ave. H East, Post Office Box 5624, Arlington, Texas 76001, 1-800-777-SOIL. 2.02 MIXING Seed, mulch, fertilizer and water may be mixed provided that: 1. Mixture is uniformly suspended to form a homogenous slurry. 2. Mixture forms a blotter-like ground cover impregnated uniformly with grass seed. 3. Mixture is applied within thirty (30) minutes after placed in the equipment. SECTION 02930 - SEEDING - 5 - PART 3 – EXECUTION 3.01 SEEDED PREPARATION A. Clear Surface of All Materials, Such As: 1. Stumps, stones, and other objects larger than one inch. 2. Roots, brush, wire, stakes, etc. 3. Any objects that may interfere with seeding or maintenance. B. Tilling 1. In all compacted areas till one inch (1”) deep. 2. If area is sloped greater than 3:1, run a tractor parallel to slope to provide less seed/water run-off. 3. In areas near trees: Do not till deeper than one half (1/2”) inch inside "drip line" of trees. C. Water: Shall be furnished by the Contractor as an ancillary cost to the Contract by the Contractor by means of temporary metering / irrigation, water truck or by any other method necessary to achieve viable, acceptable stand of turf as noted in 3.04.B. of this specification. The water source shall be clean and free of industrial wastes or other substances harmful to the germination of the seed or to the growth of the vegetation. The amount of water will vary according to the weather variables. Generally, an amount of water that is equal to the average amount of rainfall plus one half inch (1/2") per week should be applied until such time 100% full growth coverage is achieved and one mowing cycle is performed by the Contractor and accepted by the Owner. Watering: Soil should be watered to a minimum depth of four inches within forty eight (48) hours of seeding. 3.02 SEEDING A. If Sowing Seed By Hand 1. Broadcast seed in two directions at right angles to each other. 2. Harrow or rake lightly to cover seed. 3. Never cover seed with more soil than twice its diameter. 4. For wildflower plantings, scalp existing grasses to one (1”) inch, remove grass clippings, so seed can make contact with the soil. B. Mechanically Seeding (Drilling): If mechanically seeding (drilling) the seed or seed mixture, the quantity specified shall be uniformly distributed over the areas shown on the plans or where directed. All varieties of seed, as well as fertilizer, may be distributed at the same time provided that each component is uniformly applied at the specified rate. Seed shall be drilled at a depth of from one quarter inch to three eighth inch (1/4”-3/8”) utilizing a pasture or rangeland type drill. All drilling is to be on the contour. After planting, the area shall be rolled with a roller integral to the seed drill, or a corrugated roller of the "Cultipacker" type. All rolling of slope areas shall be on the contour. 3.03 MULCHING SECTION 02930 - SEEDING - 6 - A. Apply uniformly after completion of seeding in areas up to 3:1 slope. Mulch may be applied concurrently with fertilizer and seed, if desired. B. Apply at the following rates unless otherwise shown on plans: 1. Sandy soils, flat surfaces - minimum 1,500 lbs./acre. 2. Sandy soils, sloping surfaces - minimum 1,800 lbs./acre. 3. Clay soils, flat surfaces - minimum 2,500 lbs./acre. 4. Clay soils, sloping surfaces - minimum 3,000 lbs./acre. 5. “Flat” and “sloping” surfaces will be shown on the plans if not visually obvious. C. Apply within thirty (30) minutes after placement in equipment. Keep mulch moist, by daily water application, if necessary: 1. For approximately twenty-one (21) days, or 2. Until seeds have germinated and have rooted in soil, (see 3.04.B.2.) and project has been accepted by the City. 3.04 ESTABLISHMENT, MAINTENANCE AND ACCEPTANCE A. Includes initial seed and / or sod application and establishment, protection, replanting as necessary, maintaining grades and immediate repair of erosion damage until the project receives final acceptance. Refer to Part 2 – 2.01 – D. for watering requirements to be executed by the contractor. B. Initial full coverage turf establishment shall be considered as 100% grow in to a height of three (3”) inches with a minimum of one mow cycle performed by the Contractor on all newly established areas prior to consideration of acceptance by the Owner.. C. Replanting 1. Replant areas where a stand of grass or wildflowers are not present in a reasonable length of time, as determined by the City. 2. A “stand” shall be defined as: a. Bermuda/Rye grasses: See 3.04 B b. Native grass and wildflowers: eighty percent (80%) coverage of growing plants within seeded area within twenty-one days of seeding date on a smooth bed free of foreign material and rocks or clods larger than one- inch diameter. END OF SECTION CITY OF FORT WORTH McPherson Village Addition Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102528 Revised July 1, 2011 APPENDIX GC-4.01 Availability of Lands - None GC-4.02 Subsurface and Physical Conditions –Geotechnical Report Provided GC-4.04 Underground Facilities - None GC-4.06 Hazardous Environmental Condition at Site -None GC-6.06.D Minority and Women Owned Business Enterprise Compliance – Not Required GC-6.07 Wage Rates - Not Required GC-6.09 Permits and Utilities - Urban Forestry Permit GC-6.24 Nondiscrimination - None GR-01 60 00 Product Requirements – COFW Water Department & TPW Standard Product List Provided CITY OF FORT WORTH McPherson Village Addition Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102528 Revised July 1, 2011 GC-4.02 Subsurface and Physical Conditions THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH McPherson Village Addition Phase 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 102528 Revised July 1, 2011 GC-6.09 Permits & Utilities THIS PAGE LEFT INTENTIONALLY BLANK Application for Urban Forestry Permit (Complete all information listed below) Check one Residential (1&2 Family) Industrial Public Project Commercial Institutional Multi-Family Select Preservation Method If Applicable To Site Method Option ‘A’ Method Option ‘B’ No trees on site Project Name: Building Permit #: Final Plat #: Trees to be removed from site No trees to be removed from site Site Street Address and/or Legal Description of Property (Lot, Block, Subdivision): Applicant (Developer/Sub-divider) Printed Name:____________________________________________________________________ Signature:_________________________________________________ Date: _________________ Address: _________________________________________________________________________ City, State & Zip: _________________________________________________________________ Phone: _____________________________ Fax: _______________________________ Email: _____________________________ Agent Or Consultant Representing Applicant Printed Name: ____________________________________________________________________ Address: _________________________________________________________________________ City, State & Zip: _________________________________________________________________ Phone: _____________________________ Fax: _______________________________ Email: _____________________________ Record Owner of Property (if different from Applicant) Printed Name: ____________________________________________________________________ Address: _________________________________________________________________________ City, State & Zip: _________________________________________________________________ NOTE: An Approved Urban Forestry Plan/Permit will run with the land and can only be amended by the Urban Design Commission (Urban Forestry Ordinance No. 18615) Phone: _____________________________ Fax: _______________________________ Email: _____________________________ County: Gross Site Area or Artificial Lot (Sq Ft): Acreage: Applicant's Certification I, the undersigned, hereby certify that the attached plans and data are correct and complete to the best of my knowledge and ability. I understand that if any of the required items are deemed missing from the submittal, the plan will be marked as incomplete and not routed for review. My client is aware of these criteria and will accept all responsibility for delays due to the incomplete submittals. I am enclosing an explanation for each item which I feel is not required and therefore, has not been included in the submittal package. ___________________________________________ _________________________ Applicant signature Date Date Rec’d : UFC # : MU/UR Zoning Agricultural Revised: 11/09/20 Walters Ranch (Cohix)PP-20-060 SE of Cleburne Road and N Crowley Cleburne Road intersection Stephen Brim 2221 E. Lamar Blvd., Suite 790 Arlington, Texas 76006 682-321-9380 stephenbrim@forestar.com 2/15/2021 See attached legal description. Ryan Hill, PE 1600 W. 7th St. Fort Worth, TX 76102 817-810-0696 ryan.hill@segpllc.com 128.555,599,598 sq ft.Tarrant County LETTER OF AUTHORIZATION FOR URBAN FORESTRY PERMIT REPRESENTATION I (PRINT OWNER’S NAME) CERTIFY THAT I AM THE CURRENT OWNER OF THE PROPRTY DESCRIBED BELOW AND HEREBY GRANT AUTHORITY TO (NAME) TO ACT ON MY BEHALF IN MAKING APPLICATION AND SUBMITTING TO THE CITY OF FORT WORTH, TEXAS, A REQUEST FOR AN URBAN FORESTRY PERMIT FOR THE FOLLOWING PROPERTY: ACKNOWLEDGEMENTS: (CERTIFIED LEGAL DESCRIPTION] I certify that the above information is correct and complete to the best of my knowledge and ability and that I am now, or will be, fully prepared to carry out the Urban Forestry Plan as approved should the above representative or their agents fail to do so, or if the property is sold, I will make the new owner and their representatives fully aware of the