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Contract 54560-PM1
PROJECT MANUAL FOR THE CONSTRUCTION OF PAVING & LIGHTING IMPROVEMENTS TO SERVE 901 W. VICKERY BLVD. IPRC Record No. IPRC20-0048 City Project No. 102727 FID No. 30114-0200431-102727-E07685 File No. K-2767 X File No. X-26409 Betsy Price David Cooke Mayor City Manager Christopher P. Harder, P.E. Director, Water Department William Johnson Director, Transportation and Public Works Department Prepared for The City of Fort Worth August 2020 Prepared by: Texas Registered Engineering Firm F-928 801 Cherry Street, Suite 1300, Unit 11 Fort Worth, TX 76102 817.339.2285 Kimley-Horn No. 064464008 8/21/2020 CSC No. 54560-PM1 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 of 5 CITY OF FORT WORTH PAVING & LIGHTING IMPROVEMENTS TO SERVE 901 W VICKERY BLVD STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No.102727 DEVELOPER AWARDED PROJECTS 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 PAVING & LIGHTING IMPROVEMENTS TO SERVE 901 W VICKERY BLVD STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No.102727 DEVELOPER AWARDED PROJECTS 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 Division 02 - Existing Conditions Date Modified NONE Division 03 - Concrete NONE Division 26 - Electrical NONE Division 31 - Earthwork NONE Division 32 - Exterior Improvements NONE Division 33 - Utilities NONE Division 34 - Transportation 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 Last Revised 02 41 13 Selective Site Demolition 12/20/2012 02 41 14 Utility Removal/Abandonment 12/20/2012 02 41 15 Paving Removal 02/02/2016 Division 03 - Concrete 03 30 00 Cast-In-Place Concrete 12/20/2012 03 34 13 Controlled Low Strength Material (CLSM)12/20/2012 03 34 16 Concrete Base Material for Trench Repair 12/20/2012 03 80 00 Modifications to Existing Concrete Structures 12/20/2012 Division 26 - Electrical 26 05 00 Common Work Results for Electrical 11/22/2013 26 05 10 Demolition for Electrical Systems 12/20/2012 26 05 33 Raceways and Boxes for Electrical Systems 12/20/2012 26 05 43 Underground Ducts and Raceways for Electrical Systems 07/01/2011 26 05 50 Communications Multi-Duct Conduit 02/26/2016 Division 31 - Earthwork 31 10 00 Site Clearing 12/20/2012 31 23 16 Unclassified Excavation 01/28/2013 31 23 23 Borrow 01/28/2013 31 24 00 Embankments 01/28/2013 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 5 CITY OF FORT WORTH PAVING & LIGHTING IMPROVEMENTS TO SERVE 901 W VICKERY BLVD STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No.102727 DEVELOPER AWARDED PROJECTS Revised March 20, 2020 31 25 00 Erosion and Sediment Control 12/20/2012 31 36 00 Gabions 12/20/2012 31 37 00 Riprap 12/20/2012 Division 32 - Exterior Improvements 32 01 17 Permanent Asphalt Paving Repair 12/20/2012 32 01 18 Temporary Asphalt Paving Repair 12/20/2012 32 01 29 Concrete Paving Repair 12/20/2012 32 11 23 Flexible Base Courses 12/20/2012 32 11 29 Lime Treated Base Courses 12/20/2012 32 11 33 Cement Treated Base Courses 12/20/2012 32 11 37 Liquid Treated Soil Stabilizer 08/21/2015 32 12 16 Asphalt Paving 12/20/2012 32 12 73 Asphalt Paving Crack Sealants 12/20/2012 32 13 13 Concrete Paving 12/20/2012 32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps 06/05/2018 32 13 73 Concrete Paving Joint Sealants 12/20/2012 32 14 16 Brick Unit Paving 12/20/2012 32 16 13 Concrete Curb and Gutters and Valley Gutters 10/05/2016 32 17 23 Pavement Markings 11/22/2013 32 17 25 Curb Address Painting 11/04/2013 32 31 13 Chain Fences and Gates 12/20/2012 32 31 26 Wire Fences and Gates 12/20/2012 32 31 29 Wood Fences and Gates 12/20/2012 32 32 13 Cast-in-Place Concrete Retaining Walls 06/05/2018 32 91 19 Topsoil Placement and Finishing of Parkways 12/20/2012 32 92 13 Hydro-Mulching, Seeding, and Sodding 12/20/2012 32 93 43 Trees and Shrubs 12/20/2012 Division 33 - Utilities 33 01 30 Sewer and Manhole Testing 12/20/2012 33 01 31 Closed Circuit Television (CCTV) Inspection 03/03/2016 33 03 10 Bypass Pumping of Existing Sewer Systems 12/20/2012 33 04 10 Joint Bonding and Electrical Isolation 12/20/2012 33 04 11 Corrosion Control Test Stations 12/20/2012 33 04 12 Magnesium Anode Cathodic Protection System 12/20/2012 33 04 30 Temporary Water Services 07/01/2011 33 04 40 Cleaning and Acceptance Testing of Water Mains 02/06/2013 33 04 50 Cleaning of Sewer Mains 12/20/2012 33 05 10 Utility Trench Excavation, Embedment, and Backfill 12/12/2016 33 05 12 Water Line Lowering 12/20/2012 33 05 13 Frame, Cover and Grade Rings – Cast Iron 01/22/2016 33 05 13.10 Frame, Cover and Grade Rings – Composite 01/22/2016 33 05 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade 12/20/2012 33 05 16 Concrete Water Vaults 12/20/2012 33 05 17 Concrete Collars 12/20/2012 33 05 20 Auger Boring 12/20/2012 33 05 21 Tunnel Liner Plate 12/20/2012 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 5 CITY OF FORT WORTH PAVING & LIGHTING IMPROVEMENTS TO SERVE 901 W VICKERY BLVD STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No.102727 DEVELOPER AWARDED PROJECTS Revised March 20, 2020 33 05 22 Steel Casing Pipe 12/20/2012 33 05 23 Hand Tunneling 12/20/2012 33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate 06/19/2013 33 05 26 Utility Markers/Locators 12/20/2012 33 05 30 Location of Existing Utilities 12/20/2012 33 11 05 Bolts, Nuts, and Gaskets 12/20/2012 33 11 10 Ductile Iron Pipe 12/20/2012 33 11 11 Ductile Iron Fittings 12/20/2012 33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe 11/16/2018 33 11 13 Concrete Pressure Pipe, Bar-Wrapped, Steel Cylinder Type 12/20/2012 33 11 14 Buried Steel Pipe and Fittings 12/20/2012 33 12 10 Water Services 1-inch to 2-inch 02/14/2017 33 12 11 Large Water Meters 12/20/2012 33 12 20 Resilient Seated Gate Valve 12/20/2012 33 12 21 AWWA Rubber-Seated Butterfly Valves 12/20/2012 33 12 25 Connection to Existing Water Mains 02/06/2013 33 12 30 Combination Air Valve Assemblies for Potable Water Systems 12/20/2012 33 12 40 Fire Hydrants 01/03/2014 33 12 50 Water Sample Stations 12/20/2012 33 12 60 Standard Blow-off Valve Assembly 06/19/2013 33 31 12 Cured in Place Pipe (CIPP)12/20/2012 33 31 13 Fiberglass Reinforced Pipe for Gravity Sanitary Sewers 12/20/2012 33 31 15 High Density Polyethylene (HDPE) Pipe for Sanitary Sewer 12/20/2012 33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 06/19/2013 33 31 21 Polyvinyl Chloride (PVC) Closed Profile Gravity Sanitary Sewer Pipe 12/20/2012 33 31 22 Sanitary Sewer Slip Lining 12/20/2012 33 31 23 Sanitary Sewer Pipe Enlargement 12/20/2012 33 31 50 Sanitary Sewer Service Connections and Service Line 04/26/2013 33 31 70 Combination Air Valve for Sanitary Sewer Force Mains 12/20/2012 33 39 10 Cast-in-Place Concrete Manholes 12/20/2012 33 39 20 Precast Concrete Manholes 12/20/2012 33 39 30 Fiberglass Manholes 12/20/2012 33 39 40 Wastewater Access Chamber (WAC)12/20/2012 33 39 60 Epoxy Liners for Sanitary Sewer Structures 12/20/2012 33 41 10 Reinforced Concrete Storm Sewer Pipe/Culverts 07/01/2011 33 41 11 High Density Polyethylene (HDPE) Pipe for Storm Drain 12/20/2012 33 41 12 Reinforced Polyethlene (SRPE) Pipe 11/13/2015 33 46 00 Subdrainage 12/20/2012 33 46 01 Slotted Storm Drains 07/01/2011 33 46 02 Trench Drains 07/01/2011 33 49 10 Cast-in-Place Manholes and Junction Boxes 12/20/2012 33 49 20 Curb and Drop Inlets 12/20/2012 33 49 40 Storm Drainage Headwalls and Wingwalls 07/01/2011 Division 34 - Transportation 34 41 10 Traffic Signals 10/12/2015 34 41 10.01 Attachment A – Controller Cabinet 12/18/2015 34 41 10.02 Attachment B – Controller Specification 02/2012 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 5 of 5 CITY OF FORT WORTH PAVING & LIGHTING IMPROVEMENTS TO SERVE 901 W VICKERY BLVD STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No.102727 DEVELOPER AWARDED PROJECTS Revised March 20, 2020 34 41 10.03 Attachment C – Software Specification 01/2012 34 41 11 Temporary Traffic Signals 11/22/2013 34 41 13 Removing Traffic Signals 12/20/2012 34 41 15 Rectangular Rapid Flashing Beacon 11/22/2013 34 41 16 Pedestrian Hybrid Signal 11/22/2013 34 41 20 Roadway Illumination Assemblies 12/20/2012 34 41 20.01 Arterial LED Roadway Luminaires 06/15/2015 34 41 20.02 Freeway LED Roadway Luminaires 06/15/2015 34 41 20.03 Residential LED Roadway Luminaires 06/15/2015 34 41 30 Aluminum Signs 11/12/2013 34 41 50 Single-Mode Fiber Optic Cable 02/26/2016 34 71 13 Traffic Control 11/22/2013 Appendix GC-4.01 Availability of Lands GC-4.02 Subsurface and Physical Conditions GC-4.04 Underground Facilities GC-4.06 Hazardous Environmental Condition at Site GC-6.06.D Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GC-6.09 Permits and Utilities GC-6.24 Nondiscrimination GR-01 60 00 Product Requirements END OF SECTION 00 42 43 DAP - BID PROPOSAL Page 1 of 2 1 0171.0101 Construction Staking 01 71 00 LS 1 $4,510.14 $4,510.14 2 0241.0300 Remove ADA Ramp 02 41 13 EA 1 $1,005.97 $1,005.97 3 0241.0500 Remove Fence 02 41 13 LF 101 $6.74 $680.74 4 0241.1000 Remove Conc Pvmt 02 41 15 SY 668 $80.26 $53,613.68 5 0241.1100 Remove Asphalt Pvmt 02 41 15 SY 5 $72.57 $362.85 6 0241.1300 Remove Conc Curb&Gutter 02 41 15 LF 250 $18.68 $4,670.00 7 3211.0400 Hydrated Lime 32 11 29 TN 31 $280.22 $8,686.82 8 3211.0501 6" Lime Treatment 32 11 29 SY 1210 $17.45 $21,114.50 9 3211.0502 8" Lime Treatment 32 11 29 SY 385 $17.45 $6,718.25 10 3212.0401 9" HMAC Transition 32 12 16 SY 45 $492.91 $22,180.95 11 3213.0102 7" Conc Pvmt 32 13 13 SY 1120 $80.00 $89,600.00 12 3213.0104 9" Conc Pvmt 32 13 13 SY 365 $106.00 $38,690.00 13 3213.0301 4" Conc Sidewalk 32 13 20 SF 1888 $10.77 $20,333.76 14 3213.0311 4" Conc Sidewalk, Adjacent to Curb 32 13 20 SF 1639 $10.77 $17,652.03 15 3213.0402 7" Concrete Driveway 32 13 20 SF 920 $12.82 $11,794.40 16 3213.0501 Barrier Free Ramp, Type R-1 32 13 20 EA 1 $2,500.00 $2,500.00 17 3213.0504 Barrier Free Ramp, Type M-2 32 13 20 EA 1 $2,500.00 $2,500.00 18 3213.0507 Barrier Free Ramp, Type P-2 32 13 20 EA 3 $2,500.00 $7,500.00 19 3214.0100 Brick Pvmt 32 14 16 SY 9 $90.15 $811.35 20 3217.0001 4" SLD Pvmt Marking HAS (W)32 17 23 LF 480 $7.34 $3,523.20 21 3217.0401 18" SLD Pvmt Marking HAE (W)32 17 23 LF 25 $7.34 $183.50 22 3291.0100 Topsoil 32 91 19 CY 2 $83.35 $166.70 23 3292.0100 Block Sod Placement 32 92 13 SY 135 $10.16 $1,371.60 24 3292.0400 Seeding, Hydromulch 32 92 13 SY 5 $119.27 $596.35 25 3293.0102 Plant 2" Tree (Chaste Tree)32 93 43 EA 3 $1,112.18 $3,336.54 26 3293.0102 Plant 2" Tree (Shantung Maple)32 93 43 EA 2 $1,106.00 $2,212.00 27 3293.0102 Plant 2" Tree (Texas Mountain Laurel)32 93 43 EA 3 $1,106.00 $3,318.00 28 3471.0001 Traffic Control 34 71 13 MO 3 $2,500.00 $7,500.00 29 9999.0001 Remove Gravel Road 00 00 00 SY 1305 $4.32 $5,637.60 30 9999.0002 1 Gal. Groundcover (Horsetail Reed Grass)00 00 00 EA 295 $20.12 $5,935.40 31 9999.0003 6" Pot Groundcover (Carolina Jessamine)00 00 00 EA 36 $18.68 $672.48 32 9999.0004 6" Depth Planting Mix 00 00 00 CY 12 $91.97 $1,103.64 33 9999.0005 3" Decomposed Granite 00 00 00 CY 2 $707.03 $1,414.06 34 9999.0006 Steel Edging 00 00 00 LF 210 $17.46 $3,666.60 $355,563.11 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Bidder's Proposal Description Bid Quantity Project Item Information Unit Price Bid Value UNIT IV: PAVING IMPROVEMENTS TOTAL UNIT IV: PAVING IMPROVEMENTS UNIT PRICE BID Bidder's Application Specification Section No. Unit of Measure Bidlist Item No. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 Bid Unit Price Bid FINAL - 09.03.2020 00 42 43 DAP - BID PROPOSAL Page 2 of 2 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Bidder's Proposal Description Bid Quantity Project Item Information Unit Price Bid Value UNIT PRICE BID Bidder's Application Specification Section No. Unit of Measure Bidlist Item No. 1 2605.3011 2" CONDT PVC SCH 40 (T)26 05 33 LF 750 $36.65 $27,487.50 2 2605.3012 2" CONDT PVC SCH 40 (B)26 05 33 LF 25 $36.65 $916.25 3 3305.0103 Exploratory Excavation of Existing Utilities 33 05 30 EA 11 $646.68 $7,113.48 4 3441.1409 NO 8 Insulated Elec Condr 34 41 10 LF 1550 $9.34 $14,477.00 5 3441.1414 NO 8 Bare Elec Condr 34 41 10 LF 750 $9.34 $7,005.00 6 3441.1502 Ground Box Type B, w/Apron 34 41 10 EA 5 $1,508.91 $7,544.55 7 3441.3037 Furnish/Install 10' - 14' Washington Standard Light Pole & Fixture LED34 41 20 EA 9 $7,185.28 $64,667.52 8 3441.3201 LED Lighting Fixture 34 41 20 EA 10 $1,508.91 $15,089.10 9 3441.3303 Rdwy Illum Foundation TY 7 34 41 20 EA 9 $3,161.52 $28,453.68 10 3441.3312 Contact Enclosure, Pad Mount 34 41 20 EA 2 $12,014.98 $24,029.96 11 3441.3323 Furnish/Install 8' Wood Light Pole Arm 34 41 20 EA 1 $2,083.73 $2,083.73 12 3441.4110 Remove and Reinstall Sign Panel and Post 34 41 30 EA 1 $1,374.18 $1,374.18 $200,241.95 Bid Summary This Bid is submitted by the entity named below: BIDDER:BY: Dennett Construction, LC 2313 Cullen Street Fort Worth, TX 76107 TITLE: DATE: 75 working days after the date when the END OF SECTION UNIT V: STREET LIGHTING IMPROVEMENTS $355,563.11UNIT IV: PAVING IMPROVEMENTS TOTAL UNIT VI: TRAFFIC SIGNAL IMPROVEMENTS CONTRACT commences to run as provided in the General Conditions. Julie Buchanan UNIT V: STREET LIGHTING IMPROVEMENTS Project Manager $200,241.95 $555,805.06 Contractor agrees to complete WORK for FINAL ACCEPTANCE within Total Construction Bid CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 Bid Unit Price Bid FINAL - 09.03.2020 Scott Dennett Construction, LC 2313 Cullen Street Fort Worth, TX 76107 9/3/2020 00 45 12 DAP PREQUALIFICATION STATEMENT Page 1 of 1 CITY OF FORT WORTH STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT – DEVELOPER AWARDED PROJECTS 00 45 12_Prequalification Statement 2015_DAP Form Version September 1, 2015 SECTION 00 45 12 DAP – PREQUALIFICATION STATEMENT Each Bidder is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. In the “Major Work Type” box provide the complete major work type and actual description as provided by the Water Department for water and sewer and TPW for paving. Major Work Type Contractor/Subcontractor Company Name Prequalification Expiration Date The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: ______________________ BY: _________________________ ______________________ ______________________ _________________________________________ ______________________ (Signature) TITLE: DATE: END OF SECTION Roadway & Pedestrian Lighting 00 45 26 - ] CONTRACTOR COMPLIANCE WITH WORKER'S COMPENS.4TION LAW' Page 1 of 1 SECTION 00 45 26 CONTRACTOR COMPLIANCE W1TH WORKER'S COMPENSATION LAW 2 3 4 5 6 7 8 9 l0 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. 102727. Contractor fiirther 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: 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 Scott Dennett Construction, LC Company 2313 Cullen Street Address Fort Worth, TX 76107 City/State/Zip THE STATE OF TEXAS COUNTY OF TARRANT � � By: Scott Dennett (P1 e ' Signature: Title: President (Please Print) BEFORE ME, the undersigned authority, on this day personally appeared Scott Dennett , 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 tlle aCt arid deCCl Of Dennett Construction, �C for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this ��tn August 20 20, .....r... �``'��"''� JUUE LAUREN BUCHANAN �� ��RY �vd �i ;2::�:�-,:Notary Public, State of Texas -`^' '�= Comm. Expires 05-15-2021 ;� l•....•�+: '�i;°;,`,���� Notary ID 126899427 ND OF SECTION 38 39 40 day of CITY OF FORT WORTH P.4VING & L[GHT[NG IMPROVEMENTS TO SERVE W VICKERY BLVD STANDARD CONSTRUCT[ON SPEC[FICATION DOCUMENT3 CITY PROJECT No. 102727 Revised April 2, 2014 00 52 43 - 1 Developer Awarded Project Agree�neN Page l of�4 ? 3 SECTION 00 52 �43 AGREEMENT 4 THIS AGREEMENT, authorized a�� August 11, 2020 is made by and between the Developer, 5 FW 90T VICKERY 1NVE5TORS, LF, authorized to do business in Texas ("Develaper") , and 6 SC�TT DENNETT CONSTRUCTION, LC, autharized to do business in Texas, acting by and 7 through its duly authorized representative, ("Contractor"). 8 Developer aild Contractor, in consideration of tile mutual covenants hereinafter set for�h, agree as 9 follows: 14 Article I. WORK 11 12 13 14 15 lb 17 18 19 za 21 Contractor shall complete all Work as speci�ied or indicated ii► tfle Contract Documents %r the Project identified herein. Article 2. PR�JECT The project for which the Work under the Contract Documei�ts may be the whole ar only a part is ge�lerally described as foTlows: PA VING & LIGHTING IMPR 0 UEMENTS TD SER VE 901 W VICKERY BL I�D, CITYPROJECT No, 102727 Article 3. CONTRACT TllVIE 3.1 Time is of the essen.ce. All time limits for Milestones, if any, and Finai Acceptance as stated in the Contract Documents are of the essence to tlus Cor►tract. 22 3.2 Final Acceptance. 23 The Work will be cot�lplete for Final Acceptance within75 wat•king days after the date 24 whe�1 the Contract Tune commences to rui� as provided in Paragraph 12.04 of the Standard 25 City Conditions of the Construciion Cflntract for Developer Awarded Prajects. ?6 3.3 Liquidated damages 27 ?g 29 30 3I 32 33 34 35 36 37 Contractor recognizes that time is of tfle essence of this Agreeinent and that Developer will suffer financial loss if the Work is not coYnpleted within tf�e tunes specified in Paragraph 32 above, plus any extension thereof allowed in accordance with Article 10 of the Standard City Conditions of the Construction Contract %r Developer Awarded Projects. The Contractor also recogzuzas the deEays, expense and difficulties involved in proving in a legal proceeding the actual loss suffered by the Developer if the Work is not completed on tune. Accordingly, instead af requiring any such proof , Contractor a�rees that as liquidated dainages for delay (but not as a penalty), Contractor shall pay Developer Zero Dollars ($ 0� far each day th�t expires after the time speciiied in Paragraph 3.2 for Final Acceptance until the City issues tlle Final Letter of Acceptance. CITY OF FORT WOR-['H PAVING & L1GHT[NG iMPROVEMENTS TO SERVE W VICKERY BLV� STANDARD CONSTRUCTIOIV SPECLFICAT[ON DOCUMENTS CITY PR0IECT hio. 1U2727 DEVELOPER AWARDED PROIECTS Revised lune 16, 201b UD 5? 43 2 peveloper A�varded Project A�reemen[ Pa�e? af4 38 Article 4. CONTRACT PRICE 39 Developer agrees to pay Contractor for �erfonz�ance of the Wor[c in accordance with the Contract 40 Documents an ainount in cuiTent fi.mds of Five Hundred Fifty-Five Thousand, Eight Hundred 41 Five and 06/100 Dollars ($555,805.D�. 42 Article 5. CONTRACT DOCUMENTS 43 5.1 CONTENTS: 44 4S 4h 47 48 49 50 51 52 53 54 55 56 57 58 59 60 hl A, The Contract Documents which caaalprise the entire agreement between Developer and Contractor concenlulg the Work consist ofthe followi��g: 1. This Agree���ent. 2. Attacl�llents to this Agreement: a. Bid Fonn (As provi�ed by Develaper) 1 } Proposal Ponn (DAP Version} 2} Prequa�ification Stateillent 3} State and I'ederal docu�nents (pf-oject specifrc) b. Insurance ACORD Forn�(s) c. Payment Bond {DAP Version) d. Perforniance Bond (DAP Version) e. Maintenance Bond (DAP Version) f. Po�ver of Attonley for the Bonds g. Worker's Compensation Affidavit h. MBE and/or SBE Con�mitinent Form {If required) 3. Standard City General Conditions of the Construction Contract for Developer Awarded Projects. 