approved Urban Forestry Plan and the requirements that run with the land. I further certify that I have read and understand the information provided concerning the procedure for consideration of my Urban Forestry Permit request as well as Section 6.302 of the City of Fort Worth Comprehensive Zoning Ordinance concerning the overall Urban Forestry regulations. I understand that acceptance of an Urban Forestry Permit application does not guarantee that the City will issue the permit unless it is in compliance with all applicable codes, laws, and regulations and all fees have been paid. I understand that once approved, this permit will expire and become invalid on the fifth anniversary of the approval date if either no progress has been made toward implementation of the plan or the project scope and configuration changes prior to tree removal or site disturbance. I understand that should progress toward implementation, tree removal, or site disturbance occur, the approved permit will not expire until the warranty period for new and preserved trees has ended or a new permit and plan are submitted and approved subject to conditions of the original permit. I understand that an approved plan will run with the land until is revised and replaced with another approved plan under this or another Urban Forestry Permit. I understand that warranty for new and preserved trees begins once the last building is complete and receives a certificate of occupancy or when all improvements shown on the plan have been completed, whichever is the later date. I further authorize my representative to act as my agent, if needed, before the Urban Design Commission during any appeal hearings. I understand that if I am not present or represented at a public hearing for an appeal of any requirements of Section 6.302, the Urban Design Commission may deny the request. THIS AUTHORIZATION WILL REMAIN IN FORCE UNLESS REVOKED BY WRITTEN NOTICE. OWNER’S SIGNATURE: OWNER’S NAME (printed) ADDRESS and ZIP TELEPHONE: EMAIL: ___________________________________________________ Stephen Brim Ryan Hill Walters Ranch (Cohix) Stephen Brim 2221 E. Lamar Blvd., Suite 790, Arlington, Texas 76006 682-321-9380 stephenbrim@forestar.com See attached legal description. 080160:D.E. INDICATES A DRAINAGE EASEMENTS.S.E. INDICATES A SANITARY SEWER EASEMENTU.E. INDICATES A UTILITY EASEMENTB.L. INDICATES A BUILDING LINERP INDICATES A RADIUS POINTCM INDICATES A CONTROLLING MONUMENTESMTBUILDING SETBACK LINEROADWAY CENTERLINELINE TYPE LEGENDSURVEY BOUNDARY LINEESMTBUILDING SETBACK LINEROADWAY CENTERLINEROW LINESVICINITY MAPNOT TO SCALEMARK ALLEN-CLAIREMONT ACQUISITIONS, LLC5712 COLLEYVILLE BLVD, SUITE 223COLLEYVILLE, TX 76034817-400-5263SHIELD ENGINEERING GROUP, PLLC1600 WEST 7TH STREET, SUITE 200FORT WORTH, TX 76102817-810-0696ENGINEER/SURVEYORDEVELOPERCHAPEL CREEK WESTPOINTJOINT VENTURE4305 MACARTHUR AVENUEDALLAS, TX 75209OWNERPRELIMINARY PLAT CASE NUMBER: PP-20-060McPHERSON BLVDMcCART AVE PROJECTLOCATIONAPPROX LOCATION100-YR FEMAFLOODPLAIN2020/11/06 LGEARY L:\JOBS\2020011.01 COHIX SF\PPLAT\2020011.01-PP-1.DWG N CROWLEY CLEBURNE RDS 89°47'18" W 475.00'S 89°47'18" W 475.00'C1 C2C7C8C9 C10 C11C12C13C20 C21C2 2 N 89°17'28" E60.00'N 89°47'18" E40.50'S 00°12'42" E 713.41'S 01°05'41" W 69.03'S 71°00'55" W 482.79 ' S 3 1 ° 1 6 ' 1 4 " W 1 1 7 . 1 8 'N 67°39 '17" E 144 .67 'N 89°47'18" E 370.38'N 10°06'06" E35.00' S 14° 3 8 ' 4 1 " W 35.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'45.50'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'30.26'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'14.14'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'14.14'14.14'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'14.14'14.14'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'14.14'14.14'14.14'10.01'9. 9 9 ' 14.14 '50.00'50.00'50.00'50.00'50.00'50.00'50.00'10.00'45.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'75.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'45.00'1 4 . 1 4 '14.14'45.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'33.41'33.41'40.50'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'45.00'1 4 . 1 4 '14.14'45.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'37.40'50.00'50.00'55.00'50.00'50.00'55.00'14.14'120.00'50.00'50.00'50.00'50.00'14.14'120.00'50.00'50.00'50.00'50.00'50.00'120.00'14.14'55.00'45.40'15. 0 5 '15.05'105.00'105.00'105.00'14.14'57.67'14.14'14.49'105.00'105.00'105.00'100.50'105.00'105.00'58.49'14.33'1 4 . 3 3 ' 58.49'10.00'32.48'34.88'14.14'105.00'105.00'105.00'105.00'105.00'105.00'1 4 . 1 4 '50.00'50.00'105.00'77.68'50.00'50.00'47.70'50.00'21.60'48.81'50.00'50.00'50.00'50.00'14.14'55.00'50.00'50.00'50.00'36.31'44.10'1 4 . 1 4 '105.00'105.00'37.79'50.00 '50.00'50.00'50.00 '50.00 '50.00'50.00'50.00'50.00 '50.00 '50.00'50.00 '37.79'14.14'14.14'82 . 1 8 ' 82 . 1 8 '55.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'17.19'39.46'112.29 '106.70 ' 14.14'105.00'105.00'N 89°34'07" E 1363.46'S 00°12'42" E 1235.32'N 00°42'32" W 2454.42'4 5.38'5.89'2 2.78'22.78'76.14'14.14 '14.14'22.46'105.32'81.55'48.82'48.82'48.82'23.51'25.92'42.68'10.65'26.75'40.5 0 '25.00'33.02'118.04'40.50'114.00'246.00'105.00'150.00'14.14'9.56'4 4.58'42.63'11.95'6.96'36.82'32.08'17.66'60.35'23.92'60.11'11.20'41.79'16 .5 6'40.50'31.50'24.71'30.98'26.13'48.03'1.19'2 2.83 8 7.7 4'45.92'11.21' 7 6 . 0 8'2 2.8 6' 2 2.89'98. 5 0 '38.89'45.92'2.12'39.97'27.64'4.60'47.27'107.79'70.94'47.64'45.92'14.27'115' TYP115' TYP 115' TYP115' TYP115' TYP115' TYP115' TYP 115' TYP 115' TYP 115' TYP115' TYP115' TYP115' TYP115' TYP115' TYP115' T Y P130' TYP130' TYP125' TYP 115' TYP115' TYP115' TYP115' TYP 11 5 ' T Y P 11 5 ' T Y P115' TYP10' U.E.10' U.E.10' U.E.10' U.E.10' U.E.10' U.E.10' U.E.10' U.E.10' U.E.10' U.E.10' U.E.10' U.E.10' U.E.10' U.E.10' U.E.10' U.E.10' U.E.10' U.E.10' U.E.10' U.E.10' U.E.10' U.E.10' U.E.10' U.E.60'30'50'25'50'25'50'25'50'25'50'25'50'25'50'25'50'25'50' 25'50'25'50'25'R50'R50'S 79°53'54" E68.55'S 79°53'54" E49.49'N 89°47'18" E 400.00'N 89°47'18" E 285.00'N 89°47'18" E 280.00'N 89°47'18" E 140.00'N 00°12'42" W 197.67'N 00°12'42" W 280.00'N 00°12'42" W 240.50'N 89°47'18" E 435.50'N 89°47'18" E40.00'S 75°21'19" E57.46'S 75°21'19" E111.14'S 00°12'42" E 720.50'S 00°12'42" E 135.40'S 58°43'46" E 74.46'S 58°43'46" E 280.00'N 00°12'42" W 79.09'N 00°12'42" W 280.00'N 00°12'42" W 280.00'S 00°12'42" E 280.00'N 00°12'42" W 280.00'N 00°12'42" W35.00'S 18°59'05" E 276.31'C 2 4 C14C15PHASE 1PHASE 2PROP 15' D.E.48.96'4 6.2 6 ' 5 .92'5.92' 4 6 .2 9 '14.14'33.55'42.45'25.00'PHASE 1PHASE 2PHASE 3 080160VICINITY MAPNOT TO SCALEMARK ALLEN-CLAIREMONT ACQUISITIONS, LLC5712 COLLEYVILLE BLVD, SUITE 223COLLEYVILLE, TX 76034817-400-5263SHIELD ENGINEERING GROUP, PLLC1600 WEST 7TH STREET, SUITE 200FORT WORTH, TX 76102817-810-0696ENGINEER/SURVEYORDEVELOPERCHAPEL CREEK WESTPOINTJOINT VENTURE4305 MACARTHUR AVENUEDALLAS, TX 75209OWNERPRELIMINARY PLAT CASE NUMBER: PP-20-060:D.E. INDICATES A DRAINAGE EASEMENTS.S.E. INDICATES A SANITARY SEWER EASEMENTU.E. INDICATES A UTILITY EASEMENTB.L. INDICATES A BUILDING LINERP INDICATES A RADIUS POINTCM INDICATES A CONTROLLING MONUMENTESMTBUILDING SETBACK LINEROADWAY CENTERLINELINE TYPE LEGENDSURVEY BOUNDARY LINEESMTBUILDING SETBACK LINEROADWAY CENTERLINEROW LINESMcCART AVE PROJECTLOCATIONPHASE3PHASE 12020/11/06 LGEARY L:\JOBS\2020011.01 COHIX SF\PPLAT\2020011.01-PP-1.DWG McPHERSON BLVDN CROWLEY CLEBURNE RDC2C3C16C17C18C19C21C2 2C25 C 2 6 C27C28C29C32 S 25°19'47" E 110.68'S 16°33'47" E51.26'S 01°57'33" E50.00'N 57 °37 '33 " E 230 .00 'S 86°57'33" E 456.67'S 18°59'05" E 113.17'S 71°00'55" W 482 .79 ' S 3 1 ° 1 6 ' 1 4 " W 1 1 7 . 1 8 ' S 3 1 ° 1 6 ' 1 4 " W 1 1 7 . 1 8 'N 67°39 '17" E 144 .67 'N 89°47'18" E 370.38'L9N 58°43'46" W 75.80'55.00'50.00'50.00'55.00'14.14'120.00'50.00'50.00'50.00'50.00'55.00'45.40'15. 0 5 '15.05'50.00'50.00'105.00'77.68'50.00'50.00'47.70'50.00'21.60'48.81'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'10.72'78.47'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.46'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'37.98'18.41'90.87'50.00'50.00'50.00'45.00'14. 1 4 '105.00'105.00'14.14'45.00'28.50'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'16.04'92.14'50.00'50.00'50.00'50.00'50.00'50.00'64.54'78.17'14. 1 4 '37.03'125.76'55.00'14.14'50.00'50.00'55.00'14. 1 4 '14.14'55.00'50.00'50.00'50.00'36.31'44.10'14.14'105.00'105.00'37.79'50.00'50.00 '50.00'50.00'50.00 '50.00 '105.00'50.00'50.00 '50.00'50.00'50.00 '50.00 '37.79'14.14'14.14' 82 . 1 8 ' 82 . 1 8 '55.00'50.00'50.00'55.00'14.14'82 . 1 8 ' 82 . 1 8 '14.14'55.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'17.19'39.46'112.29 '106.70 ' 40.04'37.55'73.70'104.45'50.00' 50.00' 50.00' 50.00' 50.00' 50.00'50.00'58.70'51.77'15.06'15.06'50.00'14.05'105.00 '105.00 '14.14'14.14'N 27°04'06" W 84.79'S 58°43'46" E 931.76'N 86°57'33" W 3700.59'N 00°42'32" W 2454.42'14.69'6.79'13.51'68.42'1 4 . 4 7 ' 1 3 . 8 8 '13.88'14.40 '21.52'21.52'20.56'12.91'C???93.64'60.05'75.80'159.46'52. 4 1'29.66'73.50'484.13'131 .1 4'18.85'72.47'105.00'150.00'24.71'30.98'26.13'48.03'1.19'9 7.9 9' 22.83' 2 2.83' 8 7.7 4' 6 3 . 2 0 '63.20'63.20'15.43'45.92'11.21' 7 6 .0 8'2 2.86' 2 2.8 9'98. 5 0 '38.89'45.92'2.12'39.97'27.64'4.60'47.27'107.79'70.94'47.64'45.92'14.27'9.87'15.00'51.30'6.55'50.80'14.87'36.58'43.66'0.67'45.96' 3 8.01'46.50'0.63'50.00'50.00'11.25'35.12'45.92'37.56'9.11'50.00'16.70'5.24'86.41'37.79'50.00'50.00'50.00'50.00'50.00'50.00'105.00'55.07'127.99'5.94'40.51'48.68'48.68'48.68'16.29'45.95'48.82'6.67'38.26'57.03'5.28'70.79'45.92'45.92'34.05'31.22'12.93'35.65'17.52'50.00'43.16'16.43'50.00'44.25'2.94'50.00'2.25'50.00'50.00'50.00'2.57'33.26'14.14'14.14'51.30'42.87'8.39'0.37'60.07'49.63'9.68'5.32'18.47' 14.56'13.84'33.02'45.92'45.10'0.43'115' TYP 115' TYP 115' TYP 115' TYP 115' TYP 115' TYP 115' TYP 115' TYP 115' TYP 115' TYP 130' TYP130' TYP125' TYP 115' TYP115' TYP115' TYP115' TYP115' TYP11 5 ' T Y P 115' TYP115' TYP115' TYP115' TYP115' TYP115' TYP115' TYP115' TYP115' TYP 11 5 ' T Y P 11 5 ' T Y P 11 5 ' T Y P 115' TYP115' TYP115' TYP10' U.E.10' U.E.10' U.E.10' U.E.10' U.E.10' U.E.10' U.E.10' U.E.10' U.E.10' U.E.10' U.E.10' U.E.10' U.E.10' U.E.10' U.E.10' U.E.10' U.E.10' U.E.10' U.E.10' U.E.10' U.E.10' U.E.10' U.E.10' U.E.10' U.E.10' U.E.60'30' 60' 30' 50' 25' 50' 25'50'25'50'25'50'25'50'25'50'25'R50'R50'L2 S 00°12'42" E 135.40'S 58°43'46" E 74.46'S 58°43'46" E 280.00'S 58°43'46" E 225.65'S 32°22'27" E68.26'S 32°22'27" E87.25'N 71°00'55" E 285 .00 'N 71°00'55" E 197 .79 'N 00°12'42" W 79.09'N 00°12'42" W 280.00'S 18°59'05" E 276.31'N 18°59'05" W 280.00'S 18°59'05" E 305.32'N 86°57'33" W100.05'N 86°57'33" W 1120.54'L7L6C23C 2 4 C14C15S 88°14'26" E 266.06'50.00'15.96'4.59'15.00'15.00'PHASE 2APPROX LOCATION 100-YRFEMA FLOODPLAINZONE A FIRM No.48439C0410KPROP 15' D.E.PROP 15' S.S.E.3.08'7.16'33.94'2.48'95.27' 97.75'1 5 . 3 0 '28.80'C49L10S 03°02'27" W 97.75'46.51'12.04'43.36'16.08'49.27'44.62'14.38'14.47'PHASE 1PHASE 2PHASE 3 080160:D.E. INDICATES A DRAINAGE EASEMENTS.S.E. INDICATES A SANITARY SEWER EASEMENTU.E. INDICATES A UTILITY EASEMENTB.L. INDICATES A BUILDING LINERP INDICATES A RADIUS POINTCM INDICATES A CONTROLLING MONUMENTESMTBUILDING SETBACK LINEROADWAY CENTERLINELINE TYPE LEGENDSURVEY BOUNDARY LINEESMTBUILDING SETBACK LINEROADWAY CENTERLINEROW LINESVICINITY MAPNOT TO SCALEMARK ALLEN-CLAIREMONT ACQUISITIONS, LLC5712 COLLEYVILLE BLVD, SUITE 223COLLEYVILLE, TX 76034817-400-5263SHIELD ENGINEERING GROUP, PLLC1600 WEST 7TH STREET, SUITE 200FORT WORTH, TX 76102817-810-0696ENGINEER/SURVEYORDEVELOPERCHAPEL CREEK WESTPOINTJOINT VENTURE4305 MACARTHUR AVENUEDALLAS, TX 75209OWNERPRELIMINARY PLAT CASE NUMBER: PP-20-060McCART AVE PROJECTLOCATIONPHASE22020/11/06 LGEARY L:\JOBS\2020011.01 COHIX SF\PPLAT\2020011.01-PP-1.DWG McPHERSON BLVDN CROWLEY CLEBURNE RDNOTE:1.Secondary Ingress and Egress (Ch. 31-101.A) - Subdivisions containing morethan thirty (30) one-family or two-family dwelling units shall have a plattedand constructed secondary ingress and egress to a public street.Multi-family developments of 100 dwelling units or more shall have aplatted and constructed secondary ingress and egress to a public street. Asthe phases are constructed with final plats, the TIA letters will have to revieweach phase to ensure that the proposed final plat phase maintains twopoints of access.C18C19C29C30C31C32S 16°33'47" E51.26'S 01°57'33" E50.00'L4N 88°14'26" W 533.08'L5 L3N 57°37'33" E 230.00'L150.00'50.00'50.00'50.00'50.00'50.00'10.72'78.47'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'45.57'22.67'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'17.62'27.40'40.04'37.55'73.70'104.45'14.56'57.78'50.00'50.00'50.00'50.00'50.00'50.00'50.00'71.72'106.63'13.84'32.67'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'24.43'19.96'50.00'50.00'50.00'50.00'50.00'50.00'50.00'50.00'47.74'14.56'104.45'94.93'13.84'44.36'50.00'50.00'50.00'24.99'13.55'50.00'50.00'50.00'50.00'50.00'58.70'51.77'15.06'15.06'50.00'14.05'105.00'105.00'14.14'14.14'S 88°14'26" E 1561.32'S 00°02'58" E 893.89'6.79'13.51'68.42'14.47'13.88'13.88'14.40'14.24'21.52'21.52'20.56'12.91'C???93.64'18.85'72.47'39.43'13.34'24.11'7.61'25.62'51.30'6.55'50.80'55.07'127.99'5.94'40.51'48.68'48.68'48.68'16.29'.26'57.03'50.00'2.25'50.00'50.00'50.00'2.57'33.26'14.14'14.14'51.30'42.87'8.39'0.37'60.07'49.63'9.68'37.03'20.76'4.46'16.48'46.15'70.94 '64.23'61.47'18.60'61.40 '156.37'17.36'42. 8 6'160.92'10.91'5.32'27.30'18.47'14.56'13.84'33.02'45.92'45.10'0.43'115' TYP115' TYP 115' TYP 115' TYP 115' TYP 115' TYP145' TYP 115' TYP 115' TYP115' TYP115' TYP115' TYP10' U.E.10' U.E.10' U.E.10' U.E.10' U.E.10' U.E.10' U.E.10' U.E.1.83'67.34'1 9 .85'5.77'142.59'78.5 4'N 88°14'26" W 68.12'S 01°45'34" W25.00'10' U.E.5.32'10.91'50'25'50'25'50'25'50'25'50'25'50'25'50'25'R50'R50'R50'L2 S 32°22'27" E68.26'S 32°22'27" E87.25'S 06°58'39" W 213.14'N 06°58'39" E 234.68'N 86°57'33" W100.05'L7L6S 88°14'26" E 266.06'S 88°14'26" E254.14'15.96'4.59'PHASE 3APPROX LOCATION 100-YRFEMA FLOODPLAINZONE A FIRM No.48439C0410KR50'PROP 15' S.S.E.APPROX LOCATION 100-YRFEMA FLOODPLAINZONE A FIRM No.48439C0410K14.47'PHASE 1PHASE 2PHASE 3CURVE TABLECURVE #C1C2C3C7C8C9C10C11C12C13C14C15C16C17C18C19C20C21C22C23LENGTH45.60'65.53'76.88'37.74'36.00'36.00'62.05'207.44'77.79'62.05'77.26'127.00'116.59'98.36'195.93'50.98'51.86'77.26'138.73'184.84'RADIUS2000.00'200.00'200.00'200.00'200.00'200.00'39.50'800.00'300.00'39.50'200.00'200.00'200.00'800.00'710.00'200.00'200.00'200.00'200.00'480.00'DELTA1°18'23"18°46'23"22°01'32"10°48'38"10°18'48"10°18'48"90°00'00"14°51'23"14°51'23"90°00'00"22°08'01"36°23'02"33°23'59"7°02'41"15°48'40"14°36'14"14°51'23"22°08'01"39°44'41"22°03'49"CHORD BEARINGS00°26'30"WS09°35'53"ES07°58'19"ES85°18'13"ES85°03'18"EN04°56'42"EN44°47'18"ES82°47'00"ES82°47'00"ES45°12'42"ES11°16'43"ES40°32'14"ES42°01'46"ES28°51'07"ES24°28'07"ES09°15'40"ES07°13'00"WN78°43'17"ES51°08'35"WN59°59'00"ECHORD LENGTH45.60'65.24'76.41'37.68'35.95'35.95'55.86'206.86'77.57'55.86'76.78'124.88'114.94'98.30'195.31'50.84'51.71'76.78'135.97'183.70'CURVE TABLECURVE #C24C25C26C27C28C29C30C31C32C33C34C35LENGTH148.12'59.32'104.82'105.11'61.72'119.15'18.21'18.21'33.16'113.04'148.12'647.18'RADIUS480.00'50.00'50.00'200.00'200.00'200.00'200.00'200.00'200.00'345.00'860.00'940.00'DELTA17°40'51"67°58'28"120°06'33"30°06'42"17°40'51"34°08'01"5°13'05"5°13'05"9°29'54"18°46'23"9°52'06"39°26'50"CHORD BEARINGN40°06'40"ES52°58'19"EN32°59'10"EN43°40'25"WN49°53'20"WN74°41'34"EN85°37'53"WS04°22'07"WS11°43'36"WN09°35'53"WS27°26'23"ES12°39'02"ECHORD LENGTH147.54'55.90'86.65'103.90'61.47'117.39'18.21'18.21'33.12'112.54'147.94'634.47'LINE TABLELINE #L1L2L3L4L5L6L7L9L10BEARINGS01°45'34"WS16°28'33"WN01°45'34"EN83°01'21"WS01°45'34"WN73°31'27"WN73°31'27"WN41°02'54"WN71°20'35"ELENGTH25.00'25.00'25.00'25.00'20.00'29.83'29.48'25.00'14.53' NENGINEER/SURVEYORSHIELD ENGINEERING GROUP, PLLC1600 WEST 7TH STREET, SUITE 200FORT WORTH, TX 76102817-810-0696FORESTAR (USA)REAL ESTATE GROUP, INC.2221 E LAMAR BLVD, SUITE 790ARLINGTON, TX 76006817-533-6060DEVELOPER/OWNER2021/04/05 AJUAN L:\JOBS\2020011.02 COHIX PHASE 1-3\02 PHASE 1\EXHIBITS\20210305 UPDATED URBAN FORESTRY\20210405 URBAN FORESTRY.DWG 1" = 150'N0GRAPHIC SCALE IN FEET4503001501DESIGNED: ___DRAWN: ___SCALE:DATE:APR 2021SHEET: OF 2COHIXCOPYRIGHT ©2021 BY SHIELD ENGINEERING GROUP PLLC. TBPE F-11039 & TBPLS 10193890CITY OFFORT WORTH, TEXASCOHIXVICINITY MAPNOT TO SCALEWEST CLEBURNE ROAD McPHERSON BLVDN CROWLEY CLEBURNE RDLEGENDEXISTING TREE PROTECTED CANOPY PRESERVEDEXISTING TREE PROTECTED CANOPY REMOVEDCRITICAL ROOT ZONE (1' PER INCH DBH)SIGNIFICANT TREE TO BE REMOVEDSIGNIFICANT TREEURBAN FORESTRY EXHIBITPHASE 1McPHERSON BOULEVARDWEST CLEBURNE ROAD 15' DRAINAGE EASEMENT15' WATER EASEMENT100-YR FEMATREE #1873TREE #1889TREE #1902TREE #2019TREE #2021TREE #1976TREE #2014TREE #1704TREE 1712TREE #11480TREE #1617TREE #1656TREE #1459TREE #1474TREE #1272TREE #990TREE #379TREE #61TREE #102TREE #78TREE #75TREE #89TREE #74TREE #72TREE #71TREE #178TREE #60TREE #50TREE #55TREE #53TREE #225TREE #229TREE #231TREE #167TREE #33TREE #26TREE #31TREE #35TREE #34TREE #681TREE #576TREE #580TREE #771TREE #750TREE #866TREE #885TREE #861TREE #907TREE #1553TREE #11477TREE $1751TREE #1814TREE #3079TREE #3106TREE #2034TREE #1107TREE #194TREE #193TREE #570TREE #32TREE #134TREE #138TREE #197TREE #216TREE #265TREE #285TREE #291TREE #380TREE #487TREE #538TREE #704TREE #737TREE #760TREE #967TREE #978TREE #985TREE #987TREE #1003TREE #1011TREE #1024TREE #1061TREE #1066TREE #1080TREE #1090TREE #1104TREE #1123TREE #1128TREE #1129TREE #1141TREE #1145TREE #1164TREE #1166TREE #1222TREE #1224TREE #1225TREE #1249TREE #1260TREE #1296TREE #1454TREE #1456TREE #1458TREE #1475TREE #1484TREE #1502TREE #1521TREE #1544TREE #1550TREE #1595TREE #1597TREE #1611TREE #1659TREE #1668TREE #1707TREE #1792TREE #1841TREE #1887TREE #1914TREE #1917TREE #1927TREE #1996TREE #2002TREE #596TREE #758TREE #1025TREE #929TREE #1900TREE #83 2021/04/05 AJUAN L:\JOBS\2020011.02 COHIX PHASE 1-3\02 PHASE 1\EXHIBITS\20210305 UPDATED URBAN FORESTRY\20210405 URBAN FORESTRY.DWG 1" = 150'N0GRAPHIC SCALE IN FEET4503001502DESIGNED: ___DRAWN: ___SCALE:DATE:APR 2021SHEET: OF 2COHIXCOPYRIGHT ©2021 BY SHIELD ENGINEERING GROUP PLLC. TBPE F-11039 & TBPLS 10193890CITY OFFORT WORTH, TEXASCOHIXENGINEER/SURVEYORSHIELD ENGINEERING GROUP, PLLC1600 WEST 7TH STREET, SUITE 200FORT WORTH, TX 76102817-810-0696FORESTAR (USA)REAL ESTATE GROUP, INC.2221 E LAMAR BLVD, SUITE 790ARLINGTON, TX 76006817-533-6060DEVELOPER/OWNERCRITICAL ROOT ZONE (C,R,Z,)RADIUS = 1 FT PER INCH OFTRUNK DIAMETERINDIVIDUAL TREE PROTECTION8'-0" MAXDRIPLINE (VARIES)FENCE LOCATION(LIMITS OF CRITICAL ROOT ZONE)CRITICAL ROOT ZONEDRIP LINETREE PROTECTION FENCE4' - 0"0' - 6"1' - 6"GALVANIZED CHAIN LINKFENCE FABRIC ORORANGESNOW FENCEINSTALL 2" X 4" BOARDSTO PROTECT TRUNK WHENFENCE IS INSTALLED CLOSERTHANK 5' TO TRUNK6' - 0" HT.METAL T POSTTREE PROTECTION DETAILSNTSLEGENDEXISTING TREE PROTECTED CANOPY PRESERVEDEXISTING TREE PROTECTED CANOPY REMOVEDCRITICAL ROOT ZONE (1' PER INCH DBH)SIGNIFICANT TREE TO BE REMOVEDSIGNIFICANT TREETREE PROTECTION FENCE NOTES:1.CHAIN LINK FENCE TO BE 12 GAUGE, WITH 158" DIAMETER SCHEDULE 20 POSTS AT 8'-0" O.C MAX2.NO EXISTING TREES DESIGNATED FOR REMOVAL.3.PROTECT ALL INDIVIDUAL TREES OR GROWTH OF