4. Supplen.aentary Conditions. 62 5. Specifications specifically made a part af t1�e Cantract Documents by attacl�ment 63 or, if not attached, as incorporated by reference and described in tl�e Table of 64 Contents of khe Proj ect's Contract Documents. 65 b. DrawinDs. �b 7. Addenda. 67 68 69 7D 71 72 73 74 75 8. Documentation submitted by Contractor prior to Natice of Award. 9. The following which may be delivered or issued after the Effective Date of the Agreement and, if issued, become ar� incorporateci part of the Contract Documents: a. Notice to Proceed. b. Field Orders. c. Change Orders. d. Letter of Fu�al Acceptance. Cl"fY OF FORT WORTH PAVfNG & LIGHTING LMPROVEMENTS TO SERVE W VICKEiZY SLVD STANDARD CONSTRIICTION SPECIF[CAT[ON DOCUMEiVTS CiTY PROJECT No. 102727 D6VELOPER AWAIZDED PROlECTS Revised -June I 6, 201 b 00 52 43 - 3 Developer Awarded Project Agreement Page 3 of 4 76 Article 6. INDEMN�FICATION 77 78 74 80 81 82 83 84 85 86 87 88 89 90 9l 92 93 94 95 96 97 6.1 Contractor covenants and agrees to indemnify, hold harmless anc� defend, at its own expense, the city, its of�cers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services ta be performed by the contractor, its of�cers, agents, employees, subcontractors, licenses or invitees under this contract. This indemnifiCation proyision is speci�call_y intended to opeCate and be effective even if it es alleged or proven that„ all or some of the dama�es bein6 sou�ht were caused, iu whole or _i_n part, by any act, om�ssian or ne�ligence of the citv. T�is indemnity provision is iniended to include, wi�hout limitation, indemnity for costs, expenses and legal fees ine�rred by the city in defending against such claims and ca�ses of actions. 6.2 Contractor covenants a►ad abrees to indemnify and hold harmless, at its own expense, the city, its officers, servants and employees, fro�n and aga�nst any and all loss, damage or destruction of property of the city, arising out of, or alleged ta arise out of, the �vork and services to be performed by the contractor, its officers, agents, emp�ayees, subcontractors, [icensees or invitees under this cpntract. Tl�is rndemnification provision is specifically intended to operate and be effective even if it is alle2ed or proven that all or some of the dattta�es bein� sou�ht were cRused, in wi�ole or in part, by any act, omission or ne6li�ence of the ci�, Article 7. MISCELLANEQUS 98 7.1 Te�rns. 99 Te�ns used in this Agreeine�lt are deiined in Article 1 af the Standard City Conditio�s of 100 tl�e Construction Co�ltract for Developer Avvarded Projects. 101 7.2 Assigmnent af Contract. lfl2 This AgreemenC, inclucfing all of the Contract Docuinents may i�ot be assigned by the 103 Contractor without the advanced express written conse��t of the Developer. 104 7.3 Successors ar�d Assigns. 105 Deveioper and Contractar eacl-� binds atself, its partners, successors, assigns and iegal 106 representatives to the other party hereto, in respect to all covenants, ab een�ents aa�d 167 oblibatEons contained in the Contract Documents. ] 08 7.4 Severability. ]09 Any provision or part of t�e Contract Docurnents held to be unconstitutional, void or 110 unenfarceable by a court of competent jurisdiction shall be deeined stricken, and all 111 reYnaining provisions shall continue to be vafid and binding upon DEVELOPER and I12 CONTRACTOR. 113 7.5 Governing Law and Venue. 114 This Agreen�ent, including all of the Contract Docum�nts is perFormable in the State af 115 Texas. Venue shall be Tarrant County, Texas, or the United States Distnct Court for the 1 l6 North�in District of Texas, Fort Worth Division. CITY OF FORT WORTH PAVING & L[GHTING IMPROVEMENTS TO SERVE W VICKERY BtVD STANDARD COAlSTRUCTiON SPECIFICATION DQCUMENT5 CITY PROJECT No. 102727 DEVELOPER AWARDED PR01ECT5 Re�ised -]une 16, 201 b 00 52 43 - 4 Dcveloper Awarded Project Agreement Page 4 af 4 117 118 7.6 Authority to Si�n. 119 120 121 122 123 124 125 126 Co��tractor shall attach evidence of authority �o sib AgreemenC, if other than duly authorized signatoYy of the Contractor. 1N WITN�SS WHEREOF, Developer and Coniractor have executed this Agreement in mu�tiple counte�parts. This A�eement is effective as of the last date s�gned by the Parties ("Effective Date") Contractor: Scott Dennett Construction, LC �— B: � nature) Scott Dennett (Printed Na�l�e) Title: President Company Name: Address: ?313 Cullen Street Susan Gruppi {Frinted Name) Title: President Campany name: FW 901 Vickery Investot�s, LP Address: 2623 Wlute Settlen�ent Rd. City/State/Zip: Fort Worth, TX 76107 City/State/Zip: Fort Wort11, TX 76107 �11�-12020 � Date 127 �G�ti� Date �LLG CITY OF FORT WORTH PAViNG & L[GHTlNG fiVlPROVEMENTS Td 5ERVE W VlCKE[LY BLVb STANDASt� CONSTR[JCT[O�f SPECfFICATION DOCUML-NTS CITY PR0IECT No, 102727 DEVELOPER AWARDED PROJECTS Revised -]une 35, 2016 00 61 25 - 1 CERTIFICATE OF INSURANCE Page 1 of 1 CITY OF FORT WORTH PAVING & LIGHTING IMPROVEMENTS TO SERVE W VICKERY BLVD STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No. 102727 DEVELOPER AWARDED PROJECTS Revised July 1, 2011 SECTION 00 61 25 1 CERTIFICATE OF INSURANCE 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 END OF SECTION 23 24 25 26 27 28 29 006213-I PIiIZI�ORMANCC; BOND Pagc I of 3 1 SECTION 00 62 13 Bond No. PB11509801753 2 PERFORMANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we, Scott Dennett Construction, LC , known as 9 "Principal" herein and Philadelphia lndemnity Insurance Company , a corporate 10 surety(sureties, if more than one) duly authorized to do business in the State of Texas, known as 11 "Surety" herein (whether one or more), are held and firmly bound unto the Developer, FW 9U1 12 VICKERY INVESTORS, LP, authorized to do business in Texas ('`Developer") and the City of 13 Fort Worth, a Texas municipal corporation (`City"), in the penal sum of, 14 Five Hundred Fifty-Five Thousand Eight Hundred Five and 06/100 Dollars ($ 555,805.06 �� 15 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Te�as for ihe ib payment of which sum well and truly to be made jointly unto the Developer and the City as dual 17 obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly 18 and severally, firmly by these presents. 19 WHEREAS, Developer and City have entered into an Agreement for the construction of 20 community facilities in the City of Fort Worth by and through a Community Facilities 21 Agreement, CFA Number CFA-20-0065; and 22 WHEREAS, the Principal has entered into a certain written contract with the Devetoper awarded 23 the i itn day of august , 20 zo , which Contract is hereby referred to and made a 24 part hereof for atl purposes as if fully set forth herein, to furnish all materials, equipment labor 25 and other accessories defined by law, in the prosecution of the Work, including any Change 26 Orders, as provided for in said Contract designated as Pf14�11�'G X LIC;/�1 /:'��C; IAIPRC)[%G�i1E�'�'T.S' 27 TU SEIZ1'C I01 t�i' G�'1( `KF,RY BL:6'U. Cll'Y Of� I'ORT WORTfi PAVIUG & I.IC;IfI'Itic� IMPR<)V1:111:N'I'ti'I'c� ti1 RV1[ �)01 W' VICkI:IZY I3LV1) STANDARD CONSTRUCT[ON SPECIFICATlON DIKUMEN'TS C'I I Y' PILI �.II:C'"I Nu. 103727 DEVELOPER AWARDEU PROJECTS Revised January 31, 2012 00 62 13 - 2 PI?RI�ORM;WCf: (30ND I'aae 2 of 3 I NOW, THEREFORE, the condition of this obligation is such that if the said Principal 3 shaU faithf�ully perforn� it obligations under tfie Contract and shall in all respects dul� and 3 faithfully perform the Work, includinQ Change Orders, under the Contract, accordin�� to the plans, �t specitications, and contract documents therein referred to, and as well during a�i�� period of > estension of the Contract that may be granted on the part of the Developer and/or Cit}, then this 6 obligation shall be and become null and void, othenvise to remain in tiill lorce and effect. 7 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 8 Tarrant County. Tesas or the United States District Court for the Northern District of Te�as, Fort 9 Worth Division. l0 This bond is made and executed in compliance with the provisions of Chapter 2253 of the ll 12 13 1d IS Texas Govcrnment Code, as amended, and all liabilities on this bond shall be dctennined in accordance with the provisions of said statue. IN WITNESS WHEREOF, the Principal and the Surety have SIGNFD and SEALED this instrument by dul� authorized agents and officers on this the 11th day of August .?020 . IG 17 l8 in ?o ?� �� �; �q �j ?6 ?7 �g ?9 30 31 �? 33 3� 3$ 36 37 38 39 �30 41 42 43 ATTGST`. (Principal) Secretary i�� � �iy4�ess as to Principal \l PRINCIPAI.: Scott Denne onstruction, LC BY: , r �T\ �� �(�i�C�CJuC Name and Title Address: 2313 Cullen Street Fort Worth, Texas 76107 SURETY: Philadelphia lndemni�lnsurance Company �-- BY: _ ��_—. Signaturc Fred A. Thetford IV Attorney-in-Fact Namc and Titic Address: One Bala Plaza, Suite 100, Bala Cynwyd, PA 19004 C'ITl' Of POIZ'I� �\�OR'I�H P:AA'IA<i �� I_IC�IfI IV'�i IA11'IZ( �\ IAII�A I� I t ��� R\ 1<7�i1 A1 V�It�hl I�.1� lil VC S"I�,WD:1RU C'ONSI�RUC"IlON SPE:C'll IC'Al lON UOCUh1FN"I'S � I I 1 I'R� �II l I'�,, Iu,��', DI:VI:LOPI:R A:1'ARDLU PRO11:C'fS Rc��iscd J�uivan� 31. 2012 �,,�.�_, � , -- -�,. 3 Witness � t 4 � 6 OOh213-3 I'IiRFORMANC'li l3OND Pafle 3 uf 3 Telephone Number: 1-877-438-7459 7 *Notc: If sis�ned by an ofticer of the Surety Company, there must be on tile a certitied extract S trom the by-laws showing that this person has authority to sign such obligation. It� 9 Surety's physical address is different from its mailing address, both must be provided. 10 11 The date of the bond shall not be prior to the date the Contraci is awarded. 12 crry c�r rc�irr wc>irri i i�:�vmc� c i.ic�t ri i�c� i�ii�izc�vi:�ti:� i:� i u si ii� i�>„i �t �'i� tii t:�' �si � u S'1'ANDAKUCONS'I'RUC"1'ION SPI?CII�ICA'llON llOCUhII:N'I'S C'll�l' Phtill[l'l� ti��. 1u�7,? DfiVIiL01'IiR n11'AKl)IiD I'ROJIiCTS Rcvised lanuan 3 I. 2012 7467 Bond No. PB11509801753 PHILADELPHIA INDEMNITY INSURANCE COMPANY One Bala Plaza, Suite 100 Bala Cynwyd, PA 19004-0950 Power of Attorney KNOW ALL PERSONS BY THESE PRESENTS: That PHILADELPHIA INDEMNITY INSURANCE COMPANY (the Company), a corporation organized and existing under the laws of the Commonwealth of Pennsylvania, does hereby constitute and appoint Jared Young, Fred A. Thetford, Jr., Tobin Tucker, Tom Young, Diane Brown, Fred A. Thetford IV and/or Fred A. Thetford, IlI of Contract Bond Agency, LLC., its true and lawful Attorney-in-fact with full authority to execute on its behalf bonds, undertakings, recognizances and other contracts of indemnity and writings obligatory in the nature thereof, issued in the course of its business and to bind the Company thereby, in an amount not to exceed $50.000.000. This Power of Attomey is granted and is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of PHILADELPH[A INDEMNITY INSURANCE COMPANY on the 14`� of November, 2016. RESOLVED: That the Board of Directors hereby authorizes the President or any Vice President of the Company: (1) Appoint Attomey(s) in Fact and authorize the Attomey(s) in Fact to execute on behalf of the Company bonds and undertakings, contracts of indemnity and other writings obligatory in the nature thereof and to attach the seal of the Company thereto; and (2) to remove, at any time, any such Attorney-in-Fact and revoke the authority given. And, be it FURTHER RESOLVED: That the signatures of such officers and the seal of the Company may be affixed to any such Power of Attomey or certificate relating thereto by facsimile, and any such Power of Attomey so executed and certified by facsimile signatures and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached. IN TESTIMONY WHEREOF, PHILADELPHIA INDEMNITY INSURANCE COMPANY HAS CAUSED THIS INSTRUMENT TO BE SIGNED AND ITS CORPORATE SEALTO BE AFFIXED BY ITS AUTHORIZED OFFICE THIS 27'" DAY OF OCTOBER, 2017. r927 :: �.. (Seal) ���^` �'a--t•�--•-�`-5�--� Robert D. O'Leary Jr., President & CEO Philadelphia lndemnity Insurance Company On this 27'� day of October, 2017, before me came the individual who executed the preceding instrument, to me personally known, and being by me duly sworn said that he is the therein described and authorized officer of the PHILADELPHIA INDEMNITY INSURANCE COMPANY; that the seal a�xed to said instrument is the Corporate seal of said Company; that the said Corporate Seal and his signature were duly affixed. T NOTARNL BE/i� r.e.,..�.,nWw,ryvwk Nota Public: iw�w�wmnn.y..wmgi.�wyceumr ry �+rc�,�...�e.w., ��-!s. mx t � residing at: (Notary Seal) My commission expires: 1 I ♦ I .I Bala Cynwyd. PA Sentember 25. 2021 1, Edward Sayago, Corporate Secretary of PHILADELPHIA INDEMNITY INSURANCE COMPANY, do hereby certify that the foregoing resolution of the Boazd of Directors and the Power of Attomey issued pursuant thereto on the 27`� day of October, 2017 are true and correct and are stili in full force and effect. 1 do further certify that Robert D. O'Leary Jr., who executed the Power of Attomey as President, was on the date of execution of the attached Power of Attomey the duly elected President of PHILADELPHIA INDEMNITY INSURANCE COMPANY. In Testimony Whereof I have subscribed my name and affixed the facsimile seal of each Company this 11 th day of /4Ug USt , Zp 2� �_s� ` �' ` t �� � . ,� Edward Sayago, Corporate Secretary :_. PHILADELPHIA INDEMNITY INSURANCE COMPANY IMPORTANT NOTICE To obtain information or make a complaint: You may call the Surety's toll free telephone number for information or to make a complaint at: 1-877-438-7459 You may also write Philadelphia lndemnity Insurance Company at: One Bala Plaza, Suite 100 Bala Cynwyd, PA 19004 Attention: Senior Vice President and Director of Surety You may contact the Texas Department of Insurance to obtain information on companies, coverage, rights or complaints at: 1-800-252-3439. You may write the Texas Department of Insurance at: P.O. Box 149104 Austin, TX 78714-9104 Fax# 512-475-1771 Web: http://www.tdi.state.tx.us Email: ConsumerProtectionCa)_tdi.state.tx.us PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim, you should contact the Surety first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. ADVISO IMPORTANTE Para obener informacion o para someter una queja: Usted puede Ilamar al numero de telefono gratis de para informacion o para someter una queja al: 1-877-438-7459 Usted tanbien puede escribir a Philadelphia Indemnity Insurance Company at: One Bala Plaza, Suite 100 Bala Cynwyd, PA 19004 Attention: Senior Vice President and Director of Surety Puede comunicarse con el Departamento de Seguros de Texas para obtener information acerca de companias, coberturas, derechos o quejas al: 1-800-252-3439 Puede escribir al Departmento de Seguros de Texas: P.O. Box 149104 Austin, TX 78714-9104 Fax# 512-475-1771 Web: http://www.tdi.state.tx.us Email: ConsumerProtectionCa�tdi.state.tx.us DISPUTAS SOBRE PRIMAS 0 RECLAMOS: Si tiene una disputa concerniente a su prima o a un reclamo, debe comunicarse con el Surety primero. Si no se resuelve la disputa, puede entonces comunicarrse 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. 00 62 14 - i PAYMENT BOND Page 1 of 2 I � 3 4 5 6 7 THE STATE OF TEXAS COUNTY OF TARRANT SECTION 00 62 14 Bond No. PB11509801753 PAYMENT BOND § § KNOW ALL BY THESE PRESENTS: § 8 That we, Scott Dennett Construction, LC , known as 9 '`Principal" herein, and Philadelphia lndemnity Insurance Company , a 10 corporate surety ( or sureties if more than one), duly authorized to do business in the State of 11 Te�:as, known as "Surety" herein (whether one or more), are held and tirmly bound unto the 12 Developer, FW 901 VICKE1tY INVESTORS, LP authorized to do business in Texas 13 "(Developer"), and the City of Fort Worth, a Texas municipal corporation ("City"), in the penal l4 sum of Five Hundred Fifty-Five Thousand Eight Hundred Five and 06/100 Dollars 15 ($ 555,805.06 ), lawful money of the United States, to be paid in Fort Worth, l6 Tarrant County, Texas, for the payment of which sum well and truly be made jointly unto the 17 Developer and the City as dual obligees, we bind ourselves, our heirs, executors, administrators, 18 successors and assigns, jointly and severally, firmly by these presents: 19 WHEREAS, Developer and City have entered into an Agreement for the construction of 20 community facilities in the City of Fort Worth, by and through a Community Facilities 21 Agreement, CFA Number CF,A-20-U065: and 22 WHEREAS, Principal has entered into a certain written Contract with Developer, 23 awarded the 11th day of August , 20 20 , which Contract is hereby 24 refecred to and made a part hereof for atl purposes as if fully set forth herein, to furnish aU 25 materials, equipment, labor and other accessories as defined by law, in the prosecution of the 26 Work as provided for in said Contract and designated as 1'.�11'I.�'G � LIGHTL�'C 27 1:1lPRf) 6'E.11F_,1'7 tS TU .S'ER I'E y01 {�% V/C'KERY !3L Y D. 28 NOW, THEREFORE, THE COND[TION OF THIS OBLIGATION is such that if 29 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 30 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 31 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 32 force and effect. CITY OF PQRT WORTFi PAVWG Xc I.IGII"I'I\G IMPRO�'I:h1EN�1�S �f�> tiI�,R�'P 9isl N' VICKL:IZI' BLVL) STANDARq CONS'fRUCTION SPECIFICAI�ION U(xUMENTS C'll ti" PKUJI:C"f \u. 102727 DEV6LUPER AIWARDED PROIECTS Rcvised January 31, 2012 00 63 I �3 - 2 PAY�4!{N'I' l3OND Patc 2 uf 2 1 � 3 =t "fhis bond is made and e�ecuted in compliance with the provisions of Chapter 22�3 of the Texas Government Code. as amended, and all liabilities on this bond shall bc determined in accordance ���ith the provisions of said statute. IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED > this instrument by dul�� authorized aaents and officers on this thc 11th day of 6 August . ?0 20 . 7 ATTES"1': (Principal) Secretary � 1(_ / U � ness as to Principa AT"TEST: PRINCIPAL: Scott Dennett Construction, LC BY: 'Jnatur S� . - P�eS�e� Name and Title Address: 2313 Cullen Street, Fort Worth, exas 7 7 SURETY: Philadelphia lndemnity Insurance Compan ; � BY: Signature Fred A. Thetford, IV Attorney-in-Fact Name and Title 8 9 l0 II 12 13 Address: One Bala Plaza, Suite 100, Bala Cynwyd, PA 19004 Telephone Number: 1-877-438-7459 Notc: If signc;d by an officer of the Surety, there must be on file a ccrtitied cstract from the bylaws showing that this person has authority to sign such obligation. If Surety's physical address is diflerent from its mailing address, both must be provided. �I�he date of the bond shall not be prior to the date the Contract is a�varded. 