TREES TO BE PRESERVED BY ERECTING A BARRIER AROUND EACH TREE OR GROUP OF TREES.4.INSTALL AND MAINTAIN BARRIER AT TREE DRIP LINE. BARRIER SHALL REMAIN IN PLACE UNTIL REMOVAL IS NECESSARY.5.IN THE EVENT OF HEAVY CONSTRUCTION IS SCHEDULED TO OCCUR WITHIN THE DRIP LINE OF AN EXISTING TREE, CONTRACTOR SHALL ERECT A PROTECTION FENCEOUTSIDE OF THE DRIP LINE UNTIL CONSTRUCTION IS SCHEDULED TO OCCUR, THE PROTECTION FENCE MAY THEN BE ADJUSTED AS REQUIRED TO COMPLETE THEPROPOSED CONSTRUCTION. AFTER CONSTRUCTION IN THIS AREA IS COMPLETED, THE PROTECTION FENCE SHALL BE ADJUSTED TO ITS ORIGINAL LOCATION.6.CONTRACTOR SHALL NOT PARK, CLEAN TOOL AND EQUIPMENTS OR STORE MATERIALS WITHIN THE DRIP LINE OF ANY TREE.7.ALL ROOTS OVER 1" IN DIAMETER SHALL BE CUT CLEAN BY A HAND SAW.URBAN FORESTRY EXHIBITPHASE 2CHAINLINK FENCESTREET C STREET DSTREET ASTREET ESTREET BSTREET FSTREET P McPHERSON BOULEVARDSTREET CWEST CLEBURNE ROADSTREET GSTREET HSTREET ASTREET JSTREET KSTREET ASTREET PMcCART AVENUESTREET LSTREET MSTREET N STREET ASTREET P15' DRAINAGE EASEMENT15' WATER EASEMENT100-YR FEMATREE #1873TREE #1889TREE #1902TREE #2019TREE #2021TREE #1976TREE #2014TREE #1704TREE 1712TREE #11480TREE #1617TREE #1656TREE #1459TREE #1474TREE #1272TREE #990TREE #379TREE #61TREE #102TREE #78TREE #75TREE #89TREE #74TREE #72TREE #71TREE #178TREE #60TREE #50TREE #55TREE #53TREE #225TREE #229TREE #231TREE #167TREE #33TREE #26TREE #31TREE #35TREE #34TREE #681TREE #576TREE #580TREE #771TREE #750TREE #866TREE #885TREE #861TREE #907TREE #1553TREE #11477TREE $1751TREE #1814TREE #3079TREE #3106TREE #2034TREE #1107TREE #194TREE #193TREE #570TREE #32TREE #134TREE #138TREE #197TREE #216TREE #265TREE #285TREE #291TREE #380TREE #487TREE #538TREE #704TREE #737TREE #760TREE #967TREE #978TREE #985TREE #987TREE #1003TREE #1011TREE #1024TREE #1061TREE #1066TREE #1080TREE #1090TREE #1104TREE #1123TREE #1128TREE #1129TREE #1141TREE #1145TREE #1164TREE #1166TREE #1222TREE #1224TREE #1225TREE #1249TREE #1260TREE #1296TREE #1454TREE #1456TREE #1458TREE #1475TREE #1484TREE #1502TREE #1521TREE #1544TREE #1550TREE #1595TREE #1597TREE #1611TREE #1659TREE #1668TREE #1707TREE #1792TREE #1841TREE #1887TREE #1914TREE #1917TREE #1927TREE #1996TREE #2002TREE #596TREE #758TREE #1025TREE #929TREE #1900TREE #83 Use the following tables: **** If Significant Trees on site, complete chart on page 2 first. 1 Net Urban Forestry Area (phase 1 and 2) Calculation Square Feet Acres A Gross area of property (or artificial lot) → B Regulated utility easements and other deductable areas → C Net Urban Forestry Area (A-B) Required Tree Canopy Area (phase 2) Minimum Canopy Coverage Requirement : Commercial/Institutional/Public Project (30%) D Industrial (20%) Agricultural (0%) Urban Ag (30%)C x %) Residential (40%)/ New Subdivision Option (25%) Multifamily (50% of open space requirement) Mixed Use8UEDQ5HVLGHQWLDO Zoned site (5% (C x .05) E Additional 5% if using preservation method B ("protected trees") F Total required canopy coverage for site (including mitigation)(D+E+ff+gg) Preservation/Retention of Existing Canopy (phase 1 and 2) G Existing tree canopy within net urban forestry area → H If seeking approval for phase 1 only, then preserve a minimum of 50% canopy and stop after completing line M. (G x .5) I Preservation requirement (25%) (G x .25) J Additional 5% if using preservation method B ("protected trees" (G x .05) K Additional preservation option for mitigation of significant tree removal (only if removing significant trees - see pg 2) ( ff ) L Total preservation requirement ((H or I)+J+K)) M Area of existing canopy preserved → N Total preservation credit toward planting (M + dd) New Tree Planting (phase 2) O Required new planting coverage (F – M - dd) P ______large canopy trees @ 2000 sq ft per tree (Qty x 2000) Q ______medium canopy trees @ 700 sq ft per tree (Qty x 700) R ______small canopy trees @ 100 sq ft per tree (Qty x 100) S Total Planting (P+Q+R) Parking Areas: 1 or 2 family residential are exempt (phase 2) T Area of parking → U Required canopy coverage of parking areas (40%) (T x .40) V Area of canopy coverage being provided for parking → W Excess/deficient parking canopy (V-U) Fulfillment of Requirements (phase 2) X Total required canopy coverage for site (F) Y Provided canopy coverage (M+S+dd) Z Excess/deficient overall canopy (Y-X) 5,599,598 128.55 1,752,035 40.22 3,847,563 88.33 961,891 22.08 192,378 4.42 1,806,432 41.47 7,785 0.18 1,946 0.045 389 0.089 -- -- 2,335 0.054 2,516 0.058 12,717 0.29 1,793,715 41.18 1,804,000 41.41 -- -- 1,804,000 41.41 -- - - - - - - 1,806,432 41.47 1,816,717 41.71 10,285 0.236 902 0 0 Significant Trees Calculation DBH (inches) Canopy Area (SF) aa All Post Oaks/Blackjack Oaks > 18" dbh (if east of I-35) bb All other trees > 27" dbh (regardless of species or location) cc dd Significant Tree preservation credit (cc sf x 0.5) ee Total of Significant Trees to be removed aa + bb - cc Significant Tree Removal Mitigation Options ff gg Tree Survey Data Tree #Common name or species DBH (in) Canopy Area (ft2) Preserved / Removed Significant (Y or No)Exclusions Mitigation Method * Provide tree survey data in table below or equivalent. Use of the Excel Tree Data & Calculations spreadsheet is recommended for sites with numerous trees, particularly if there are multiple significant trees. You may obtain a copy of the spreadsheet from urban forestry staff at urbanforestry@fortworthtexas.gov. Comments * Mitigation options for removal of significant trees are: additional preservation, additional planting, or payment into City of Fort Worth Tree Fund Total of Significant Trees to be preserved Preservation of existing canopy 1.5X the canopy of removed significant trees in exceess of required canopy OR Planting additional trees 5X the canopy of removed significant trees in excess of required canopy OR Payment into Tree Fund for total dbh inches of significant trees removed @ $300 per inch dbh Canopy may be recorded as a combined total for clustered trees if preservation status is the same for all trees within cluster. If canopy data is estimated from aerials, you must still individually identify all existing significant trees. 2 -- 3,340 150,834 323 20,402 10,201 3,017 130,433 - 652,163 N/A N/A N/A SIGNIFICANT TREE LEGEND (27+ DIAMETER) TREE NO. DIAMETER (IN) TYPE CANOPY RADIUS (FT) CANOPY (SF) 26 31.6 HONEY MESQUITE 15 707 REMOVED 31 30.7 HONEY MESQUITE 15 707 REMOVED 32 35.5 OSAGE-ORANGE 20 1257 REMOVED 33 27.8 HONEY MESQUITE 18 1018 REMOVED 34 28.3 HONEY MESQUITE 18 1018 REMOVED 35 29.1 HONEY MESQUITE 20 1257 REMOVED 50 34.5 HONEY MESQUITE 30 2827 REMOVED 53 27.8 HONEY MESQUITE 30 2827 REMOVED 55 35.2 HONEY MESQUITE 20 1257 REMOVED 60 35.6 HONEY MESQUITE 18 1018 REMOVED 71 29.5 HONEY MESQUITE 15 707 REMOVED 72 28.1 HONEY MESQUITE 15 707 REMOVED 74 31.2 HONEY MESQUITE 20 1257 REMOVED 75 34.2 HONEY MESQUITE 18 1018 REMOVED 78 27.2 HONEY MESQUITE 20 1257 REMOVED 83 34.2 AMERICAN ELM 12 452 REMOVED 89 30.3 HONEY MESQUITE 18 1018 REMOVED 102 29.8 HONEY MESQUITE 30 2827 REMOVED 134 34.2 OSAGE-ORANGE 20 1257 REMOVED 138 48.4 OSAGE-ORANGE 20 1257 REMOVED 167 30.1 HONEY MESQUITE 20 1257 REMOVED 178 35.6 HONEY MESQUITE 20 1257 REMOVED 193 27 HONEY MESQUITE 12 452 REMOVED 194 33.5 HONEY MESQUITE 18 1018 REMOVED 197 28.8 OSAGE-ORANGE 15 707 REMOVED 216 46 OSAGE-ORANGE 9 254 REMOVED 225 28.4 HONEY MESQUITE 12 452 REMOVED 229 27.8 HONEY MESQUITE 18 1018 REMOVED 231 27.8 HONEY MESQUITE 15 707 REMOVED 265 29.4 OSAGE-ORANGE 15 707 REMOVED 285 29.8 OSAGE-ORANGE 18 1018 REMOVED 291 28.2 OSAGE-ORANGE 15 707 REMOVED 380 31 OSAGE-ORANGE 20 1257 REMOVED 487 32.4 OSAGE-ORANGE 10 314 REMOVED 538 28.4 OSAGE-ORANGE 8 201 REMOVED 570 29.2 HONEY MESQUITE 15 707 REMOVED 576 27.4 HONEY MESQUITE 18 1018 REMOVED 580 27.2 HONEY MESQUITE 15 707 REMOVED 596 30.4 OSAGE-ORANGE 20 1257 REMOVED 681 32.4 HONEY MESQUITE 15 707 REMOVED 704 29 OSAGE-ORANGE 20 1257 PRESERVED 737 27.3 OSAGE-ORANGE 12 452 REMOVED 750 33.5 HONEY MESQUITE 25 1963 REMOVED 758 31.5 HONEY MESQUITE 30 2827 REMOVED 760 28.9 OSAGE-ORANGE 20 1257 PRESERVED 771 33.5 HONEY MESQUITE 38 4536 PRESERVED 861 28.5 HONEY MESQUITE 15 707 REMOVED 866 32 HONEY MESQUITE 18 1018 REMOVED 885 28.5 HONEY MESQUITE 20 1257 REMOVED 907 29.8 HONEY MESQUITE 20 1257 REMOVED 929 26.9 HONEY MESQUITE 20 1257 REMOVED 967 34.2 OSAGE-ORANGE 25 1963 REMOVED 978 30.2 OSAGE-ORANGE 18 1018 REMOVED 985 28.5 OSAGE-ORANGE 25 1963 REMOVED 987 33.5 OSAGE-ORANGE 25 1963 REMOVED 1003 27.4 OSAGE-ORANGE 25 1963 REMOVED 1011 29.6 OSAGE-ORANGE 25 1963 REMOVED 1024 28.5 OSAGE-ORANGE 20 1257 REMOVED 1025 26.9 OSAGE-ORANGE 25 1963 REMOVED 1061 31.4 OSAGE-ORANGE 25 1963 REMOVED 1066 28.2 OSAGE-ORANGE 25 1963 REMOVED 1080 27.8 OSAGE-ORANGE 25 1963 REMOVED 1090 28.9 OSAGE-ORANGE 25 1963 REMOVED 1104 30.2 OSAGE-ORANGE 25 1963 REMOVED 1107 32.5 HONEY MESQUITE 25 1963 REMOVED 1123 32.6 OSAGE-ORANGE 15 707 REMOVED 1128 27.1 OSAGE-ORANGE 15 707 REMOVED 1129 28.9 OSAGE-ORANGE 15 707 REMOVED 1141 30.4 OSAGE-ORANGE 25 1963 REMOVED 1145 29.1 OSAGE-ORANGE 15 707 REMOVED 1164 32 OSAGE-ORANGE 12 452 REMOVED 1166 29.7 OSAGE-ORANGE 15 707 REMOVED 1222 32.6 OSAGE-ORANGE 25 1963 REMOVED 1224 36.5 OSAGE-ORANGE 25 1963 REMOVED 1225 27.6 OSAGE-ORANGE 18 1018 REMOVED 1249 29.4 OSAGE-ORANGE 25 1963 REMOVED 1260 28 BLACK WILLOW 10 314 REMOVED 1296 31.5 OSAGE-ORANGE 25 1963 REMOVED 1454 28.2 OSAGE-ORANGE 12 452 REMOVED 1456 29.8 OSAGE-ORANGE 12 452 REMOVED 1458 29.6 OSAGE-ORANGE 12 452 REMOVED 1475 27.5 OSAGE-ORANGE 15 707 REMOVED 1484 29.8 OSAGE-ORANGE 15 707 REMOVED 1502 30.4 OSAGE-ORANGE 15 707 PRESERVED 1521 28 OSAGE-ORANGE 18 1018 REMOVED 1544 31.3 OSAGE-ORANGE 20 1257 REMOVED 1550 28.2 OSAGE-ORANGE 15 707 REMOVED 1553 29.3 HONEY MESQUITE 30 2827 REMOVED 1595 28.4 OSAGE-ORANGE 20 1257 REMOVED 1597 30.4 OSAGE-ORANGE 30 2827 REMOVED 1611 27.9 OSAGE-ORANGE 20 1257 REMOVED 1659 28.4 OSAGE-ORANGE 25 1963 REMOVED 1668 27.9 OSAGE-ORANGE 22 1521 REMOVED 1707 36.1 OSAGE-ORANGE 30 2827 REMOVED 1751 29.9 HONEY MESQUITE 25 1963 REMOVED 1792 28.7 OSAGE-ORANGE 25 1963 REMOVED 1814 30.4 HONEY MESQUITE 25 1963 REMOVED 1841 30.4 OSAGE-ORANGE 25 1963 PRESERVED 1887 29.4 OSAGE-ORANGE 30 2827 REMOVED 1900 26.9 OSAGE-ORANGE 20 1257 REMOVED 1914 35.2 OSAGE-ORANGE 25 1963 REMOVED 1917 29.9 OSAGE-ORANGE 25 1963 REMOVED 1927 32.6 OSAGE-ORANGE 25 1963 REMOVED 1996 32 BLACK WILLOW 25 1963 PRESERVED 2002 28 BLACK WILLOW 25 1963 PRESERVED 2034 29.7 HONEY MESQUITE 25 1963 PRESERVED 3079 32.7 HONEY MESQUITE 25 1963 PRESERVED 3106 47.9 HONEY MESQUITE 30 2827 PRESERVED 11477 28.4 HONEY MESQUITE 20 1257 REMOVED TOTALS 3,340 150,834 323 20,402 PRESERVED 3,017 130,433 REMOVED Large Trees Site Credit Spacing Notes Species Pecan 2,000 sqft 40 ft #Carya illinoinensis Deodar Cedar 2,000 sqft 40 ft Cedrus deodara Green Ash 2,000 sqft 40 ft Fraxinus pennsylvanica Southern Magnolia 2,000 sqft 40 ft #Magnolia grandiflora Bur Oak 2,000 sqft 40 ft *Quercus macrocarpa Chinquapin Oak 2,000 sqft 40 ft Quercus muhlenbergii Shumard Oak 2,000 sqft 40 ft #Quercus shumardii Texas Red Oak 2,000 sqft 40 ft Quercus buckleyi Live Oak 2,000 sqft 40 ft *Quercus virginiana American Elm 2,000 sqft 40 ft Ulmus americana Cedar Elm 2,000 sqft 40 ft *Ulmus crassifolia Lacebark Elm 2,000 sqft 40 ft Ulmus parvifolia Medium Trees Site Credit Spacing Notes Species Caddo Maple 700 sqft 25 ft *Acer barbatum var. Caddo Bigtooth Maple 700 sqft 25 ft *Acer grandidentatum Common Persimmon 700 sqft 25 ft Diospyros virginiana Texas Ash 700 sqft 25 ft Fraxinus texensis Ginkgo 700 sqft 25 ft Ginkgo biloba Kentucky Coffeetree 700 sqft 25 ft Gymnocladus dioicus Eastern Red-Cedar 700 sqft 25 ft *Juniperus virginiana Golden Raintree 700 sqft 25 ft Koelreuteria paniculata Eldarica (Afghan) Pine 700 sqft 25 ft *Pinus eldarica Italian Stone Pine 700 sqft 25 ft Pinus pinea Chinese Pistache 700 sqft 25 ft *Pistacia chinensis Honey Mesquite 700 sqft 25 ft *Prosopis glandulosa Blackjack Oak 700 sqft 25 ft *Quercus marilandica Monterrey (Mex. White) Oak 700 sqft 25 ft *Quercus polymorpha Western Soapberry 700 sqft 25 ft *Sapindus drummondii Pond Cypress 700 sqft 25 ft Taxodium ascendens Bald Cypress 700 sqft 25 ft *Taxodium distichum Small Trees Site Credit Spacing Notes Species Japanese Maple 100 sqft 8 ft #Acer palmatum Common Button-bush 100 sqft 8 ft Cephalanthus occidentalis Redbud 100 sqft 8 ft *Cercis canadensis Desert Willow 100 sqft 8 ft *Chilopsis linearis Rough-leaf Dogwood 100 sqft 8 ft #Cornus drummondii Texas Persimmon 100 sqft 8 ft *Diospyros texana Carolina Buckthorn 100 sqft 8 ft #Frangula caroliniana Yaupon Holly 100 sqft 8 ft *Ilex vomitoria Deciduous Holly 100 sqft 8 ft Ilex decidua Creape Myrtle 100 sqft 8 ft *Lagerstroemia indica Mexican Plum 100 sqft 8 ft *Prunus mexicana White Shin Oak 100 sqft 8 ft *Quercus sinuata var. breviloba Flameleaf Sumac 100 sqft 8 ft *Rhus lanceolata Eve's Necklace 100 sqft 8 ft *Sophora affinis Mexican Buckeye 100 sqft 8 ft *Ungnadia speciosa Rusty Blackhaw 100 sqft 8 ft Viburnum rufidulum * Drought tolerant species # Not recommended for parking lots or high heat areas Urban Forestry Plan Checklist Note: The following plan checklist is provided as a service to applicants in order to expedite review by the department. All plans submitted for review are to include a copy of the checklist, calculations, and signed Certification. Submittals made that do not include these items or required plans will be marked as incomplete and will not be routed for review until required elements have been submitted. A.REQUIRED EXHIBITS (pdf) 1.Phase 1 (Existing Conditions) Plan, including easements, right-of-way, and tree protection detail and delineation. 2.Phase 2 (Proposed Development) Plan, including easements, right-of-way, and tree protection delineation. 3.Copy of Plat or Horizontal Control Plan unless applying for Phase 1 permit only. Note: Phase 1 and 2 plans may be combined if all required elements can be clearly shown on one plan. B.PLAN FACE ITEMS 1.Land owner, developer, and preparer names/addresses/phone numbers/other contact info 2.Project name (lower right corner) 3.Project address (existing or temporary) or legal description of property 4.Vicinitymap outlining location with North arrow 5.Plan scale (acceptable options: 1 inch = 10,20,30,40,50, or 60 feet ) 6.Graphic plan scale & North arrow. 7.Corporate City Limits line (if adjacent to property) 8.Date of preparation and any revisions. (lower right corner of plan) 9.All adjacent or interior street names (existing or proposed) 10.Plat name and number 11.Legal Lot or Artificial Lot boundaries (clearly labeled)with declared measurements 12.Scaled depiction of all existing structures and paving 13.Scaled depiction of all existing structures/paving to remain and proposed new structures/paving 14.All existing or proposed regulated utility and drainage channel easements labeled per the plat 15.Individual Existing Tree locations and/or outline of tree canopy 16.Individually labeled Significant Tree locations 17.Individual locations of all new tree plantings 18.Existing Tree Legend with separate Significant Tree Calculations: tree #; species; dbh; canopy area; removed/preserved status; totals 19.New Tree Legend: species; caliper; quantity 20.Sheet Key if multiple sheets 21.Calculations from Pages 2 and 3 of application 22.Tree protection detail and delineation. PI PII Note:PI (PhaseOne)–Existing Conditions Plan PII (Phase Two) – Development Plan CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: October 21, 2020 The Fort Worth Water Department’s Standard Products List has been developed to minimize the submittal review of products which meet the Fort Worth Water Department’s Standard Specifications during utility construction projects. When Technical Specifications for specific products, are included as part of the Construction Contract Documents, the requirements of the Technical Specification will override the Fort Worth Water Department’s Standard Specifications and the Fort Worth Water Department’s Standard Products List and approval of the specific products will be based on the requirements of the Technical Specification whether or not the specific product meets the Fort Worth Water Department’s Standard Specifications or is on the Fort Worth Water Department’s Standard Products List. Table of Content (Click on items to go directly to the page) Items Page A.Water & Sewer 1. Manholes & Bases/Components ........................................................... 1 2.Manholes & Bases/Fiberglass ............................................................... 2 3.Manholes & Bases/Frames & Covers/Rectangular ............................... 3 4.Manholes & Bases/Frames & Covers/Round ....................................... 4 5.Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight .. 5 6.Manholes & Bases/Precast Concrete .................................................... 6 7.Manholes & Bases/Rehab Systems/Cementitious ................................ 7 8.Manholes & Bases/Rehab Systems/NonCementitious ......................... 8 9.Manhole Insert (Field Operations Use Only) ........................................ 9 10. Pipe Casing Spacer ............................................................................... 10 11. Pipes/Ductile Iron ................................................................................. 11 12. Utility Line Marker ............................................................................... 12 B.Sewer 13. Coatings/Epoxy ..................................................................................... 13 14. Coatings/Polyurethane .......................................................................... 14 15. Combination Air Valves ....................................................................... 15 16. Pipes/Concrete ...................................................................................... 16 17. Pipe Enlargement System (Method) ..................................................... 17 18. Pipes/Fiberglass Reinforced Pipe ......................................................... 18 19. Pipes/HDPE .......................................................................................... 19 20. Pipes/PVC (Pressure Sewer) ................................................................. 20 21. Pipes/PVC* ........................................................................................... 21 22. Pipes/Rehab/CIPP ................................................................................. 22 23. Pipes/Rehab/Fold & Form .................................................................... 23 24. Pipes/Open Profile Large Diameter ...................................................... 24 C.Water 25. Appurtenances ....................................................................................... 25 26. Bolts, Nuts, and Gaskets ....................................................................... 26 27. Combination Air Release Valve ........................................................... 27 28. Dry Barrel Fire Hydrants ...................................................................... 28 29. Meters ................................................................................................... 