14 END OF SECTION CITI' OI� I�OK'I 1\'ORTfI 1'.1\'I\(i l I.I(ill ll\ii I\1PR( �\'I \ii \ I ti f� � til R\ I`�i�l '�', '�'ll f:l R1 13I �'1) ST�1NDnf2DC<7NSTRL'CIIUN SPGCIt�IC:AIION DOCI�MEN�fS �'I Il� I'R�>�I c' I�,� I��'7„ UI=:VELUP1:12 :11\'ARUIiD PROJI:C'1:5 Revixd J;uivan ±I. ZO12 7467 Bond No. PB11509801753 PHILADELPHIA INDEMNITY INSURANCE COMPANY One Bala Plaza, Suite 100 Bala Cynwyd, PA 19004-0950 Power of Attorney KNOW ALL PERSONS BY THESE PRESENTS: That PHILADELPHIA INDEMNITY INSURANCE COMPANY (the Company), a corporation organized and existing under the laws of the Commonwealth of Pennsylvania, does hereby constitute and appoint Jared Young, Fred A. Thetford, Jr., Tobin Tucker, Tom Young, Diane Brown, Fred A. Thetford IV and/or Fred A. Thetford, IlI of Contract Bond Agency, LLC., its true and lawful Attorney-in-fact with full authority to execute on its behalf bonds, undertakings, recognizances and other contracts of indemnity and writings obligatory in the nature thereof, issued in the course of its business and to bind the Company thereby, in an amount not to exceed $50.000.000. This Power of Attomey is granted and is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of PHILADELPH[A INDEMNITY INSURANCE COMPANY on the 14`� of November, 2016. RESOLVED: That the Board of Directors hereby authorizes the President or any Vice President of the Company: (1) Appoint Attomey(s) in Fact and authorize the Attomey(s) in Fact to execute on behalf of the Company bonds and undertakings, contracts of indemnity and other writings obligatory in the nature thereof and to attach the seal of the Company thereto; and (2) to remove, at any time, any such Attorney-in-Fact and revoke the authority given. And, be it FURTHER RESOLVED: That the signatures of such officers and the seal of the Company may be affixed to any such Power of Attomey or certificate relating thereto by facsimile, and any such Power of Attomey so executed and certified by facsimile signatures and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached. IN TESTIMONY WHEREOF, PHILADELPHIA INDEMNITY INSURANCE COMPANY HAS CAUSED THIS INSTRUMENT TO BE SIGNED AND ITS CORPORATE SEALTO BE AFFIXED BY ITS AUTHORIZED OFFICE THIS 27'" DAY OF OCTOBER, 2017. r927 :: �.. (Seal) ���^` �'a--t•�--•-�`-5�--� Robert D. O'Leary Jr., President & CEO Philadelphia lndemnity Insurance Company On this 27'� day of October, 2017, before me came the individual who executed the preceding instrument, to me personally known, and being by me duly sworn said that he is the therein described and authorized officer of the PHILADELPHIA INDEMNITY INSURANCE COMPANY; that the seal a�xed to said instrument is the Corporate seal of said Company; that the said Corporate Seal and his signature were duly affixed. T NOTARNL BE/i� r.e.,..�.,nWw,ryvwk Nota Public: iw�w�wmnn.y..wmgi.�wyceumr ry �+rc�,�...�e.w., ��-!s. mx t � residing at: (Notary Seal) My commission expires: 1 I ♦ I .I Bala Cynwyd. PA Sentember 25. 2021 1, Edward Sayago, Corporate Secretary of PHILADELPHIA INDEMNITY INSURANCE COMPANY, do hereby certify that the foregoing resolution of the Boazd of Directors and the Power of Attomey issued pursuant thereto on the 27`� day of October, 2017 are true and correct and are stili in full force and effect. 1 do further certify that Robert D. O'Leary Jr., who executed the Power of Attomey as President, was on the date of execution of the attached Power of Attomey the duly elected President of PHILADELPHIA INDEMNITY INSURANCE COMPANY. In Testimony Whereof I have subscribed my name and affixed the facsimile seal of each Company this 11 th day of /4Ug USt , Zp 2� �_s� ` �' ` t �� � . ,� Edward Sayago, Corporate Secretary :_. PHILADELPHIA INDEMNITY INSURANCE COMPANY IMPORTANT NOTICE To obtain information or make a complaint: You may call the Surety's toll free telephone number for information or to make a complaint at: 1-877-438-7459 You may also write Philadelphia lndemnity Insurance Company at: One Bala Plaza, Suite 100 Bala Cynwyd, PA 19004 Attention: Senior Vice President and Director of Surety You may contact the Texas Department of Insurance to obtain information on companies, coverage, rights or complaints at: 1-800-252-3439. You may write the Texas Department of Insurance at: P.O. Box 149104 Austin, TX 78714-9104 Fax# 512-475-1771 Web: http://www.tdi.state.tx.us Email: ConsumerProtectionCa)_tdi.state.tx.us PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim, you should contact the Surety first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. ADVISO IMPORTANTE Para obener informacion o para someter una queja: Usted puede Ilamar al numero de telefono gratis de para informacion o para someter una queja al: 1-877-438-7459 Usted tanbien puede escribir a Philadelphia Indemnity Insurance Company at: One Bala Plaza, Suite 100 Bala Cynwyd, PA 19004 Attention: Senior Vice President and Director of Surety Puede comunicarse con el Departamento de Seguros de Texas para obtener information acerca de companias, coberturas, derechos o quejas al: 1-800-252-3439 Puede escribir al Departmento de Seguros de Texas: P.O. Box 149104 Austin, TX 78714-9104 Fax# 512-475-1771 Web: http://www.tdi.state.tx.us Email: ConsumerProtectionCa�tdi.state.tx.us DISPUTAS SOBRE PRIMAS 0 RECLAMOS: Si tiene una disputa concerniente a su prima o a un reclamo, debe comunicarse con el Surety primero. Si no se resuelve la disputa, puede entonces comunicarrse 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. 1 � 3 4 5 6 I7 8 SECTION 00 62 19 MAINTENANCE BOND 006219-I MAIN'fENANCE BOND Pagc I of 3 Bond No. P611509801753 THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That we Scott Dennett Construction, LC , known as 9 '`Principal" herein and Philadelphia lndemnity Insurance Company , a corporate surety 10 (sureties, if more than one) duly authorized to do business in the State of Texas, known as 1 I "Surety" herein (whether one or more), are hetd and firmly bound unto the Developer FW 901 12 VICKERY INVESTORS, LP, authorized to do business in Texas (`Developer") and the City 13 of Fort Worth, a Texas municipal corporation ("City"), in the sum 14 of *P�ease See Below Dollars ($ 555,805.06 ), 15 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment 16 of which sum well and truly be made jointly unto the Developer and the City as dual obligees and 17 their successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, 18 jointly and severally, firmly by these presents. 19 20 WHEREAS, Developer and City have entered into an Agreement for the construction of 21 community facilities in the City of Fort Worth by and through a Community Facilities 22 Agreement, CFA Number CFA-20-0065;; and 23 WHEREAS, the Principal has entered into a certain written contract with the Developer 24 awarded the 11th day of Auqust , 20 20 , which Contract is 25 hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all 26 materials, equipment labor and other accessories as defined by law, in the prosecution of the 27 Work, including any Work resulting from a duly authorized Change Order (collectively herein, 28 the "Work") as provided for in said Contract and designated as P�1 G�7,'��G cg LI(JH"IING 29 If11PR(� i'F.:b1G,�\'7:S 7(� .Sk: R t�E 901 6i' 6%CKERY BL VD; and 30 31 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 32 accordance with the plans, specifications and Contract Documents that the Work is and will 33 remain free from defects in materials or workmanship for and during the period of two (2) years 34 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and ciry or• Fott�r woK�rit i�:���i;vc; x�.ici�rrinc; in�i�it�7��E�:n�k-��rs �rc� s�:Kv�: vai ��� vic�:i:Kv i;i.vu S'i'ANDARDCONSTRUCTION SPECIPICATION DOCUMENTS Cffl' PROJF.C"t' 1'0.102727 DGVGLOPLR AVJARDGD PROIECTS Revised January� 3 I, 2012 *Five Hundred Fifty-Five Thousand Eight Hundred Five and 06/100* � 006219-2 MAIN'PGNANCE [30ND Page 2 of 3 2 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 3 upon receiving notice from the Developer and/or City of the need thereof at any time within the 4 Maintenance Period. �, 6 NOW THEREFORE, the condition of this obligation is such that if Principal shall 7 remedy any defective Work, for which timely notice was provided by Developer or City, to a 8 completion satisfactory to the City, then this obligation shall become null and void; otherwise to 9 remain in full force and effect. t0 I 1 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 12 noticed defective Work, it is agreed that the Developer or City may cause any and all such 13 defective Work to be repaired and/or reconstructed with all associated costs thereof being borne 14 by the Principal and the Surety under this Maintenance Bond; and l5 16 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 17 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 18 Worth Division; and 19 20 PROVIDED FURTHER, that this obligation shall be continuous in nature and 21 successive recoveries may be had hereon for successive breaches. 22 23 24 Cll'Y OF FOR"I� \VORTH PAVItiG K LIGH'fING Ih1PROVli':14t:N1'S TO S[iRVfi 901 W VICV:I�:RI' [31.VD STANDARD CONSTRUCTION SPECIFICATI�N UOCUMF.NTS Ci l'1' PRO.IIiCI' No.10?7_'7 DEVGLOPGR AWARDED PROJECTS Rcvised January 31, 2012 006219-3 MAIN'Il{NANC'1: BOND P�tgc 3 uf 3 I IN WITNESS WHEREOF, the Principal and the Surety have each SIGNGU and SFALGD this 2 instrument by duly authorized agents and officers on this thc 11th day of� August 3 �02�. 4 � 6 7 8 9 �� II ATTEST: 12 13 14 (Principal) Secretan� I� 16 17 ��,� 18 '� 19 20 it ess as to Principal �� �� �; �q �; 26 ?7 ?g 29 ATTEST: 30 ��31 - 32 ure�y) ,ecretary ;; � 3=� I 35 Witne'ss as ' �� 36 PRINCIPAL: Scott Dennett Construction, LC E3Y: _ S�' _ - �� ������5 l� Name and Trtle Address: 2313 Cullen Street, Fort Worth, Texas 76107 SURE'l�Y: Philadelphia lndemnitY Insurance Company BY: 'jI Si'nature �— Fred A. Thetford, IV Attorney-in-Fact Name and �'itle Address: One Bala Plaza, Suite 100 _ Bala_Cynwyd, PA 19004 _ Telephone Number: 1-877-438-7459 37 ' ote C signed b�� an officer of the Surety Company, there must be on tile a certitied extract 38 from the by-la�vs showing that this person has authority to sign such obligation. If 39 Surety's physical address is different from its mailing address, both must be provided. 40 41 The date of the bond shall not be prior to the date the Contract is a�varded. 42 CITY OP FOR'I' ���OR"I'll I':\VI\t� � I.Ic�lll I\t� I�1Pkci�'I ,�II \ 15 Ic i SI I:\'I vul �1 \'It'1:1 1:1' I31.V1) S'I�ANDARD CONSI'RUC'1'ION SPf:CIPICr1'I'ION DOCUh1fiN'I'S �'I I 1 I'R� �Ifc I\u.1�1?7Z7 I�GVGLUPI:R AVdARDf:D PttOJI?C"I'S Rcviscd January 31. 2012 7467 Bond No. PB11509801753 PHILADELPHIA INDEMNITY INSURANCE COMPANY One Bala Plaza, Suite 100 Bala Cynwyd, PA 19004-0950 Power of Attorney KNOW ALL PERSONS BY THESE PRESENTS: That PHILADELPHIA INDEMNITY INSURANCE COMPANY (the Company), a corporation organized and existing under the laws of the Commonwealth of Pennsylvania, does hereby constitute and appoint Jared Young, Fred A. Thetford, Jr., Tobin Tucker, Tom Young, Diane Brown, Fred A. Thetford IV and/or Fred A. Thetford, IlI of Contract Bond Agency, LLC., its true and lawful Attorney-in-fact with full authority to execute on its behalf bonds, undertakings, recognizances and other contracts of indemnity and writings obligatory in the nature thereof, issued in the course of its business and to bind the Company thereby, in an amount not to exceed $50.000.000. This Power of Attomey is granted and is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of PHILADELPH[A INDEMNITY INSURANCE COMPANY on the 14`� of November, 2016. RESOLVED: That the Board of Directors hereby authorizes the President or any Vice President of the Company: (1) Appoint Attomey(s) in Fact and authorize the Attomey(s) in Fact to execute on behalf of the Company bonds and undertakings, contracts of indemnity and other writings obligatory in the nature thereof and to attach the seal of the Company thereto; and (2) to remove, at any time, any such Attorney-in-Fact and revoke the authority given. And, be it FURTHER RESOLVED: That the signatures of such officers and the seal of the Company may be affixed to any such Power of Attomey or certificate relating thereto by facsimile, and any such Power of Attomey so executed and certified by facsimile signatures and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached. IN TESTIMONY WHEREOF, PHILADELPHIA INDEMNITY INSURANCE COMPANY HAS CAUSED THIS INSTRUMENT TO BE SIGNED AND ITS CORPORATE SEALTO BE AFFIXED BY ITS AUTHORIZED OFFICE THIS 27'" DAY OF OCTOBER, 2017. r927 :: �.. (Seal) ���^` �'a--t•�--•-�`-5�--� Robert D. O'Leary Jr., President & CEO Philadelphia lndemnity Insurance Company On this 27'� day of October, 2017, before me came the individual who executed the preceding instrument, to me personally known, and being by me duly sworn said that he is the therein described and authorized officer of the PHILADELPHIA INDEMNITY INSURANCE COMPANY; that the seal a�xed to said instrument is the Corporate seal of said Company; that the said Corporate Seal and his signature were duly affixed. T NOTARNL BE/i� r.e.,..�.,nWw,ryvwk Nota Public: iw�w�wmnn.y..wmgi.�wyceumr ry �+rc�,�...�e.w., ��-!s. mx t � residing at: (Notary Seal) My commission expires: 1 I ♦ I .I Bala Cynwyd. PA Sentember 25. 2021 1, Edward Sayago, Corporate Secretary of PHILADELPHIA INDEMNITY INSURANCE COMPANY, do hereby certify that the foregoing resolution of the Boazd of Directors and the Power of Attomey issued pursuant thereto on the 27`� day of October, 2017 are true and correct and are stili in full force and effect. 1 do further certify that Robert D. O'Leary Jr., who executed the Power of Attomey as President, was on the date of execution of the attached Power of Attomey the duly elected President of PHILADELPHIA INDEMNITY INSURANCE COMPANY. In Testimony Whereof I have subscribed my name and affixed the facsimile seal of each Company this 11 th day of /4Ug USt , Zp 2� �_s� ` �' ` t �� � . ,� Edward Sayago, Corporate Secretary :_. PHILADELPHIA INDEMNITY INSURANCE COMPANY IMPORTANT NOTICE To obtain information or make a complaint: You may call the Surety's toll free telephone number for information or to make a complaint at: 1-877-438-7459 You may also write Philadelphia lndemnity Insurance Company at: One Bala Plaza, Suite 100 Bala Cynwyd, PA 19004 Attention: Senior Vice President and Director of Surety You may contact the Texas Department of Insurance to obtain information on companies, coverage, rights or complaints at: 1-800-252-3439. You may write the Texas Department of Insurance at: P.O. Box 149104 Austin, TX 78714-9104 Fax# 512-475-1771 Web: http://www.tdi.state.tx.us Email: ConsumerProtectionCa)_tdi.state.tx.us PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim, you should contact the Surety first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. ADVISO IMPORTANTE Para obener informacion o para someter una queja: Usted puede Ilamar al numero de telefono gratis de para informacion o para someter una queja al: 1-877-438-7459 Usted tanbien puede escribir a Philadelphia Indemnity Insurance Company at: One Bala Plaza, Suite 100 Bala Cynwyd, PA 19004 Attention: Senior Vice President and Director of Surety Puede comunicarse con el Departamento de Seguros de Texas para obtener information acerca de companias, coberturas, derechos o quejas al: 1-800-252-3439 Puede escribir al Departmento de Seguros de Texas: P.O. Box 149104 Austin, TX 78714-9104 Fax# 512-475-1771 Web: http://www.tdi.state.tx.us Email: ConsumerProtectionCa�tdi.state.tx.us DISPUTAS SOBRE PRIMAS 0 RECLAMOS: Si tiene una disputa concerniente a su prima o a un reclamo, debe comunicarse con el Surety primero. Si no se resuelve la disputa, puede entonces comunicarrse 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. 00 73 00 - 1 SUPPLEMENTARY CONDITIONS Page 1 of 5 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS SECTION 00 73 00 1 SUPPLEMENTARY CONDITIONS 2 TO 3 GENERAL CONDITIONS 4 5 Supplementary Conditions 6 7 These Supplementary Conditions modify and supplement Section 00 72 00 - General Conditions, and other 8 provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are 9 modified or supplemented remain in full force and effect as so modified or supplemented. All provisions 10 of the General Conditions which are not so modified or supplemented remain in full force and effect. 11 12 Defined Terms 13 14 The terms used in these Supplementary Conditions which are defined in the General Conditions have the 15 meaning assigned to them in the General Conditions, unless specifically noted herein . 16 17 Modifications and Supplements 18 19 The following are instructions that modify or supplement specific paragraphs in the General Conditions and 20 other Contract Documents. 21 22 SC-3.03B.2, “Resolving Discrepancies” 23 24 Plans govern o ver Specifications. 25 26 SC-4.01A 27 28 Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding. 29 Upon receiving the final easements descriptions, Contractor shall compare them to the lines shown on the 30 Contract Drawings. 31 32 SC-4.01 A.1 ., “Availability of Lands” 33 34 The following is a list of known outstanding right -of-way, and/or easements to be acquired, if any as of 35 36 Outstanding Right-Of -Way, and/or Easements to Be Acquired 37 PARCEL NUMBER OWNER TARGET DATE OF POSSESSION None The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, 38 and do not bind the City. 39 40 If Contractor considers the final easements provided to differ materially from the representations on the 41 Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work, 42 notify City in writing associated with the differing easement line locations. 43 44 SC-4.01A.2, “Availability of Lands” 45 46 Utilities or obstructions to be removed, adjusted, and/or relocated 47 00 73 00 - 2 SUPPLEMENTARY CONDITIONS Page 2 of 5 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS 1 The following is list of utilities and/or obstructions that have not been removed, adjusted, and/or relocated 2 as of September 2018: 3 4 EXPECTED OWNER UTILITY AND LOCATION TARGET DATE OF ADJUSTMENT The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, 5 and do not bind the City. 6 7 SC-4.02 A., “Subsurface and Physical Conditions” 8 9 The following are reports of explorations and tests of subsurface conditions at the site of the Work: 10 11 A geotechnical investigation Project No. 19 -23827, dated October 2019, prepared by Rone Engineering. 12 13 The following are drawings of physical conditions in or relating to existing surface and subsurface 14 structures (except Underground Facilities) which are at or contiguous to the site of the Work: 15 NONE 16 17 SC-4.06A., “Hazardous Environmental Conditions at Site” 18 19 The following are reports and drawings of existing hazardous e nvironmental conditions known to the City: 20 NONE 21 22 SC-5.03A., “Certificates of Insurance” 23 24 The entities listed below are "additional insureds as their interest may appear" including their respective 25 officers, directors, agents and employees. 