29 30. Pipes/PVC (Pressure Water) ................................................................. 30 31. Pipes/Valves & Fittings/Ductile Iron Fittings ....................................... 31 32. Pipes/Valves & Fittings/Resilient Seated Gate Valve .......................... 32 33. Pipes/Valves & Fittings/Rubber Seated Butterfly Valve ...................... 33 34. Polyethylene Encasement ..................................................................... 34 35. Sampling Stations ................................................................................. 35 36. Automatic Flusher ................................................................................. 36 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeWater & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/16)07/23/97 33 05 13 Urethane Hydrophilic WaterstopAsahi Kogyo K.K.Adeka Ultra-Seal P-201ASTM D2240/D412/D79204/26/00 33 05 13 Offset Joint for 4' Diam. MHHanson Concrete ProductsDrawing No. 35-0048-00104/26/00 33 05 13 Profile Gasket for 4' Diam. MH.Press-Seal Gasket Corp.250-4G GasketASTM C-443/C-361SS MH1/26/99 33 05 13 HDPE Manhole Adjustment RingsLadtech, IncHDPE Adjustment RingNon-traffic area5/13/05 33 05 13 Manhole External WrapCanusa - CPSWrapidSeal Manhole Encapsulation SystemCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.* From Original Standard Products ListClick to Return to the Table of Content1Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Fiberglass 33-39-13 (1/8/13)1/26/99 33 39 13 Fiberglass ManholeFluid Containment, Inc.FlowtiteASTM 3753Non-traffic area08/30/06 33 39 13 Fiberglass ManholeL.F. ManufacturingNon-traffic area* From Original Standard Products ListClick to Return to the Table of Content2Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16)*33 05 13 Manhole Frames and CoversWestern Iron Works, Bass & Hays Foundry100124"x40" WD* From Original Standard Products ListClick to Return to the Table of Content3Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16)*33 05 13 Manhole Frames and CoversWestern Iron Works, Bass & Hays Foundry3002424" Dia.*33 05 13 Manhole Frames and CoversMcKinley Iron Works Inc.A 24 AM24" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryR-1272ASTM A48 & AASHTO M30624" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryR- 165-LM (Hinged)ASTM A48 & AASHTO M30624" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryNF 1274ASTM A48 & AASHTO M30630" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryR-1743-LM (Hinged)ASTM A48 & AASHTO M30630" dia.33 05 13 Manhole Frames and CoversSigma CorporationMH-144N33 05 13 Manhole Frames and CoversSigma CorporationMH-143N33 05 13 Manhole Frames and CoversPont-A-MoussonGTS-STD24" dia.33 05 13 Manhole Frames and CoversNeenah Casting24" dia.10/31/06 33 05 13 Manhole Frames and Covers (Hinged)PowersealHinged Ductile Iron Manhole ASTM A53624" Dia.7/25/03 33 05 13 Manhole Frames and CoversSaint-Gobain Pipelines (Pamrex/rexus)RE32-R8FS30" Dia.01/31/06 33 05 1330" Dia. MH Ring and CoverEast Jordan Iron WorksV1432-2 and V1483 DesignsAASHTO M306-0430" Dia.11/02/10 33 05 1330" Dia. MH Ring and CoverSigma CorporationMH1651FWN & MH1650230" Dia07/19/11 33 05 1330" Dia. MH Ring and CoverStar Pipe ProductsMH32FTWSS-DC 30" Dia08/10/11 33 05 1330" Dia. MH Ring and CoverAccucast220700 Heavy Duty with Gasket Ring30" Dia10/14/13 33 05 1330" Dia. MH Ring and Cover (Hinged & Lockable)East Jordan Iron Works 30" ERGO XL Assembly with Cam Lock/MPIC/T-Gasket ASSHTO M105 & ASTM A53630" Dia06/01/17 34 05 1330" Dia. MH Ring and Cover (Hinged & Lockable) CISIP Industries2280 (32")ASTM A 4830" Dia.09/16/19 33 05 13.1030" Dia. MH Ring and Cover Composite Access Products, L.P.CAP-ONE-30-FTW, Composite, w/ Lock w/o Hing30" Dia.* From Original Standard Products ListClick to Return to the Table of Content4Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/16)*33 05 13 Manhole Frames and CoversPont-A-MoussonPamtight24" Dia.*33 05 13 Manhole Frames and CoversNeenah Casting24" Dia.*33 05 13 Manhole Frames and CoversWestern Iron Works,Bass & Hays Foundry300-24P24" Dia.*33 05 13 Manhole Frames and CoversMcKinley Iron Works Inc.WPA24AM24" Dia.03/08/00 33 05 13 Manhole Frames and CoversAccucastRC-2100ASTM A 4824" Dia.04/20/01 33 05 13 Manhole Frames and Covers(SIP)Serampore Industries Private Ltd.300-24-23.75 Ring and CoverASTM A 4824" Dia.* From Original Standard Products ListClick to Return to the Table of Content5Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Precast Concrete (Rev 1/8/13)*33 39 10 Manhole, Precast ConcreteHydro Conduit CorpSPL Item #49ASTM C 47848"*33 39 10 Manhole, Precast ConcreteWall Concrete Pipe Co. Inc.ASTM C-44348"09/23/96 33 39 10 Manhole, Precast ConcreteConcrete Product Inc.48" I.D. Manhole w/ 32" ConeASTM C 47848" w/32" cone05/08/18 33 39 10 Manhole, Precast ConcreteThe Turner Company48", 60" I.D. Manhole w/ 32" ConeASTM C 47848", 60"10/27/06 33 39 10 Manhole, Precast ConcreteOldcastle Precast Inc.48" I.D. Manhole w/ 24" ConeASTM C 47848" Diam w 24" Ring06/09/10 33 39 10 Manhole, Precast (Reinforce Polymer)ConcreteUS Composite PipeReinforced Polymer Concrete ASTM C-7648" to 72"09/06/19 33 39 20 Manhole, Precast ConcreteForterra Pipe and Precast60" & 72" I.D. Manhole w/32" ConeASTM C-7660" & 72"* From Original Standard Products ListClick to Return to the Table of Content6Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Rehab Systems/Cementitious*E1-14 Manhole Rehab SystemsQuadex04/23/01E1-14 Manhole Rehab SystemsStandard Cement Materials, Inc.Reliner MSPE1-14 Manhole Rehab SystemsAP/M Permaform4/20/01E1-14 Manhole Rehab SystemStrong CompanyStrong Seal MS2A Rehab System5/12/03E1-14 Manhole Rehab System (Liner)Poly-triplex TechnologiesMH repair product to stop infiltrationASTM D581308/30/06General Concrete RepairFlexKrete TechnologiesVinyl Polyester Repair ProductMisc. Use* From Original Standard Products ListClick to Return to the Table of Content7Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Rehab Systems/NonCementitious05/20/96E1-14 Manhole Rehab SystemsSprayroq, Spray Wall Polyurethane CoatingASTM D639/D790*E1-14 Manhole Rehab SystemsSun Coast12/14/01Coating for Corrosion protection(Exterior)ERTECHSeries 20230 and 2100 (Asphatic Emulsion)For Exterior Coating of Concrete Structures Only01/31/06Coatings for Corrosion ProtectionChestertonArc 791, S1HB, S1, S2Acid Resistance TestSewer Applications8/28/2006Coatings for Corrosion ProtectionWarren EnvironmentalS-301 and M-301Sewer Applications08/30/06Coatings for Corrosion ProtectionCitadelSLS-30 Solids EpoxySewer Applications03/19/1833 05 16, 33 39 10, 33 39 20 Coating for Corrosion protection(Exterior)Sherwin WilliamsRR&C Dampproofing Non-Fibered Spray Grade (Asphatic Emulsion)For Exterior Coating of Concrete Structures Only* From Original Standard Products ListClick to Return to the Table of Content8Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manhole Inserts - Field Operations Use Only (Rev 2/3/16)*33 05 13 Manhole InsertKnutson EnterprisesMade to Order - PlasticASTM D 1248For 24" dia.*33 05 13 Manhole InsertSouth Western PackagingMade to Order - PlasticASTM D 1248For 24" dia.*33 05 13 Manhole InsertNoflow-InflowMade to Order - PlasticASTM D 1248For 24" dia.09/23/96 33 05 13 Manhole InsertSouthwestern Packing & Seals, Inc.LifeSaver - Stainless SteelFor 24" dia.09/23/96 33 05 13 Manhole InsertSouthwestern Packing & Seals, Inc.TetherLok - Stainless SteelFor 24" dia* From Original Standard Products ListClick to Return to the Table of Content9Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Pipe Casing Spacers 33-05-24 (07/01/13)11/04/02Steel Band Casing SpacersAdvanced Products and Systems, Inc.Carbon Steel Spacers, Model SI02/02/93Stainless Steel Casing SpacerAdvanced Products and Systems, Inc.Stainless Steel Spacer, Model SSI04/22/87Casing SpacersCascade Waterworks ManufacturingCasing Spacers09/14/10Stainless Steel Casing SpacerPipeline Seal and InsulatorStainless Steel Casing SpacerUp to 48"09/14/10Coated Steel Casin SpacersPipeline Seal and InsulatorCoated Steel Casin SpacersUp to 48" 05/10/11Stainless Steel Casing SpacerPowerseal4810 PowerchockUp to 48"03/19/18Casing SpacersBWMSS-12 Casing Spacer(Stainless Steel)03/19/18Casing SpacersBWMFB-12 Casing Spacer (Coated Carbon Steel) for Non_pressure Pipe and Grouted Casing* From Original Standard Products ListClick to Return to the Table of Content10Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Pipes/Ductile Iron 33-11-10(1/8/13)*33 11 10 Ductile Iron PipeGriffin Pipe Products, Co.Super Bell-Tite Ductile Iron Pressure Pipe, AWWA C150, C1513" thru 24"08/24/18 33 11 10 Ductile Iron PipeAmerican Ductile Iron Pipe Co.American Fastite Pipe (Bell Spigot)AWWA C150, C1514" thru 30"08/24/18 33 11 10 Ductile Iron PipeAmerican Ductile Iron Pipe Co.American Flex Ring (Restrained Joint)AWWA C150, C1514" thru 30"*33 11 10 Ductile Iron PipeU.S. Pipe and Foundry Co.AWWA C150, C151*33 11 10 Ductile Iron PipeMcWane Cast Iron Pipe Co.AWWA C150, C151* From Original Standard Products ListClick to Return to the Table of Content11Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Utility Line Marker (08/24/2018)* From Original Standard Products ListClick to Return to the Table of Content12Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Coatings/Epoxy 33-39-60 (01/08/13)02/25/02Epoxy Lining SystemSauereisen, IncSewerGard 210RSLA County #210-1.3312/14/01Epoxy Lining SystemErtech Technical CoatingsErtech 2030 and 2100 Series04/14/05Interior Ductile Iron Pipe CoatingInduronProtecto 401ASTM B-117Ductile Iron Pipe Only01/31/06Coatings for Corrosion ProtectionChestertonArc 791, S1HB, S1, S2Acid Resistance TestSewer Applications8/28/2006Coatings for Corrosion ProtectionWarren EnvironmentalS-301 and M-301Sewer Applications* From Original Standard Products ListClick to Return to the Table of Content13Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Coatings/Polyurethane* From Original Standard Products ListClick to Return to the Table of Content14Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Combination Air Valves 05/25/18 33-31-70 Air Release ValveA.R.I. USA, Inc.D025LTP02(Composite Body)2"* From Original Standard Products ListClick to Return to the Table of Content15Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/Concrete*E1-04 Conc. Pipe, ReinforcedWall Concrete Pipe Co. Inc.ASTM C 76*E1-04 Conc. Pipe, ReinforcedHydro Conduit CorporationClass III T&G, SPL Item #77ASTM C 76*E1-04 Conc. Pipe, ReinforcedHanson Concrete ProductsSPL Item #95-Manhole, #98- PipeASTM C 76*E1-04 Conc. Pipe, ReinforcedConcrete Pipe & Products Co. Inc.ASTM C 76* From Original Standard Products ListClick to Return to the Table of Content16Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipe Enlargment System (Method)33-31-23 (01/18/13)PIM SystemPIM CorporationPolyethylenePIM Corp., Piscata Way, N.J. Approved PreviouslyMcConnell SystemsMcLat ConstructionPolyethyleneHouston, TexasApproved PreviouslyTRS SystemsTrenchless Replacement SystemPolyethyleneCalgary, CanadaApproved Previously* From Original Standard Products ListClick to Return to the Table of Content17Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipe/Fiberglass Reinforced Pipe 33-31-13(1/8/13)7/21/97 33 31 13 Cent. Cast FiberglassHobas Pipe USA, Inc.Hobas Pipe (Non-Pressure)ASTM D3262/D375403/22/10 33 31 13 Fiberglass PipeAmeronBondstrand RPMP PipeASTM D3262/D375410/30/03Glass-Fiber Reinforced Polymer PipeThompson Pipe GroupFlowtiteASTM D3262/D37544/14/05Polymer Modified Concrete PipeAmitech USAMeyer Polycrete PipeASTM C33, A276, F4778" to 102", Class V06/09/10E1-9 Reinforced Polymer Concrete PipeUS Composite PipeReinforced Polymer Concrete PipeASTM C-76* From Original Standard Products ListClick to Return to the Table of Content18Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/HDPE 33-31-23(1/8/13)*High-density polyethylene pipePhillips Driscopipe, Inc.Opticore Ductile Polyethylene PipeASTM D 12488"*High-density polyethylene pipePlexco Inc.ASTM D 12488"*High-density polyethylene pipePolly Pipe, Inc.ASTM D 12488"High-density polyethylene pipeCSR Hydro Conduit/Pipeline SystemsMcConnell Pipe EnlargementASTM D 1248* From Original Standard Products ListClick to Return to the Table of Content19Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/PVC (Pressure Sewer) 33-11-12 (4/1/13)12/02/11 33-11-12 DR-14 PVC Pressure PipePipelife JetstreamPVC Pressure PipeAWWA C9004" thru 12"10/22/14 33-11-12 DR-14 PVC Pressure PipeRoyal Building ProductsRoyal Seal PVC Pressure PipeAWWA C9004" thru 12"* From Original Standard Products ListClick to Return to the Table of Content20Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/PVC* 33-31-20 (7/1/13)*33-31-20 PVC Sewer PipeJ-M Manufacturing Co., Inc. (JM Eagle)SDR-26ASTM D 30344" - 15"12/23/97* 33-31-20 PVC Sewer PipeDiamond Plastics CorporationSDR-26ASTM D 30344" thru 15"*33-31-20 PVC Sewer PipeLamson Vylon PipeASTM F 7894" thru 15"01/18/18 33-31-20 PVC Sewer PipeVinyltech PVC PipeGravity SewerASTM D30344" thru 15"11/11/98 33-31-20 PVC Sewer PipeDiamond Plastics Corporation "S" Gravity Sewer PipeASTM F 67918" to 27"*33-31-20 PVC Sewer PipeJ-M Manufacturing Co, Inc. (JM Eagle)SDR 26/35 PS 115/46ASTM F 67918" - 27"09/11/12 33-31-20 PVC Sewer PipePipelife Jet StreamSDR-26 and SDR-35ASTM F-67918"05/06/0533-31-20PVC Solid Wall PipeDiamond Plastics CorporationSDR 26/35 PS 115/46ASTM F-67918" to 48"04/27/0633-31-20PVC Sewer Fittings HarcoSDR-26 and SDR-35 Gasket Fittings ASTM D-3034, D-1784, etc4" - 15"*33-31-20PVC Sewer FittingsPlastic Trends, In.cGasketed PVC Sewer Main FittingsASTM D 30343/19/2018 33 31 20 PVC Sewer PipePipelife Jet StreamSDR 35ASTM F67918"- 24"3/19/2018 33 31 20 PVC Sewer PipePipelife Jet StreamSDR 26ASTM D30344"- 15"3/29/2019 33 31 20Gasketed Fittings (PVC)GPK Products, Inc.SDR 26ASTM D3034/F-6794"- 15"10/21/2020 33 31 20 PVC Sewer PipeNAPCOSDR 26ASTM D30344" - 15"10/22/2020 33 31 20 PVC Sewer PipeSanderson Pipe Corp.SDR 26ASTM D30344"- 15"10/21/2020 33 31 20 PVC Sewer PipeNAPCOSDR 26/35 PS 115/46ASTM F-67918"- 36"* From Original Standard Products ListClick to Return to the Table of Content21Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/Rehab/CIPP 33-31-12 (01/18/13)*Cured in Place PipeInsituform Texark, IncASTM F 121605/03/99Cured in Place PipeNational Envirotech GroupNational Liner, (SPL) Item #27ASTM F-1216/D-581305/29/96Cured in Place PipeReynolds Inc/Inliner Technolgy (Inliner USA)Inliner TechnologyASTM F 1216* From Original Standard Products ListClick to Return to the Table of Content22Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/Rehab/Fold & Form*Fold and Form PipeCullum Pipe Systems, Inc.11/03/98Fold and Form PipeInsituform Technologies, Inc.Insituform "NuPIpe"ASTM F-1504Fold and Form PipeAmerican Pipe & Plastics, Inc.Demo. Purpose Only12/04/00Fold and Form PipeUltralinerUltraliner PVC Alloy PipelinerASTM F-1504, 1871, 186706/09/03Fold and Form PipeMiller Pipeline Corp.EX MethodASTM F-1504, F-1947Up to 18" diameter* From Original Standard Products ListClick to Return to the Table of Content23Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/Open Profile Large Diameter09/26/91 E100-2 PVC Sewer Pipe, RibbedLamson Vylon PipeCarlon Vylon H.C. Closed Profile Pipe,ASTM F 67918" to 48"09/26/91 E100-2 PVC Sewer Pipe, RibbedExtrusion Technologies, Inc.Ultra-Rib Open Profile Sewer PipeASTM F 67918" to 48"E100-2 PVC Sewer Pipe, RibbedUponor ETI Company11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Double WallAdvanced Drainage Systems (ADS) SaniTite HP Double Wall (Corrugated)ASTM F 273624"-30"11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Triple WallAdvanced Drainage Systems (ADS)SaniTite HP Triple Wall PipeASTM F 276430" to 60"05/16/11Steel Reinforced Polyethylene PipeConTech Construction ProductsDurmaxxASTM F 256224" to 72"* From Original Standard Products ListClick to Return to the Table of Content24Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Appurtenances 33-12-10 (07/01/13)01/18/18 33-12-10 Double Strap SaddleRomac202NS Nylon CoatedAWWA C8001"-2" SVC, up to 24" Pipe08/28/02Double Strap SaddleSmith Blair #317 Nylon Coated Double Strap Saddle07/23/12 33-12-10 Double Strap Service SaddleMueller CompanyDR2S Double (SS) Strap DI SaddleAWWA C8001"-2" SVC, up to 24" Pipe10/27/87Curb Stops-Ball Meter ValvesMcDonald6100M,6100MT & 610MT 3/4" and 1"10/27/87Curb Stops-Ball Meter ValvesMcDonald4603B, 4604B, 6100M, 6100TM and 6101M 1½" and 2"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesFord Meter Box Co., Inc.FB600-7NL, FB1600-7-NL, FV23-777-W-NL, L22-77NLAWWA C8002"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesFord Meter Box Co., Inc.FB600-6-NL, FB1600-6-NL, FV23-666-W-NL, L22-66NLAWWA C8001-1/2"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesFord Meter Box Co., Inc.FB600-4-NL, FB1600-4-NL, B11-444-WR-NL, B22444-WR-NL, L28-44NLAWWA C8001"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesMueller Co., Ltd.B-25000N, B-24277N-3, B-20200N-3, H-15000N, , H-1552N, H142276NAWWA C800, ANSF 61, ANSI/NSF 3722"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesMueller Co., Ltd.B-25000N, B-20200N-3, B-24277N-3,H-15000N, H-14276N, H-15525NAWWA C800, ANSF 61, ANSI/NSF 3721-1/2"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesMueller Co., Ltd.B-25000N, B-20200N-3,H-15000N, H-15530NAWWA C800, ANSF 61, ANSI/NSF 3721"01/26/00Coated Tapping Saddle with Double SS StrapsJCM Industries, Inc.#406 Double Band SS Saddle1"-2" Taps on up to 12" 0/5/21/12 33-12-25 Tapping Sleeve (Coated Steel)JCM Industries, Inc.412 Tapping Sleeve ESSAWWA C-223Up to 30" w/12" Out05/10/11Tapping Sleeve (Stainless Steel)Powerseal3490AS (Flange) & 3490MJ4"-8" and 16"02/29/12 33-12-25 Tapping Sleeve (Coated Steel)RomacFTS 240AWWA C-223U p to 42" w/24" Out02/29/12 33-12-25 Tapping Sleeve (Stainless Steel)RomacSST Stainless SteelAWWA C-223Up to 24" w/12" Out02/29/12 33-12-25 Tapping Sleeve (Stainless Steel)RomacSST III Stainless SteelAWWA C-223Up to 30" w/12" Out05/10/11Joint Repair ClampPowerseal3232 Bell Joint Repair Clamp4" to 30"Plastic Meter Box w/Composite LidDFW Plastics Inc.DFW37C-12-1EPAF FTWPlastic Meter Box w/Composite LidDFW Plastics Inc.DFW39C-12-1EPAF FTW08/30/06Plastic Meter Box w/Composite LidDFW Plastics Inc.DFW65C-14-1EPAF FTWClass "A"Concrete Meter BoxBass & HaysCMB37-B12 1118 LID-9Concrete Meter BoxBass & HaysCMB-18-Dual 1416 LID-9Concrete Meter BoxBass & HaysCMB65-B65 1527 LID-9* From Original Standard Products ListClick to Return to the Table of Content25Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Bolts, Nuts, and Gaskets 33-11-05 (01/08/13)* From Original Standard Products ListClick to Return to the Table of Content26Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Combination Air Release 33-31-70 (01/08/13)*E1-11 Combination Air Release ValveGA Industries, Inc.Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A 240 - float, ASTM A 307 - Cover Bolts1" & 2"*E1-11 Combination Air Release ValveMultiplex Manufacturing Co.Crispin Air and Vacuum Valves, Model No. 1/2", 1" & 2"*E1-11 Combination Air Release ValveValve and Primer Corp.APCO #143C, #145C and #147C1", 2" & 3"* From Original Standard Products ListClick to Return to the Table of Content27Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Dry Barrel Fire Hydrants 33-12-40 (01/15/14)10/01/87 E-1-12 Dry Barrel Fire HydrantAmerican-Darling ValveDrawing Nos. 90-18608, 94-18560AWWA C-50203/31/88 E-1-12 Dry Barrel Fire HydrantAmerican Darling ValveShop Drawing No. 94-18791 AWWA C-50209/30/87 E-1-12 Dry Barrel Fire HydrantClow CorporationShop Drawing No. D-19895AWWA C-50201/12/93 E-1-12 Dry Barrel Fire HydrantAmerican AVK CompanyModel 2700AWWA C-50208/24/88 E-1-12 Dry Barrel Fire HydrantClow CorporationDrawings D20435, D20436, B20506AWWA C-502E-1-12 Dry Barrel Fire HydrantITT Kennedy ValveShop Drawing No. D-80783FWAWWA C-50209/24/87 E-1-12 Dry Barrel Fire HydrantM&H Valve CompanyShop Drawing No. 13476AWWA C-50210/14/87 E-1-12 Dry Barrel Fire HydrantMueller CompanyShop Drawings No. 6461 A-423 CenturionAWWA C-50201/15/88E1-12 Dry Barrel Fire HydrantMueller CompanyShop Drawing FH-12A-423 Super Centurion 200AWWA C-50210/09/87 E-1-12 Dry Barrel Fire HydrantU.S. Pipe & FoundryShop Drawing No. 960250AWWA C-50209/16/87 E-1-12 Dry Barrel Fire HydrantWaterous CompanyShop Drawing No. SK740803AWWA C-50208/12/16 33-12-40 Dry Barrel Fire HydrantEJ (East Jordan Iron Works)WaterMaster 5CD250* From Original Standard Products ListClick to Return to the Table of Content28Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Meters02/05/93 E101-5 Detector Check MeterAmes CompanyModel 1000 Detector Check ValveAWWA C5504" - 10"08/05/04Magnetic Drive Vertical TurbineHerseyMagnetic Drive VerticalAWWA C701, Class 13/4" - 6"* From Original Standard Products ListClick to Return to the Table of Content29Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Pipes/PVC (Pressure Water) 33-31-70 (01/08/13)01/18/18 33-11-12 PVC Pressure PipeVinyltech PVC PipeAWWA C900, AWWA C605, ASTM D17844"-12"3/19/2018 33 11 12 PVC Pressure PipePipelife Jet StreamDR14AWWA C9004"-12"3/19/2018 33 11 12 PVC Pressure PipePipelife Jet StreamDR18AWWA C90016"-24"5/25/2018 33 11 12 PVC Pressure PipeDiamond Plastics CorporationDR 14AWWA C9004"-12"5/25/2018 33 11 12 PVC Pressure PipeDiamond Plastics CorporationTrans 21, DR 14, DR 18AWWA C90016"-24"12/6/2018 33 11 12 PVC Pressure PipeJ-M Manifacturing Co., Inc d/b/a JM EagleDR 14"Blue Brute"AWWA C900-16UL 1285ANSI/NSF 61FM 16124"-12"12/6/2018 33 11 12 PVC Pressure PipeJ-M Manifacturing Co., Inc d/b/a JM EagleDR 18"Blue Brute"AWWA C900-16UL 1285ANSI/NSF 61FM 161216"-24"9/6/2019 33 11 12 PVC Pressure PipeUnderground Solutions Inc.DR14 Fusible PVCAWWA C9004" - 8"9/6/2019 33 11 12 PVC Pressure PipeNAPCODR18AWWA C90016" - 24"9/6/2019 33 11 12 PVC Pressure PipeNAPCODR14AWWA C9004"- 12"9/6/2019 33 11 12 PVC Pressure PipeSanderson Pipe Corp.DR14AWWA C9004"- 12"* From Original Standard Products ListClick to Return to the Table of Content30Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Pipes/Valves & Fittings/Ductile Iron Fittings 33-11-11 (01/08/13)07/23/92E1-07 Ductile Iron FittingsStar Pipe Products, Inc.Mechanical Joint FittingsAWWA C153 & C110*E1-07 Ductile Iron FittingsGriffin Pipe Products, Co.Mechanical Joint FittingsAWWA C 110*E1-07 Ductile Iron FittingsMcWane/Tyler Pipe/ Union Utilities DivisionMechanical Joint Fittings, SSB Class 350AWWA C 153, C 110, C 11108/11/98E1-07 Ductile Iron FittingsSigma, Co.Mechanical Joint Fittings, SSB Class 351AWWA C 153, C 110, C 11202/26/14E1-07 MJ FittingsAccucastClass 350 C-153 MJ FittingsAWWA C1534"-12"05/14/98E1-07 Ductile Iron Joint RestraintsFord Meter Box Co./Uni-FlangeUni-Flange Series 1400 AWWA C111/C1534" to 36"05/14/98E1-24 PVC Joint RestraintsFord Meter Box Co./Uni-FlangeUni-Flange Series 1500 Circle-LockAWWA C111/C1534" to 24" 11/09/04E1-07 Ductile Iron Joint RestraintsOne Bolt, Inc.One Bolt Restrained Joint FittingAWWA C111/C116/C1534" to 12"02/29/12 33-11-11 Ductile Iron Pipe Mechanical Joint RestraintEBAA Iron, Inc.Megalug Series 1100 (for DI Pipe)AWWA C111/C116/C1534" to 42"02/29/12 33-11-11 PVC Pipe Mechanical Joint RestraintEBAA Iron, Inc.Megalug Series 2000 (for PVC Pipe)AWWA C111/C116/C1534" to 24"08/05/04E1-07 Mechanical Joint Retainer Glands(PVC)Sigma, Co.Sigma One-Lok SLC4 - SLC10AWWA C111/C1534" to 10"03/06/19 33-11-11 Mechanical Joint Retainer Glands(PVC)Sigma, Co.Sigma One-Lok SLCS4 - SLCS12AWWA C111/C1534" to 12"08/05/04E1-07 Mechanical Joint Retainer Glands(PVC)Sigma, Co.Sigma One-Lok SLCEAWWA C111/C15312" to 24"08/10/98E1-07 MJ Fittings(DIP)Sigma, Co.Sigma One-Lok SLDEAWWA C1534" - 24"10/12/10E1-24 Interior Restrained Joint SystemS & B Techncial ProductsBulldog System ( Diamond Lok 21 & JM Eagle ASTM F-16244" to 12"08/16/06E1-07 Mechanical Joint FittingsSIP Industries(Serampore)Mechanical Joint FittingsAWWA C1534" to 24"11/07/16 33-11-11 Mechanical Joint Retainer GlandsStar Pipe Products, Inc.PVC Stargrip Series 4000ASTM A536 AWWA C11111/07/16 33-11-11 Mechanical Joint Retainer GlandsStar Pipe Products, Inc.DIP Stargrip Series 3000ASTM A536 AWWA C11103/19/18 33-11-11 Mechanical Joint Retainer GlandsSIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Black For DIPASTM A536 AWWA C1113"-48"03/19/18 33-11-11 Mechanical Joint Retainer GlandsSIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Red for C900 DR14 PVC PipeASTM A536 AWWA C1114"-12"03/19/18 33-11-11 Mechanical Joint Retainer GlandsSIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Red for C900 DR18 PVC PipeASTM A536 AWWA C11116"-24"* From Original Standard Products ListClick to Return to the Table of Content31Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Pipes/Valves & Fittings/Resilient Seated Gate Valve* 33-12-20 (05/13/15)Resilient Wedged Gate Valve w/no GearsAmerican Flow ControlSeries 2500 Drawing # 94-2024716"12/13/02Resilient Wedge Gate ValveAmerican Flow ControlSeries 2530 and Series 2536AWWA C51530" and 36"08/31/99Resilient Wedge Gate ValveAmerican Flow ControlSeries 2520 & 2524 (SD 94-20255)AWWA C51520" and 24"05/18/99Resilient Wedge Gate ValveAmerican Flow ControlSeries 2516 (SD 94-20247)AWWA C51516"10/24/00E1-26 Resilient Wedge Gate ValveAmerican Flow ControlSeries 2500 (Ductile Iron)AWWA C5154" to 12"08/05/04Resilient Wedge Gate ValveAmerican Flow Control42" and 48" AFC 2500AWWA C51542" and 48"05/23/91E1-26 Resilient Wedge Gate ValveAmerican AVK CompanyAmerican AVK Resilient Seaded GVAWWA C5094" to 12"01/24/02E1-26 Resilient Wedge Gate ValveAmerican AVK Company20" and smaller*E1-26 Resilient Seated Gate ValveKennedy4" - 12"*E1-26 Resilient Seated Gate ValveM&H4" - 12"*E1-26 Resilient Seated Gate ValveMueller Co.4" - 12"11/08/99Resilient Wedge Gate Valve Mueller Co.Series A2361 (SD 6647)AWWA C51516"01/23/03Resilient Wedge Gate ValveMueller Co.Series A2360 for 18"-24" (SD 6709)AWWA C51524" and smaller05/13/05Resilient Wedge Gate ValveMueller Co.Mueller 30" & 36", C-515AWWA C51530" and 36"01/31/06Resilient Wedge Gate ValveMueller Co.Mueller 42" & 48", C-515AWWA C51542" and 48"01/28/88E1-26 Resilient Wedge Gate ValveClow Valve Co.AWWA C5094" - 12"10/04/94Resilient Wedge Gate ValveClow Valve Co.16" RS GV (SD D-20995)AWWA C51516"11/08/99E1-26 Resilient Wedge Gate ValveClow Valve Co.Clow RW Valve (SD D-21652)AWWA C51524" and smaller11/29/04Resilient Wedge Gate Valve Clow Valve Co.Clow 30" & 36" C-515AWWA C51530" and 36" (Note 3)11/30/12Resilient Wedge Gate ValveClow Valve Co.Clow Valve Model 2638AWWA C51524" to 48" (Note 3)05/08/91E1-26 Resilient Seated Gate ValveStockham Valves & FittingsAWWA C 509, ANSI 420 - stem, ASTM A 276 Type 304 - Bolts & nuts4" - 12"*E1-26 Resilient Seated Gate ValveU.S. Pipe and Foundry Co.Metroseal 250, requirements SPL #743" to 16"10/26/16 33-12-20 Resilient Seated Gate ValveEJ (East Jordan Iron Works)EJ FlowMaster Gate Valve & Boxes08/24/18Matco Gate Valve Matco-Norca225 MRAWWA/ANSI C115/An21.154" to 16"* From Original Standard Products ListClick to Return to the Table of Content32Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Pipes/Valves & Fittings/Rubber Seated Butterfly Valve 33-12-21 (07/10/14)*E1-30 Rubber Seated Butterfly ValveHenry Pratt Co.AWWA C-50424"*E1-30 Rubber Seated Butterfly ValveMueller Co.AWWA C-50424"and smaller1/11/99E1-30 Rubber Seated Butterfly ValveDezurik Valves Co.AWWA C-50424" and larger06/12/03E1-30 Valmatic American Butterfly ValveValmatic Valve and Manufacturing Corp. Valmatic American Butterfly Valve.AWWA C-504Up to 84" diameter04/06/07E1-30 Rubber Seated Butterfly ValveM&H ValveM&H Style 4500 & 1450 AWWA C-50424" to 48"03/19/18 33 12 21 Rubber Seated Butterfly ValveG. A. Industries (Golden Anderson)AWWA C504 Butterfly ValveAWWA C-50430"-54"* From Original Standard Products ListClick to Return to the Table of Content33Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Polyethylene Encasement 33-11-10 (01/08/13)05/12/05E1-13 Polyethylene EncasmentFlexsol PackagingFulton Enterprises AWWA C1058 mil LLD05/12/05E1-13 Polyethylene EncasmentMountain States Plastics (MSP) and AEP Ind.Standard HardwareAWWA C1058 mil LLD05/12/05E1-13 Polyethylene EncasmentAEP IndustriesBullstrong by Cowtown Bolt & GasketAWWA C1058 mil LLD09/06/19 33-11-11 Polyethylene EncasmentNorthtown Products Inc. PE Encasement fro DIPAWWA C1058 mil LLD* From Original Standard Products ListClick to Return to the Table of Content34Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Sampling Station3/12/96Water Sampling StationWater PlusB20 Water Sampling Station* From Original Standard Products ListClick to Return to the Table of Content35Updated: 10/21/2020 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Automatic Flusher10/21/20Automated Flushing SystemMueller HydroguardHG6-A-IN-2-BRN-LPRR(Portable) HG2-A-IN--2-PVC-018-LPLG(Permanent)* From Original Standard Products ListClick to Return to the Table of Content36Updated: 10/21/2020