26 27 (1) City 28 (2) Consultant: Kimley-Horn and Associates, Inc. 29 (3) Other: Fort Worth Everman/Risinger Development, LLC ; Commerce Construction Co., L.P. 30 31 SC-5.04A., “Contractor’s Insurance” 32 33 The limits of liability for the insurance required by Paragraph GC -5.04 shall provide the following 34 coverages for not less than the following amounts or greater where required by laws and regulations: 35 36 5.04A. Workers' Compensation, under Paragraph GC -5.04A. 37 38 Statutory limits 39 Employer's liability 40 $100,000 each accident/occurrence 41 $100,000 Disease - each employee 42 $500,000 Disease - policy limit 43 44 SC-5.04B., “Contractor’s Insurance” 45 46 5.04 B . Commercial General Liability, under Paragraph GC -5.04B. Contractor's Liability Insurance 47 under Paragraph GC -5.04B., which shall be on a per project basis covering the Contractor with 48 minimum limits of : 49 A geotechnical investigation project no. 63:1287, datede 4/13/2020 by ECS Southwest, LLP FW 901 Vickery Investors, LP 00 73 00 - 3 SUPPLEMENTARY CONDITIONS Page 3 of 5 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS 1 $1,000,000 each occurrence 2 $2,000,000 aggregate limit 3 4 The policy must have an endorsement (Amendment – Aggregate Limits of Insurance) making the 5 General Aggregate Limits apply separately to each job site. 6 7 The Commercial General Liability Insurance policies shall provide “X”, “C”, and “U” coverage’s. 8 Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. 9 10 SC 5.04C., “Contractor’s Insurance” 11 5.04 C. Automobile Liability , u nder Paragraph GC-5.04C. Contractor’s Liability Insurance under 12 Paragraph GC-5.04C., which shall be in an amount not less than the following amounts: 13 14 (1) Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", 15 defined as autos owned, hired and non-owned. 16 17 $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at 18 least: 19 20 $250,000 Bodily Injury per person / 21 $500,000 Bodily Injury per accident / 22 $100,000 Property Damage 23 24 SC-5.04 D., “Contractor’s Insurance” 25 26 The Contractor’s construction activities will require its employees, agents, subcontractors, equipment, and 27 material deliveries to cross railroad properties and tracks 28 NONE. 29 30 The Contractor shall conduct its operations o n railroad properties in such a manner as not to interfere with, 31 hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains 32 or other property. Such operations on railroad properties may require that Contr actor to execute a “Right of 33 Entry Agreement” with the particular railroad company or companies involved, and to this end the 34 Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute 35 the right-of-entry (if any) required by a railroad company. The requirements specified herein likewise relate 36 to the Contractor’s use of private and/or construction access roads crossing said railroad company’s 37 properties. 38 39 The Contractual Liability coverage required by Paragra ph 5.04 D of the General Conditions shall provide 40 coverage for not less than the following amounts, issued by companies satisfactory to the City and to the 41 Railroad Company for a term that continues for so long as the Contractor’s operations and work cross, 42 occupy, or touch railroad property: 43 44 (1) General Aggregate: N/A 45 46 (2) Each Occurrence : N/A 47 48 Required for this Contract x Not required for this Contract 49 With respect to the above outlined insurance requirements, the following shall govern: 50 51 1. Wh ere a single railroad company is involved, the Contractor shall provide one insurance policy in 52 the name of the railroad company. However, if more than one grade separation or at -grade 53 crossing is affected by the Project at entirely separate locations on t he line or lines of the same 54 railroad company, separate coverage may be required , each in the amount stated above. 55 00 73 00 - 4 SUPPLEMENTARY CONDITIONS Page 4 of 5 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS 1 2. Where more than one railroad company is operating on the same right -of-way or where several 2 railroad companies are involved and operated o n their own separate rights-of -way, the Contractor 3 may be required to provide separate insurance policies in the name of each railroad company. 4 5 3. If, in addition to a grade separation or an at -grade crossing, other work or activity is proposed on a 6 railroad company’s right-of-way at a location entirely separate from the grade separation or at -7 grade crossing, insurance coverage for this work must be included in the policy covering the grade 8 separation. 9 10 4. If no grade separation is involved but other work is proposed on a railroad company’s right -of-11 way, all such other work may be covered in a single policy for that railroad, even though the work 12 may be at two or more separate locations. 13 14 No work or activities on a railroad company’s property to be performed by the Contractor shall be 15 commenced until the Contractor has furnished the City with an original policy or policies of the insurance 16 for each railroad company named, as required above. All such insurance must be approved by the City and 17 each affected Railroad Company prior to the Contractor’s beginning work. 18 19 The insurance specified above must be carried until all Work to be performed on the railroad right -of-way 20 has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, 21 insurance must be carried during all maintenance and/or repair work performed in the railroad right -of-way. 22 Such insurance must name the railroad company as the insured, together with any tenant or lessee of the 23 railroad company operating over t racks involved in the Project. 24 25 SC-6.04., “Project Schedule” 26 27 Project schedule shall be tier 3 for the project. 28 29 SC-6.07., “Wage Rates” 30 31 The following is the prevailing wage rate table(s) applicable to this project and is provided in the 32 Appendixes: 33 NONE 34 35 SC-6.09 ., “Permits and Utilities” 36 37 SC-6.09A., “Contractor obtained permits and licenses” 38 The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: 39 NONE 40 41 SC-6.09B. “City obtained permits and licenses” 42 The f ollowing are known permits and/or licenses required by the Contract to be acquired by the City: 43 NONE 44 45 SC-6.09C. “Outstanding permits and licenses” 46 47 The following is a list of known outstanding permits and/or licenses to be acquired, if any as of September 48 2018: 49 50 Outstanding Permits and/or Licenses to Be Acquired 51 OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION NONE 00 73 00 - 5 SUPPLEMENTARY CONDITIONS Page 5 of 5 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION 1 SC-7.02., “Coordination” 2 3 The individuals or entities listed below have contracts with the City for the performance of other work at 4 the Site: 5 NONE 6 7 SC-8.01 , “Communications to Contractor” 8 9 NONE 10 11 SC-9.01., “City’s Project Manager” 12 13 The City’s Project Manager for this Contract is Gopal Sahu, or his/her successor pursuant to written 14 notification from the Director of T/PW. 15 16 SC-13.03C., “Tests and Inspections” 17 18 NONE 19 20 SC-16.01C.1, “Methods and Procedures” 21 22 NONE 23 24 25 26 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1/22/2016 F. Griffin SC-9.01., “City’s Project Representative” wording changed to City’s Project Manager. The City's Project Manager for this Contract is Debbie J. Willhelm, or her successor pursuant to written CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS TABLE OF CONTENTS Page Article 1 – Definitions and Terminology .......................................................................................................... 1 1.01 Defined Terms ............................................................................................................................... 1 1.02 Terminology .................................................................................................................................. 5 Article 2 – Preliminary Matters ......................................................................................................................... 6 2.01 Before Starting Construction ........................................................................................................ 6 2.02 Preconstruction Conference .......................................................................................................... 6 2.03 Public Meeting .............................................................................................................................. 6 Article 3 – Contract Documents and Amending ............................................................................................... 6 3.01 Reference Standards ..................................................................................................................... 6 3.02 Amending and Supplementing Contract Documents .................................................................. 6 Article 4 – Bonds and Insurance ....................................................................................................................... 7 4.01 Licensed Sureties and Insurers ..................................................................................................... 7 4.02 Performance, Payment, and Maintenance Bonds ........................................................................ 7 4.03 Certificates of Insurance ............................................................................................................... 7 4.04 Contractor’s Insurance .................................................................................................................. 9 4.05 Acceptance of Bonds and Insurance; Option to Replace ........................................................... 12 Article 5 – Contractor’s Responsibilities ........................................................................................................ 12 5.01 Supervision and Superintendent ................................................................................................. 12 5.02 Labor; Working Hours ................................................................................................................ 13 5.03 Services, Materials, and Equipment ........................................................................................... 13 5.04 Project Schedule .......................................................................................................................... 14 5.05 Substitutes and “Or-Equals” ....................................................................................................... 14 5.06 Pre-Qualification of Bidders (Prime Contractors and Subcontractors) ..................................... 16 5.07 Concerning Subcontractors, Suppliers, and Others ................................................................... 16 5.08 Wage Rates.................................................................................................................................. 18 5.09 Patent Fees and Royalties ........................................................................................................... 19 5.10 Laws and Regulations ................................................................................................................. 19 5.11 Use of Site and Other Areas ....................................................................................................... 19 5.12 Record Documents ...................................................................................................................... 20 5.13 Safety and Protection .................................................................................................................. 21 5.14 Safety Representative ................................................................................................................. 21 5.15 Hazard Communication Programs ............................................................................................. 22 5.16 Submittals .................................................................................................................................... 22 5.17 Contractor’s General Warranty and Guarantee .......................................................................... 23 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 5.18 Indemnification ........................................................................................................................... 24 5.19 Delegation of Professional Design Services .............................................................................. 24 5.20 Right to Audit: ............................................................................................................................ 25 5.21 Nondiscrimination....................................................................................................................... 25 Article 6 – Other Work at the Site ................................................................................................................... 26 6.01 Related Work at Site ................................................................................................................... 26 Article 7 – City’s Responsibilities................................................................................................................... 26 7.01 Inspections, Tests, and Approvals .............................................................................................. 26 7.02 Limitations on City’s Responsibilities ....................................................................................... 26 7.03 Compliance with Safety Program ............................................................................................... 27 Article 8 – City’s Observation Status During Construction ........................................................................... 27 8.01 City’s Project Representative ..................................................................................................... 27 8.02 Authorized Variations in Work .................................................................................................. 27 8.03 Rejecting Defective Work .......................................................................................................... 27 8.04 Determinations for Work Performed .......................................................................................... 28 Article 9 – Changes in the Work ..................................................................................................................... 28 9.01 Authorized Changes in the Work ............................................................................................... 28 9.02 Notification to Surety .................................................................................................................. 28 Article 10 – Change of Contract Price; Change of Contract Time ................................................................ 28 10.01 Change of Contract Price ............................................................................................................ 28 10.02 Change of Contract Time............................................................................................................ 28 10.03 Delays .......................................................................................................................................... 28 Article 11 – Tests and Inspections; Correction, Removal or Acceptance of Defective Work ...................... 29 11.01 Notice of Defects ........................................................................................................................ 29 11.02 Access to Work ........................................................................................................................... 29 11.03 Tests and Inspections .................................................................................................................. 29 11.04 Uncovering Work ....................................................................................................................... 30 11.05 City May Stop the Work ............................................................................................................. 30 11.06 Correction or Removal of Defective Work ................................................................................ 30 11.07 Correction Period ........................................................................................................................ 30 11.08 City May Correct Defective Work ............................................................................................. 31 Article 12 – Completion .................................................................................................................................. 32 12.01 Contractor’s Warranty of Title ................................................................................................... 32 12.02 Partial Utilization ........................................................................................................................ 32 12.03 Final Inspection ........................................................................................................................... 32 12.04 Final Acceptance ......................................................................................................................... 33 Article 13 – Suspension of Work .................................................................................................................... 33 13.01 City May Suspend Work ............................................................................................................ 33 Article 14 – Miscellaneous .............................................................................................................................. 34 14.01 Giving Notice .............................................................................................................................. 34 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 14.02 Computation of Times ................................................................................................................ 34 14.03 Cumulative Remedies ................................................................................................................. 34 14.04 Survival of Obligations ............................................................................................................... 35 14.05 Headings ...................................................................................................................................... 35 00 73 10- 1 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 1 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 ARTICLE 1 – DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed-defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Agreement - The written instrument which is evidence of the agreement between Developer and Contractor covering the Work 2. Asbestos—Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 3. Business Day – A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 4. Buzzsaw – City’s on-line, electronic document management and collaboration system. 5. Calendar Day – A day consisting of 24 hours measured from midnight to the next midnight. 6. City— The City of Fort Worth, Texas, a Texas home-rule municipal corporation, acting by, its governing body through its City Manager, his designee, or agents authorized pursuant to its duly authorized charter on his behalf. 7. Community Facilities Agreement (CFA) -–A Contract between the Developer and the City for the Construction of one or more following public facilities within the City public right-of- way or easement: Water, Sanitary Sewer, Street, Storm Drain, Street Light, and Street Signs. A CFA may include private facilities within the right-of-way dedicated as private right-of- way or easement on a recorded plat. 8. Contract—The entire and integrated written document incorporating the Contract Documents between the Developer, Contractor, and/or City concerning the Work. The Contract supersedes prior negotiations, representations, or agreements, whether written or oral. 9. Contract Documents—Those items that make up the contract and which must include the Agreement, and it’s attachments such as standard construction specifications, standard City Conditions, other general conditions of the Developer, including: a. An Agreement 00 73 10- 2 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 2 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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. 00 73 10- 3 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 3 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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. 00 73 10- 4 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 4 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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. 00 73 10- 5 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 5 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 41. Work—The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Participating Change Order, Non-Participating Change Order, or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 42. Working Day – A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.B through D are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Defective: 1. The word “defective,” when modifying the word “Work,” refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to City’s written acceptance. C. Furnish, Install, Perform, Provide: 1. The word “Furnish” or the word “Install” or the word “Perform” or the word “Provide” or the word “Supply,” or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. D. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. 00 73 10- 6 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 6 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 ARTICLE 2 – PRELIMINARY MATTERS 2.01 Before Starting Construction Baseline Schedules: Submit to City in accordance with the Contract Documents, and prior to starting the Work. New schedules will be submitted to City when Participating Change Orders or Non- Participating Change Orders occur. 2.02 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.03 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor attending the Public Meeting as scheduled by the City. ARTICLE 3 – CONTRACT DOCUMENTS AND AMENDING 3.01 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.02 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Participating Change Order or a Non-Participating Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized, by one or more of the following ways: 1. A Field Order; 00 73 10- 7 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 7 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 1. City’s or Engineer’s review of a Submittal (subject to the provisions of Paragraph 5.16.C); or 2. City’s written interpretation or clarification. ARTICLE 4 – BONDS AND INSURANCE 4.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverage so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided Section 4.04. 4.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds in the name of Developer and City, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor’s obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in the name of Developer and City in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of “Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies” as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney-in-fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney-in-fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 4.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 4.01 and 4.02.C. 4.03 Certificates of Insurance Contractor shall deliver to Developer and City, with copies to each additional insured and loss payee identified in these Standard City Conditions certificates of insurance (and other evidence of insurance requested by City or any other additional insured) which Contractor is required to purchase and maintain. 00 73 10- 8 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 8 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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 00 73 10- 9 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 9 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. 10. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a first-dollar basis, must be acceptable to and approved by the City. 11. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage’s and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 12. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either party or the underwriter on any such policies. 13. City shall not be responsible for the direct payment of insurance premium costs for Contractor’s insurance. 4.04 Contractor’s Insurance A. Workers Compensation and Employers’ Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers’ Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers’ Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor’s performance of the Work and Contractor’s other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers’ compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor’s employees. 3. The limits of liability for the insurance shall provide the following coverages for not less than the following amounts or greater where required by Laws and Regulations a. Statutory limits b. Employer's liability 00 73 10- 10 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 10 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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. 00 73 10- 11 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 11 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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- 00 73 10- 12 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 12 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 way, the Contractor may be required to provide separate insurance policies in the name of each railroad company. c. If, in addition to a grade separation or an at-grade crossing, other work or activity is proposed on a railroad company’s right-of-way at a location entirely separate from the grade separation or at-grade crossing, insurance coverage for this work must be included in the policy covering the grade separation. d. If no grade separation is involved but other work is proposed on a railroad company’s right-of-way, all such other work may be covered in a single policy for that railroad, even though the work may be at two or more separate locations. 5. No work or activities on a railroad company’s property to be performed by the Contractor shall be commenced until the Contractor has furnished the City with an original policy or policies of the insurance for each railroad company named, as required above. All such insurance must be approved by the City and each affected Railroad Company prior to the Contractor’s beginning work. 6. The insurance specified above must be carried until all Work to be performed on the railroad right-of-way has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. Such insurance must name the railroad company as the insured, together with any tenant or lessee of the railroad company operating over tracks involved in the Project. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 4.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the Developer and City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the Developer or City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the Developer or City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 5 – CONTRACTOR’S RESPONSIBILITIES 5.01 Supervision and Superintendent A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the 00 73 10- 13 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 13 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor’s representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 5.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City’s written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication) to perform Work: 1. for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 5.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. 00 73 10- 14 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 14 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. 5.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.01 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.01 and the General Requirements) proposed adjustments in the Project Schedule. 2. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 9. Adjustments in Contract Time for projects with City participation shall be made by participating change orders. 5.05 Substitutes and “Or-Equals” A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or “or-equal” item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. 1. “Or-Equal” Items: If in City’s sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an “or-equal” item, in which case review and approval of the proposed item may, in City’s sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 5.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and 00 73 10- 15 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 15 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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 00 73 10- 16 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 16 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City’s sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 5.05.A.2. C. City’s Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 5.05.A and 5.05.B. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No “or-equal” or substitute will be ordered, installed or utilized until City’s review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an “or-equal.” City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor’s expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City’s Cost Reimbursement: City will record City’s costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 5.05.A.2 and 5.05.B. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents. F. Contractor’s Expense: Contractor shall provide all data in support of any proposed substitute or “or-equal” at Contractor’s expense. G. Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Participating Change Order. 5.06 Pre-Qualification of Bidders (Prime Contractors and Subcontractors) A. The Contractor and any subcontractors are required to be prequalified for the work types requiring pre-qualification 5.07 Concerning Subcontractors, Suppliers, and Others A. Minority and Women Owned Business Enterprise Compliance: 00 73 10- 17 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 17 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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 00 73 10- 18 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 18 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Documents, Contractor shall provide City contract numbers and reference numbers to the Subcontractors and/or Suppliers. 5.08 Wage Rates Required for this Contract. Not Required for this Contract. A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 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 00 73 10- 19 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 19 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. Progress Payments. With each progress payment or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 5.09 Patent Fees and Royalties A. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 5.10 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor’s compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor’s responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor’s obligations under Paragraph 3.01. 5.11 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or 00 73 10- 20 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 20 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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 00 73 10- 21 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 21 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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. 00 73 10- 22 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 22 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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. 00 73 10- 23 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 23 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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 00 73 10- 24 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 24 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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. 00 73 10- 25 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 25 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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. 00 73 10- 26 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 26 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 ARTICLE 6 – OTHER WORK AT THE SITE 6.01 Related Work at Site A. City may perform other work related to the Project at the Site with City’s employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other work with City’s employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor’s Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor’s Work. Contractor’s failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor’s Work except for latent defects in the work provided by others. ARTICLE 7 – CITY’S RESPONSIBILITIES 7.01 Inspections, Tests, and Approvals City’s responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 11.03. 7.02 Limitations on City’s Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor’s means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor’s failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 5.13. 00 73 10- 27 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 27 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 7.03 Compliance with Safety Program While at the Site, City’s employees and representatives shall comply with the specific applicable requirements of Contractor’s safety programs of which City has been informed pursuant to Paragraph 5.13. ARTICLE 8 – CITY’S OBSERVATION STATUS DURING CONSTRUCTION 8.01 City’s Project Representative City will provide one or more Project Representative(s) during the construction period. The duties and responsibilities and the limitations of authority of City’s representative during construction are set forth in the Contract Documents. A. City’s Project Representative will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor’s executed Work. Based on information obtained during such visits and observations, City’s Project Representative will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City’s Project Representative will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City’s Project Representative’s efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City’s Project Representative’s visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents. 8.02 Authorized Variations in Work City’s Project Representative may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City Developer, and also on Contractor, who shall perform the Work involved promptly. 8.03 Rejecting Defective Work City will have authority to reject Work which City’s Project Representative believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 11, whether or not the Work is fabricated, installed, or completed. 00 73 10- 28 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 28 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 8.04 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City’s Project Representative will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City’s written decision will be final (except as modified to reflect changed factual conditions or more accurate data). ARTICLE 9 – CHANGES IN THE WORK 9.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Participating Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price on a project with City participation, a Field Order may be issued by the City. 9.02 Notification to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor’s responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. ARTICLE 10 – CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 10.01 Change of Contract Price A. The Contract Price may only be changed by a Participating Change Order for projects with City participation. 10.02 Change of Contract Time A. The Contract Time may only be changed by a Participating Change Order for projects with City participation. 10.03 Delays A. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. 00 73 10- 29 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 29 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 ARTICLE 11 – TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 11.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 11.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor’s safety procedures and programs so that they may comply therewith as applicable. 11.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections, which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re-tests, or approvals required for City’s acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor’s purchase thereof for incorporation in the Work. Such inspections, tests, re-tests, or approvals shall be performed by organizations approved by City. D. City may arrange for the services of an independent testing laboratory (“Testing Lab”) to perform any inspections or tests (“Testing”) for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible, with Contractor; 2. Should any Testing under this Section 11.03 D result in a “fail”, “did not pass” or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor’s cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. 00 73 10- 30 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 30 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 3. Any amounts owed for any retest under this Section 11.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Developer/Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue a letter of Final Acceptance until the Testing Lab is Paid E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. 11.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City’s observation and replaced at Contractor’s expense. 11.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 11.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 11.06 or Paragraph 11.07, Contractor shall take no action that would void or otherwise impair City’s special warranty and guarantee, if any, on said Work. 11.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract 00 73 10- 31 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 31 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor’s use by City or permitted by Laws and Regulations as contemplated in Paragraph 5.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City’s written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City’s written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. C. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 11.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor and Developer should such additional warranty coverage be required. Contractor’s obligations under this Paragraph 11.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 11.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 11.08 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 11.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven (7) days written notice to Contractor and the Developer, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 11.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor’s services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are 00 73 10- 32 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 32 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 stored elsewhere. Contractor shall allow City, City’s representatives, agents, consultants, employees, and City’s other contractors, access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Work attributable to the exercise of City’s rights and remedies under this Paragraph 11.09. ARTICLE 12 – COMPLETION 12.01 Contractor’s Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment will pass to City no later than the time of Final Acceptance and shall be free and clear of all Liens. 12.02 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which City, determines constitutes a separately functioning and usable part of the Work that can be used by City for its intended purpose without significant interference with Contractor’s performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 12.03 Final Inspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: 00 73 10- 33 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 33 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 1. within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. 12.04 Final Acceptance A. Upon completion by Contractor to City’s satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance upon the satisfaction of the following: 1. All documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; 2. consent of the surety, if any, to Final Acceptance; 3. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and 4. affidavits of payments and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. 5. after all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor’s insurance provider for resolution. 6. Issuing Final Acceptance by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. ARTICLE 13 – SUSPENSION OF WORK 13.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will stop contract time on City participation projects. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not 00 73 10- 34 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 34 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. ARTICLE 14 – MISCELLANEOUS 14.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 14.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 14.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. 00 73 10- 35 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 35 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 14.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 14.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. 01 11 00 - 1 DAP SUMMARY OF WORK Page 1 of 3 CITY OF FORT WORTH PAVING & LIGHTING IMPROVEMENTS TO SERVE 901 W VICKERY BLVD STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No.102727 DEVELOPER AWARDED PROJECTS Revised December 20, 2012 SECTION 01 11 00 1 SUMMARY OF WORK 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. Summary of Work to be performed in accordance with the Contract Documents 6 B. Deviations f rom 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 I tem. 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 document ary 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, t hen 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 oper ations. 38 01 11 00 - 2 DAP SUMMARY OF WORK Page 2 of 3 CITY OF FORT WORTH PAVING & LIGHTING IMPROVEMENTS TO SERVE 901 W VICKERY BLVD STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No.102727 DEVELOPER AWARDED PROJECTS 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 1) All Work shall be in accordance with railroad requirements set forth in 6 Division 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, plants, 17 lawns, fences, culverts, curbing, and all other types of structures or improvements, 18 to all water, sewer, and gas lines, to all conduits, overhead pole lines, or 19 appurtenances thereof, including the construction of temporary fences and to all 20 other public or private property adjacent to the Work. 21 5. Notify the proper representatives of the owners or occupants of the public or private 22 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 the 24 Work. 25 b. Notices shall be applicable to both public and private utility companies and any 26 corporation, company, individual, or other, either as owners or occupants, 27 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 resulting 29 from any act, omission, neglect, or misconduct in the manner or method or 30 execution of the Work, or at any time due to defective work, material, or 31 equipment. 32 6. Fence 33 a. Restore all fences encountered and removed during construction of the Project 34 to the original or a better than original condition . 35 b. Erect temporary fencing in pl ace of the fencing removed whenever the Work is 36 not in progress and when the site is vacated overnight, and/or at all times to 37 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 00 - 3 DAP SUMMARY OF WORK Page 3 of 3 CITY OF FORT WORTH PAVING & LIGHTING IMPROVEMENTS TO SERVE 901 W VICKERY BLVD STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No.102727 DEVELOPER AWARDED PROJECTS 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 25 00 - 1 DAP SUBSTITUTION PROCEDURES Page 1 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised August 30, 2013 SECTION 01 25 00 SUBSTITUTION PROCEDURES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. The procedure for requesting the approval of substitution of a product that is not equivalent to a product which is specified by descriptive or performance criteria or defined by reference to 1 or more of the following: a. Name of manufacturer b. Name of vendor c. Trade name d. Catalog number 2. Substitutions are not "or-equals". B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Request for Substitution - General 1. Within 30 days after award of Contract (unless noted otherwise), the City will consider formal requests from Contractor for substitution of products in place of those specified. 2. Certain types of equipment and kinds of material are described in Specifications by means of references to names of manufacturers and vendors, trade names, or catalog numbers. a. When this method of specifying is used, it is not intended to exclude from consideration other products bearing other manufacturer's or vendor's names, trade names, or catalog numbers, provided said products are "or-equals," as determined by City. 3. Other types of equipment and kinds of material may be acceptable substitutions under the following conditions: a. Or-equals are unavailable due to strike, discontinued production of products meeting specified requirements, or other factors beyond control of Contractor; or, PAVING & LIGHTING IMPROVEMENTS TO SERVE 901 W VICKERY BLVD CITY PROJECT No. 102727 01 25 00 - 2 DAP SUBSTITUTION PROCEDURES Page 2 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised August 30, 2013 b. Contractor proposes a cost and/or time reduction incentive to the City. 1.5 SUBMITTALS A. See Request for Substitution Form (attached) B. Procedure for Requesting Substitution 1. Substitution shall be considered only: a. After award of Contract b. Under the conditions stated herein 2. Submit 3 copies of each written request for substitution, including: a. Documentation 1) Complete data substantiating compliance of proposed substitution with Contract Documents 2) Data relating to changes in construction schedule, when a reduction is proposed 3) Data relating to changes in cost b. For products 1) Product identification a) Manufacturer's name b) Telephone number and representative contact name c) Specification Section or Drawing reference of originally specified product, including discrete name or tag number assigned to original product in the Contract Documents 2) Manufacturer's literature clearly marked to show compliance of proposed product with Contract Documents 3) Itemized comparison of original and proposed product addressing product characteristics including, but not necessarily limited to: a) Size b) Composition or materials of construction c) Weight d) Electrical or mechanical requirements 4) Product experience a) Location of past projects utilizing product b) Name and telephone number of persons associated with referenced projects knowledgeable concerning proposed product c) Available field data and reports associated with proposed product 5) Samples a) Provide at request of City. b) Samples become the property of the City. c. For construction methods: 1) Detailed description of proposed method 2) Illustration drawings C. Approval or Rejection 1. Written approval or rejection of substitution given by the City 2. City reserves the right to require proposed product to comply with color and pattern of specified product if necessary to secure design intent. 3. In the event the substitution is approved, if a reduction in cost or time results, it will be documented by Change Order. PAVING & LIGHTING IMPROVEMENTS TO SERVE 901 W VICKERY BLVD CITY PROJECT No. 102727 01 25 00 - 3 DAP SUBSTITUTION PROCEDURES Page 3 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised August 30, 2013 4. Substitution will be rejected if: a. Submittal is not through the Contractor with his stamp of approval b. Request is not made in accordance with this Specification Section c. In the Developer’s opinion, acceptance will require substantial revision of the original design d. In the City’s or Developer’s opinion, substitution will not perform adequately the function consistent with the design intent 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. In making request for substitution or in using an approved product, the Contractor represents that the Contractor: 1. Has investigated proposed product, and has determined that it is adequate or superior in all respects to that specified, and that it will perform function for which it is intended 2. Will provide same guarantee for substitute item as for product specified 3. Will coordinate installation of accepted substitution into Work, to include building modifications if necessary, making such changes as may be required for Work to be complete in all respects 4. Waives all claims for additional costs related to substitution which subsequently arise 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE PAVING & LIGHTING IMPROVEMENTS TO SERVE 901 W VICKERY BLVD CITY PROJECT No. 102727 01 25 00 - 4 DAP SUBSTITUTION PROCEDURES Page 4 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised August 30, 2013 EXHIBIT A REQUEST FOR SUBSTITUTION FORM: TO: PROJECT: DATE: We hereby submit for your consideration the following product instead of the specified item for the above project: SECTION PARAGRAPH SPECIFIED ITEM Proposed Substitution: Reason for Substitution: Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Fill in Blanks Below: A. Will the undersigned contractor pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? B. What effect does substitution have on other trades? C. Differences between proposed substitution and specified item? D. Differences in product cost or product delivery time? E. Manufacturer's guarantees of the proposed and specified items are: Equal Better (explain on attachment) The undersigned states that the function, appearance and quality are equivalent or superior to the specified item. Submitted By: For Use by City Signature Recommended Recommended as noted Firm Not recommended Received late Address By Date Date Remarks Telephone For Use by City: Approved Rejected City Date PAVING & LIGHTING IMPROVEMENTS TO SERVE 901 W VICKERY BLVD CITY PROJECT No. 102727 01 31 19 - 1 DAP PRECONSTRUCTION MEETING Page 1 of 3 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 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 Wor k 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 I tem is considered subsidiary to the various items bid . 15 No separate payment will be allowed for this I tem. 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 a. 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 desire 37 to invite or the City may request 38 01 31 19 - 2 DAP PRECONSTRUCTION MEETING Page 2 of 3 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Revised August 30, 2013 e. Other City representatives 1 f. Others as appropriate 2 4. Preliminary Agenda may include: 3 a. Introduction of Project Personnel 4 b. General Description of Project 5 c. Status of right-of -way, utility clearances, easements or other pertinent permits 6 d. Contractor’s work plan and schedule 7 e. Contract Time 8 f. Notice to Proceed 9 g. Construction Staking 10 h. Progress Payments 11 i. Extra Work and Change Order Procedures 12 j. Field Orders 13 k. Disposal Site Letter for Waste Material 14 l. Insurance Renewals 15 m. Payroll Certification 16 n. Material Certifications and Quality Control Testing 17 o. Public Safety and Convenience 18 p. Documentation of Pre-Construction Conditions 19 q. Weekend Work Notification 20 r. Legal Holidays 21 s. Trench Safety Plans 22 t. Confined Space Entry Standards 23 u. Coordination with the City’s representative for operations of existing water 24 systems 25 v. Storm Water Pollution Prevention Plan 26 w. Coordination with other Contractors 27 x. Early Warning System 28 y. Contractor Evaluation 29 z. Special Conditions applicable to the proj ect 30 aa. Damages Claims 31 bb. Submittal Procedures 32 cc. Substitution Procedures 33 dd. Correspondence Routing 34 ee. Record Drawings 35 ff. Temporary construction facilities 36 gg. MBE/SBE procedures 37 hh. Final Acceptance 38 ii. Final Payment 39 jj. Questions or Comments 40 01 31 19 - 3 DAP PRECONSTRUCTION MEETING Page 3 of 3 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 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 32 33 - 1 DAP PRECONSTRUCTION VIDEO Page 1 of 2 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised August 30, 2013 SECTION 01 32 33 PRECONSTRUCTION VIDEO PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative and procedural requirements for: a. Preconstruction Videos B. Deviations from this City of Fort Worth Standard Specification 1. Though not mandatory, it is highly recommended on infill developer projects. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Preconstruction Video 1. Produce a preconstruction video of the site/alignment, including all areas in the vicinity of and to be affected by construction. a. Provide digital copy of video upon request by the City. 2. Retain a copy of the preconstruction video until the end of the maintenance surety period. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PAVING & LIGHTING IMPROVEMENTS TO SERVE 901 W VICKERY BLVD CITY PROJECT No. 102727 01 32 33 - 2 DAP PRECONSTRUCTION VIDEO Page 2 of 2 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised August 30, 2013 PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE PAVING & LIGHTING IMPROVEMENTS TO SERVE 901 W VICKERY BLVD CITY PROJECT No. 102727 01 33 00 - 1 DAP SUBMITTALS Page 1 of 8 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 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 6 Work-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 I tem is considered subsidiary to the various items bid. 19 No separate payment will be allowed for this I tem. 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 24 submittals 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 27 performing the related Work or other applicable activities, or within the time 28 specified in the individual Work Sections, of the Specifications. 29 b. Contractor is responsible such that the installation will not be delayed by 30 processing 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 g) 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 00 - 2 DAP SUBMITTALS Page 2 of 8 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 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 2 contractor. 3 B. Submittal Numbering 4 1. When submitting shop drawings or samples, utilize a 9-character submittal cross-5 reference identification numbering system in the following manner: 6 a. Use the first 6 digits of the applicable Specification Section Number. 7 b. For the next 2 digits number use numbers 01-99 to sequentially number each 8 initial separate item or drawing submitted under each specific Section number. 9 c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. 10 A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical 11 submittal number would be as follows: 12 13 03 30 00-08-B 14 15 1) 03 30 00 is the Specification Section for Concrete 16 2) 08 is the eighth initial submittal under this Specification Section 17 3) B is the third submission (second resubmission) of that particular shop 18 drawing 19 C. Contractor Certification 20 1. Review shop drawings, product data and samples, including those by 21 subcontractors, prior to submission to determine and verify the following: 22 a. Field measurements 23 b. Field construction criteria 24 c. Catalog numbers and similar data 25 d. Conformance with the Contract Documents 26 2. Provide each shop drawing, sample and product data submitted by the Contractor 27 with a Certification Statement affixed including: 28 a. The Contractor's Company name 29 b. Signature of submittal reviewer 30 c. Certification Statement 31 1) “By this submittal, I hereby represent that I have determined and verified 32 field measurements, field construction criteria, materials, dimensions, 33 catalog numbers and similar data and I have checked and coordinated each 34 item with other applicable approved shop drawings." 35 D. Submittal Format 36 1. Fold shop drawings larger than 8 ½ inches x 11 inches to 8 ½ inches x 11inches. 37 2. Bind shop drawings and product data sheets together . 38 3. Order 39 a. Cover Sheet 40 1) Description of Packet 41 2) Contractor Certification 42 b. List of items / Table of Contents 43 c. Product Data /Shop Drawings/Samples /Calculations 44 E. Submittal Content 45 1. The date of submission and the dates of any pr evious submissions 46 01 33 00 - 3 DAP SUBMITTALS Page 3 of 8 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 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 1) Provide such measurements and note on the drawings prior to submitting 31 for approval. 32 G. Product Data 33 1. For submittals of product data for products included on th e 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. Standar d prepared data for manufactured products (sometimes referred to as 38 catalog data) 39 1) Such as the manufacturer's product specification and installation 40 instructions 41 2) Availability of colors and patterns 42 3) Manufacturer's printed statements of compliances and applicability 43 4) Roughing-in diagrams and templates 44 5) Catalog cuts 45 6) Product photographs 46 01 33 00 - 4 DAP SUBMITTALS Page 4 of 8 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Revised August 30, 2013 7) Standard wiring diagrams 1 8) Printed performance curves and operational -range diagrams 2 9) Production or quality control inspection and test reports and certifications 3 10) Mill reports 4 11) Product operating and maintenance instructions and recommended 5 spare-parts listing and printed product warranties 6 12) As applicable to the Work 7 H. Samples 8 1. As specified in individual Sections, include, but are not necessarily limited to: 9 a. Physical examples of the Work such as: 10 1) Sections of manufactured or fabricated Work 11 2) Small cuts or containers of materials 12 3) Complete units of repetitively used products color/texture/pattern swatches 13 and range sets 14 4) Specimens for coordination of visual effect 15 5) Graphic symbols and units of Work to be used by the City for independent 16 inspection and testing, as applicable to the Work 17 I. Do not start Work requiring a shop drawing, sample or product data nor any material to 18 be fabricated or installed prior to the approval or qualified approval of such item. 19 1. Fabrication performed, materials purchased or on -site construction accomplished 20 which does not conform to approved shop drawings and data is at the Contractor's 21 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 installation s in conformance 25 with 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 29 uploaded to City’s Buzzsaw site, or another external FTP site approved by the 30 City. 31 b. Shop Drawings 32 1) Upload submittal to designated project directory and notify appropriate 33 City representatives via email of submittal posting. 34 2) Hard Copies 35 a) 3 copies for all submittals 36 b) If Contractor requires more than 1 hard copy of Shop Drawings 37 returned, Contractor shall submit more than the number of copies listed 38 above. 39 c. Product Data 40 1) Upload submittal to designated project directory and notify appropriate 41 City representatives via email of submittal posting. 42 2) Hard Copies 43 a) 3 copies for all submittals 44 d. Samples 45 1) Distributed to the Project Representative 46 2. Hard Copy Distribution (if required in lieu of electronic distribution) 47 01 33 00 - 5 DAP SUBMITTALS Page 5 of 8 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 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 16 product data and samples, where required, to the job site file and elsewhere as 17 directed by 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. Th e review of shop drawings, data and samples will be for general conformance 22 with 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 29 does not relieve the Contractor from his/her responsibility with reg ard to the 30 fulfillment of 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 34 Work with all other associated work and trades, for selecting fabrication processes, 35 for 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 Contr act requirements which City finds to be in the interest of 38 the 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 40 exception. 41 5. Submittals will be returned to the Contractor under 1 of the following codes: 42 a. Code 1 43 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or 44 comments on the submittal. 45 a) When returned under this code the Contractor may release the 46 equipment and/or material for manufacture. 47 b. Code 2 48 01 33 00 - 6 DAP SUBMITTALS Page 6 of 8 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Revised August 30, 2013 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of 1 the 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 incorp orated into the 4 final product. 5 c. Code 3 6 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is 7 assigned when notations and comments are extensive enough to require a 8 resubmittal of 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 11 final product. 12 b) This resubmittal is to address all comments, omissions and 13 non-conforming items that were noted. 14 c) Resubmittal is to be received by the City within 15 Calendar Days of 15 the 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 18 intent of 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 22 to 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 29 expense. 30 1) All subsequent reviews will be performed at times convenient to the City 31 and at the Contractor's expense, based on the City's or City 32 Representative’s then prevailing rates. 33 2) Provide Contractor reimbursement to the City within 30 Calendar Days for 34 all such fees invoiced by the City. 35 c. The need for more than 1 resubmission or any other delay in obtaining City's 36 review of submittals, will not entitle the Contractor to an extension of Contract 37 Time. 38 7. Partial S ubmittals 39 a. City reserves the right to not review submittals deemed partial, at the City’s 40 discretion. 41 b. Submittals deemed by the City to be not complete will be returned to the 42 Contractor, and will be considered "Not Approved" until resubmitted. 43 c. The City may at its option provide a list or mark the submittal directing the 44 Contractor to the areas that are incomplete. 45 8. If the Contractor considers any correction indicated on the shop drawings to 46 constitute a change to the Contract Documents, then written notice must be 47 provided thereof to the Developer at least 7 Calendar Days prior to release for 48 manufacture. 49 01 33 00 - 7 DAP SUBMITTALS Page 7 of 8 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Revised August 30, 2013 9. When the shop drawings have been completed to the satisfact ion 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 8 used on the Project. Remove at the completion of the Work or when directed. 9 M. Qualifications 10 1. If specifically required in other Sections of these Specifications, submit a P.E. 11 Certification 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 clarificatio n 19 2. Sufficient information shall be attached to permit a written response without furthe r 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 00 - 8 DAP SUBMITTALS Page 8 of 8 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Revised August 30, 2013 PART 2 - PRODUCTS [NOT USED] 1 PART 3 - EXECUTION [NOT USED] 2 END OF SECTION 3 4 Revision Log DATE NAME SUMMARY OF CHANGE 12/20 /2012 D. Johnson 1.4.K.8 . Working Days modified to Calendar Days 5 01 35 13 - 1 DAP SPECIAL PROJECT PROCEDURES Page 1 of 7 CITY OF FORT WORTH PAVING & LIGHTING IMPROVEMENTS TO SERVE 901 W VICKERY BLVD STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No.102727 DEVELOPER AWARDED PROJECTS Revised August, 30, 2013 SECTION 01 35 13 1 SPECIAL PROJECT PROCEDURES 2 GENERAL 3 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedures for special project circumstances that includes, but is not limited to: 7 a. Coordination with the Texas Department of Transportation 8 b. Work near High Voltage Lines 9 c. Confined Space Entry Program 10 d. Air Pollution Watch Days 11 e. Use of Explosives, Drop Weight, Etc. 12 f. Water Department Notification 13 g. Public Notification Prior to Beginning Construction 14 h. Coordination with United States Army Corps of Engineers 15 i. Coordination within Railroad permits areas 16 j. Dust Control 17 k. Employee Parking 18 B. Deviations from this City of Fort Worth Standard Specification 19 1. None. 20 C. Related Specification Sections include, but are not necessarily limited to: 21 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 22 2. Division 1 – General Requirements 23 3. Section 33 12 25 – Connection to Existing Water Mains 24 25 1.2 REFERENCES 26 A. Reference Standards 27 1. Reference standards cited in this Specification refer to the current reference 28 standard published at the time of the latest revision date logged at the end of this 29 Specification, unless a date is specifically cited. 30 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 31 High Voltage Overhead Lines. 32 3. North Central Texas Council of Governments (NCTCOG) – Clean Construction 33 Specification 34 1.3 ADMINISTRATIVE REQUIREMENTS 35 A. Coordination with the Texas Department of Transportation 36 1. When work in the right-of -way which is under the jurisdiction of the Texas 37 Department of Transportation (TxDOT): 38 a. Notify the Texas Department of Transportation prior t o commencing any work 39 therein in accordance with the provisions of the permit 40 01 35 13 - 2 DAP SPECIAL PROJECT PROCEDURES Page 2 of 7 CITY OF FORT WORTH PAVING & LIGHTING IMPROVEMENTS TO SERVE 901 W VICKERY BLVD STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No.102727 DEVELOPER AWARDED PROJECTS Revised August, 30, 2013 b. All work performed in the TxDOT right-of-way shall be performed in 1 compliance with and subject to approval from the Tex as Department of 2 Transportation 3 B. Work near High Voltage Lines 4 1. Regulatory Requirements 5 a. All Work near High Voltage Lines (more than 600 volts measured between 6 conductors or between a conductor and the ground) shall be in accordance with 7 Health and Safety Code, Title 9, Subtitle A, Chapter 752. 8 2. Warning sign 9 a. Provide sign of sufficient size meeting all OSHA requirements. 10 3. Equipment operating within 10 feet of high voltage lines will require the following 11 safety features 12 a. Insulating cage-type of guard about the boom or arm 13 b. Insulator links on the lift hook connections for back hoes or dippers 14 c. Equipment must meet the safety requirements as set forth by OSHA and the 15 safety requirements of the owner of t he high voltage lines 16 4. Work within 6 feet of high voltage electric lines 17 a. Notification shall be given to: 18 1) The power company (example: ONCOR) 19 a) Maintain an accurate log of all such calls to power company and record 20 action taken in each case. 21 b. Coordination with power company 22 1) After notification coordinate with the power company to: 23 a) Erect temporary mechanical barriers, de-energize the lines, or raise or 24 lower the lines 25 c. No personnel may work within 6 feet of a high voltage line before the above 26 requirements have been met. 27 C. Confined Space Entry Program 28 1. Provide and follow approved Confined Space Entry Program in accordance with 29 OSHA requirements. 30 2. Confined Spaces include: 31 a. Manholes 32 b. All other confined spaces in accordance with OSHA’s Permit Required for 33 Confined Spaces 34 D. Use of Explosives, Drop Weight, Etc. 35 1. When Contract Documents permit on the project the following will apply: 36 a. Public Notification 37 1) Submit notice to City and proof of adequate insurance coverage, 24 hours 38 prior to commencing. 39 2) Minimum 24 hour public notification in accordance with Section 01 31 13 40 E. Water Department Coordination 41 1. During the construction of this project, it will be necessary to deactivate, for a 42 period of time, existing lines. The Contractor shall be required to coordinate with 43 the Water Department to determine the best times for deactivating and activating 44 those lines. 45 01 35 13 - 3 DAP SPECIAL PROJECT PROCEDURES Page 3 of 7 CITY OF FORT WORTH PAVING & LIGHTING IMPROVEMENTS TO SERVE 901 W VICKERY BLVD STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No.102727 DEVELOPER AWARDED PROJECTS Revised August, 30, 2013 2. Coordinate any event that will require connecting to or the operation of an existing 1 City water line system with the City’s representative. 2 a. Coordination shall be in accordance with Section 33 12 25. 3 b. If needed, obtain a hydrant water meter from the Water Department for use 4 during the life of named project. 5 c. In the event that a water valve on an existing live system be turned off and on 6 to accommodate the construction of the project is required, coordinate this 7 activity through the appropriate City representative. 8 1) Do not operate water line valves of existing water system. 9 a) Failure to comply will render the Contractor in violation of Texas Penal 10 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 11 will be prosecuted to the full extent of the law. 12 b) In addition, the Contractor will assume all liabilities and 13 responsibilities as a result of these actions. 14 F. Public Notification Prior to Beginning Construction 15 1. Prior to beginning construction on any block in the project, on a block by block 16 basis, prepare and deliver a notice or flyer of the pending construction to the front 17 door of each residence or business that will be impacted by construction. The notice 18 shall be prepared as follows: 19 a. Post notice or flyer 7 days prior to beginning any construction activity on each 20 block in the project area. 21 1) Prepare flyer on the Contractor’s letterhead and include the following 22 information: 23 a) Name of Project 24 b) City Project No (CPN) 25 c) Scope of Project (i.e. type of constructi on activity) 26 d) Actual construction duration within the block 27 e) Name of the contractor’s foreman and phone number 28 f) Name of the City’s inspector and phone number 29 g) City’s after -hours phone number 30 2) A sample of the ‘pre-construction notification’ flyer is attached as Exhibit 31 A. 32 3) Submit schedule showing the construction start and finish time for each 33 block of the project to the inspector. 34 4) Deliver flyer to the City Inspector for review prior to distribution. 35 b. No construction will be allowed to begin on any block until the flyer is 36 delivered to all residents of the block. 37 G. Public Notification of Temporary Water Service Interruption during Construction 38 1. In the event it becomes necessary to temporarily shut down water service to 39 residents or businesses during construction, prepare and deliver a notice or flyer of 40 the pending interruption to the front door of each affected resident. 41 2. Prepared notice as follows: 42 a. The notification or flyer shall be posted 24 hours prior to the temporary 43 interruption. 44 b. Prepare flyer on the contractor’s letterhead and include the following 45 information: 46 1) Name of the project 47 2) City Project Number 48 01 35 13 - 4 DAP SPECIAL PROJECT PROCEDURES Page 4 of 7 CITY OF FORT WORTH PAVING & LIGHTING IMPROVEMENTS TO SERVE 901 W VICKERY BLVD STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No.102727 DEVELOPER AWARDED PROJECTS Revised August, 30, 2013 3) Date of the interruption of service 1 4) Period the interruption will take place 2 5) Name of the contractor’s foreman and phone number 3 6) Name of the City’s inspector and phone number 4 c. A sample of the temporary water service interruption notification is attached as 5 Exhibit B. 6 d. Deliver a copy of the temporary interruption notification to the City inspector 7 for review prior to being distributed. 8 e. No interruption of water service can occur until the flyer has been delivered to 9 all affected residents and businesses. 10 f. Electronic versions of the sample flyers can be obtained from the Project 11 Construction Inspector. 12 H. Coordination with United States Arm y Corps of Engineers (USACE) 13 1. At locations in the P roject where construction activities occur in areas where 14 USACE permits are required, meet all requirements set forth in each designated 15 permit. 16 I. Coordination within Railroad Permit Areas 17 1. At locations in the project where construction activities occur in areas where 18 railroad permits are required, meet all requirements set forth in each designated 19 railroad permit. This includes, but is not limited to, provisions for: 20 a. Flagmen 21 b. Inspectors 22 c. Safety training 23 d. Additional insurance 24 e. Insurance certificates 25 f. Other employees required to protect the right-of-way and property of the 26 Railroad Company from damage arising out of and/or from the construction of 27 the project. Proper utility clearance procedures shall be used in accordance 28 with the permit guidelines. 29 2. Obtain any supplemental information needed to comply with the railroad’s 30 requirements. 31 J. Dust Control 32 1. Use acceptable measures to control dust at the Site. 33 a. If water is used to control dust, capture and properly dispose of waste water. 34 b. If wet saw cutting is performed, capture and properly dispose of slurry. 35 K. Employee Parking 36 1. Provide parking for employees at locations approved by the City. 37 L. {Coordination with North Central Texas Council of Governments (NCTCOG) Clean 38 Construction Specification [if required for the project] 39 1. Comply with equipment, operational, reporting and enforcement requirements set 40 forth in NCTCOG’s Clean Construction Specification.} 41 01 35 13 - 5 DAP SPECIAL PROJECT PROCEDURES Page 5 of 7 CITY OF FORT WORTH PAVING & LIGHTING IMPROVEMENTS TO SERVE 901 W VICKERY BLVD STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No.102727 DEVELOPER AWARDED PROJECTS 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 13 - 6 DAP SPECIAL PROJECT PROCEDURES Page 6 of 7 CITY OF FORT WORTH PAVING & LIGHTING IMPROVEMENTS TO SERVE 901 W VICKERY BLVD STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No.102727 DEVELOPER AWARDED PROJECTS 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 21 OF 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 13 - 7 DAP SPECIAL PROJECT PROCEDURES Page 7 of 7 CITY OF FORT WORTH PAVING & LIGHTING IMPROVEMENTS TO SERVE 901 W VICKERY BLVD STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT No.102727 DEVELOPER AWARDED PROJECTS Revised August, 30, 2013 EXHIBIT B 1 2 3 4 014523 DAP TESTING AND INSPECTION SERVICES Page 1 of 2 SECTION O1 45 23 TESTING AND 1NSPECTION SERVICES PART1- GENERAL 1.1 SUMMARY A. Section Includes: L Testing and inspection services procedures and coordination B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Speciiication Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. a. Contractor is responsible for performing, coordinating, and payment of a11 Quality Control testing. b. City is responsible for performing and payment for first set of Quality Assurance testing. 1) If the first Quality Assurance test performed by the City fails, the Contractor is responsible for payment of subsequent Quality Assurance testing until a passing test occurs. a) Final acceptance will not be issued by City until all required payments for testing by Contractor have been paid in full. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Testing 1. Complete testing in accordance with the Contract Documents. 2. Coordination a. When testing is required to be performed by the City, notify City, sufficiently in advance, when testing is needed. b. When testing is required to be completed by the Contractor, notify City, sufficiently in advance, that testing will be performed. 3. Distribution of Testing Reports a. Electronic Distribution 1) Confirm development of Project directory for electronic submittals to be uploaded to the City's document management system, or another form of distribution approved by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised March 20, 2020 014523 DAP TESTING AND INSPECTION SERVICES Page 2 of 2 2) Upload test reports to designated project directory and notify appropriate City representatives via email of submittal posting. 3) Hard Copies a) 1 copy for all submittals submitted to the Project Representative b. Hard Copy Distribution (if required in lieu of electronic distribution) 1) Tests performed by City a) Distribu�e 1 hard copy to the Contractor 2) Tests performed by the Contractor a) Distribute 3 hard copies to City's Project Representative 4. Provide City's Project Representative with trip tickets for each delivered load of Concrete or Lime material including the following information: a. Name of pit b. Date of delivery c. Material delivered B. Inspection 1. Inspection or lack of inspection does not relieve the Contractor from obligation to perform work in accordance with the Contract Documents. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 03/20/2020 D.V. Magana Rcmovcd reference to Buzzsaw and noted that electronic submittals bc uploadcd through the City's document management system. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised March 20, 2020 01 50 00 - 1 DAP TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 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 includ ing, 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 I tem is considered subsidiary to the various I tems bid. 20 No separate payment will be allowed for this I tem. 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 temporar y 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 01 50 00 - 2 DAP TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Revised JULY 1, 2011 d. Contractor Payment for Construction Water 1 1) Obtain construction water meter from City for payment a s 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 1) 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 S ite 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 i dentification, 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 00 - 3 DAP TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 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 01 50 00 - 4 DAP TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Revised JULY 1, 2011 1. Remove all temporary facilities and restore area after completion of the Work, to a 1 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 26 - 1 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 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 Form s 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 I tem is considered subsidiary to the various I tems bid. 18 No separate payment will be allowed for this I tem. 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 P lans to City 37 Transportation and Public Works Department. 38 01 55 26 - 2 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Revised July 1, 2011 1) Allow a minimum of 5 working days for p ermit review. 1 2) Contractor’s responsibility to coordinate review of Traffic Control plans for 2 Street Use Permit, such that construction is not delayed. 3 C. Modification to Approved Traffic Control 4 1. Prior to installation traffic control: 5 a. Submit revised traffic control plans to City Department Transportation and 6 Public Works Department. 7 1) Revise Traffic Control plans in accordance with Section 34 71 13. 8 2) Allow minimum 5 working days for review of revised Traffic Control . 9 3) It is the Contractor’s responsibility to coor dinate review of Traffic Control 10 plans for Street Use Permit, such that construction is not delayed. 11 D. Removal of Street Sign 12 1. If it is determined that a street sign must be removed for construction, then contact 13 City Transportation and Public Works Department, Signs and Markings Division to 14 remove the sign. 15 E. Temporary Signage 16 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting 17 requirements of the latest edition of the Texas Manual on Uniform Traffic Control 18 Devices (MUTCD). 19 2. Install temporary sign before the removal of permanent sign. 20 3. When construction is complete, to the extent that the permanent sign can be 21 reinstalled, contact the City Transportation and Public Works Department, Signs 22 and Markings Division, to reinstall the permanent sign. 23 F. Traffic Control Standards 24 1. Traffic Control Standards can be found on the City’s Buzzsaw website. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 31 1.11 FIELD [SITE] CONDITIONS [NOT USED] 32 1.12 WARRANTY [NOT USED] 33 PART 2 - PRODUCTS [NOT USED] 34 PART 3 - EXECUTION [NOT USED] 35 END OF SECTION 36 01 55 26 - 3 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Revised July 1, 2011 1 Revision Log DATE NAME SUMMARY OF CHANGE 2 01 57 13 - 1 DAP STORM WATER POLLUTION PREVENTION Page 1 of 3 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 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 Contract 10 2. Division 1 – General Requirements 11 3. Section 31 25 00 – Erosion and Sediment Control 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Construction Activities resulting in less than 1 acre of disturbance 15 a. Work associated with this I tem is considered subsidiary to the various I tems 16 bid. No separate payment will be allowed for this I tem. 17 2. Construction Activities resulting in greater than 1 acre of disturbance 18 a. Measurement and Payment shall be in accordance with Section 31 25 00. 19 1.3 REFERENCES 20 A. Abbreviations and Acronyms 21 1. Notice of Intent: NOI 22 2. Notice of Termination: NOT 23 3. Storm Water Pollution Prevention Plan: SWPPP 24 4. Texas Commission on Environmental Quality: TCEQ 25 5. Notice of Change: NOC 26 A. Reference Standards 27 1. Reference standards cited in this Specification refer to the current reference 28 standard published at the time of the latest revision date logged at the end of this 29 Specification, unless a date is specifically cited. 30 2. Integrated Storm Management (iSWM) Technical Manual for Construction 31 Controls 32 1.4 ADMINISTRATIVE REQUIREMENTS 33 A. General 34 1. Contractor is responsible for resoluti on and payment of any fines issued associated 35 with compliance to Stormwater Pollution Prevention Plan. 36 01 57 13 - 2 DAP STORM WATER POLLUTION PREVENTION Page 2 of 3 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 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 Dr awings 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 01 57 13 - 3 DAP STORM WATER POLLUTION PREVENTION Page 3 of 3 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 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 SECTION 01 60 00 PRODUCT REQUIREMENTS 01 60 00 DAP PRODUC T REQUIREMENTS Page 1 of 2 PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. References for Product Requirements and City Standard Products List B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 1.2 PRICE AND P AYMENT PROCEDURES [NOT USED] 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A list of City approved products for use is available through the City’s website at: https://apps.fortworthtexas.gov/ProjectResources/ and following the directory path: 02 - Construction Documents\Standard Products List A. Only products specifically included on City’s Standard Product List in these Contract Documents shall be allowed for use on the Project. 1. Any subsequently approved products will only be allowed for use upon specific approval by the City. B. Any specific product requirements in the Contract Documents supersede similar products included on the City’s Standard Product List. 1. The City reserves the right to not allow products to be used for certain projects even though the product is listed on the City’s Standard Product List. C. Although a specific product is included on City’s Standard Product List, not all products from that manufacturer are approved for use, including but not limited to, that manufacturer’s standard product. D. See Section 01 33 00 for submittal requirements of Product Data included on City’s Standard Product List. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] CITY OF F ORT WORTH STANDARD CONS TRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJEC TS Revised March 20, 2020 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT US ED] END OF SECTION 01 60 00 DAP PRODUC T REQUIREMENTS Page 2 of 2 CITY OF F ORT WORTH STANDARD CONS TRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJEC TS Revised March 20, 2020 Revision Log DATE NAME SUMMARY OF CH ANGE 10/12/12 D. Johnson Modified Location o f City’s Standard Product List 4/7/2014 M.Do m enech Revised for DAP application 03/20/2020 D.V. Magaña Removed reference to Buzzsaw and noted that the City approved products list is accessible through the City’s website. 01 66 00 - 1 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Revised April 7, 2014 1 SECTION 01 66 00 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Scheduling of product delivery 7 2. Packaging of products for delivery 8 3. Protection of products against damage from: 9 a. Handling 10 b. Exposure to elements or harsh environments 11 B. Deviations from this City of Fort Worth Standard Specification 12 1. None. 13 C. Related Specification Sections include, but are not necessarily limited to: 14 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 15 2. Division 1 – General Requirements 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES [NOT USED] 21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 22 1.5 SUBMITTALS [NOT USED] 23 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 24 1.7 CLOSEOUT SUBMITTALS [NOT USED] 25 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 26 1.9 QUALITY ASSURANCE [NOT USED] 27 1.10 DELIVERY AND HANDLING 28 A. Delivery Requirements 29 1. Schedule delivery of products or equipment as required to allow timely installation 30 and to avoid prolonged storage. 31 2. Provide appropriate personnel and equipment to receive deliveries. 32 3. Delivery trucks will not be permitted to wait extended periods of time on the Site 33 for personnel or equipment to receive the delivery. 01 66 00 - 2 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Revised April 7, 2014 1 4. Deliver products or equipment in manufacturer's original unbroken cartons or other 2 containers designed and constructed to protect the contents from physical or 3 environmental damage. 4 5. Clearly and fully mark and identify as to manufacturer, item and installation 5 location. 6 6. Provide manufacturer's instructions for storage and handling. 7 B. Handling Requirements 8 1. Handle products or equipment in accordance with these Contract Documents and 9 manufacturer’s recommendations and instructions. 10 C. Storage Requirements 11 1. Store materials in accordance with manufacturer’s recommendations and 12 requirements of these Specifications. 13 2. Make necessary provisions for safe storage of materials and equipment. 14 a. Place loose soil materials and materials to be incorporated into Work to prevent 15 damage to any part of Work or existing facilities and to maintain free access at 16 all times to all parts of Work and to utility service company installations in 17 vicinity of Work. 18 3. Keep materials and equipment neatly and compactly stored in locations that will 19 cause minimum inconvenience to other contractors, public travel, adjoining owners, 20 tenants and occupants. 21 a. Arrange storage to provide easy access for inspection. 22 4. Restrict storage to areas available on construction site for storage of material and 23 equipment as shown on Drawings, or approved by City’s Project Representative. 24 5. Provide off-site storage and protection when on-site storage is not adequate. 25 a. Provide addresses of and access to off-site storage locations for inspection by 26 City’s Project Representative. 27 6. Do not use lawns, grass plots or other private property for storage purposes without 28 written permission of owner or other person in possession or control of premises. 29 7. Store in manufacturers’ unopened containers. 30 8. Neatly, safely and compactly stack materials delivered and stored along line of 31 Work to avoid inconvenience and damage to property owners and general public 32 and maintain at least 3 feet from fire hydrant. 33 9. Keep public and private driveways and street crossings open. 34 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to 35 satisfaction of City’s Project Representative. 36 a. Total length which materials may be distributed along route of construction at 37 one time is 1,000 linear feet, unless otherwise approved in writing by City’s 38 Project Representative. 01 66 00 - 3 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Revised April 7, 2014 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 ERECTION [NOT USED] 9 3.5 REPAIR / RESTORATION [NOT USED] 10 3.6 RE-INSTALLATION [NOT USED] 11 3.7 FIELD [OR] SITE QUALITY CONTROL 12 A. Tests and Inspections 13 1. Inspect all products or equipment delivered to the site prior to unloading. 14 B. Non-Conforming Work 15 1. Reject all products or equipment that are damaged, used or in any other way 16 unsatisfactory for use on the project. 17 3.8 SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTION 22 A. Protect all products or equipment in accordance with manufacturer's written directions. 23 B. Store products or equipment in location to avoid physical damage to items while in 24 storage. 25 C. Protect equipment from exposure to elements and keep thoroughly dry if required by 26 the manufacturer. 27 3.13 MAINTENANCE [NOT USED] 28 3.14 ATTACHMENTS [NOT USED] 29 END OF SECTION 30 01 66 00 - 4 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Revised April 7, 2014 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application 1 01 70 00 - 1 DAP MOBILIZATION AND REMOBILIZATION Page 1 of 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Revised April 7, 2014 1 SECTION 01 70 00 2 MOBILIZATION AND REMOBILIZATION 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Mobilization and Demobilization 7 a. Mobilization 8 1) Transportation of Contractor’s personnel, equipment, and operating supplies 9 to the Site 10 2) Establishment of necessary general facilities for the Contractor’s operation 11 at the Site 12 3) Premiums paid for performance and payment bonds 13 4) Transportation of Contractor’s personnel, equipment, and operating supplies 14 to another location within the designated Site 15 5) Relocation of necessary general facilities for the Contractor’s operation 16 from 1 location to another location on the Site. 17 b. Demobilization 18 1) Transportation of Contractor’s personnel, equipment, and operating supplies 19 away from the Site including disassembly 20 2) Site Clean-up 21 3) Removal of all buildings and/or other facilities assembled at the Site for this 22 Contract 23 c. Mobilization and Demobilization do not include activities for specific items of 24 work that are for which payment is provided elsewhere in the contract. 25 2. Remobilization 26 a. Remobilization for Suspension of Work specifically required in the Contract 27 Documents or as required by City includes: 28 1) Demobilization 29 a) Transportation of Contractor’s personnel, equipment, and operating 30 supplies from the Site including disassembly or temporarily securing 31 equipment, supplies, and other facilities as designated by the Contract 32 Documents necessary to suspend the Work. 33 b) Site Clean-up as designated in the Contract Documents 34 2) Remobilization 35 a) Transportation of Contractor’s personnel, equipment, and operating 36 supplies to the Site necessary to resume the Work. 37 b) Establishment of necessary general facilities for the Contractor’s 38 operation at the Site necessary to resume the Work. 39 3) No Payments will be made for: 40 a) Mobilization and Demobilization from one location to another on the 41 Site in the normal progress of performing the Work. 42 b) Stand-by or idle time 43 c) Lost profits 44 3. Mobilizations and Demobilization for Miscellaneous Projects 45 a. Mobilization and Demobilization 01 70 00 - 2 DAP MOBILIZATION AND REMOBILIZATION Page 2 of 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Revised April 7, 2014 1 1) Mobilization shall consist of the activities and cost on a Work Order basis 2 necessary for: 3 a) Transportation of Contractor’s personnel, equipment, and operating 4 supplies to the Site for the issued Work Order. 5 b) Establishment of necessary general facilities for the Contractor’s 6 operation at the Site for the issued Work Order 7 2) Demobilization shall consist of the activities and cost necessary for: 8 a) Transportation of Contractor’s personnel, equipment, and operating 9 supplies from the Site including disassembly for each issued Work 10 Order 11 b) Site Clean-up for each issued Work Order 12 c) Removal of all buildings or other facilities assembled at the Site for 13 each Work Oder 14 b. Mobilization and Demobilization do not include activities for specific items of 15 work for which payment is provided elsewhere in the contract. 16 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 17 a. A Mobilization for Miscellaneous Projects when directed by the City and the 18 mobilization occurs within 24 hours of the issuance of the Work Order. 19 B. Deviations from this City of Fort Worth Standard Specification 20 1. None. 21 C. Related Specification Sections include, but are not necessarily limited to: 22 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 23 2. Division 1 – General Requirements 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment 26 1. Mobilization and Demobilization 27 a. Measure 28 1) This Item is considered subsidiary to the various Items bid. 29 b. Payment 30 1) The work performed and materials furnished in accordance with this Item 31 are subsidiary to the various Items bid and no other compensation will be 32 allowed. 33 2. Remobilization for suspension of Work as specifically required in the Contract 34 Documents 35 a. Measurement 36 1) Measurement for this Item shall be per each remobilization performed. 37 b. Payment 38 1) The work performed and materials furnished in accordance with this Item 39 and measured as provided under “Measurement” will be paid for at the unit 40 price per each “Specified Remobilization” in accordance with Contract 41 Documents. 42 c. The price shall include: 43 1) Demobilization as described in Section 1.1.A.2.a.1) 44 2) Remobilization as described in Section 1.1.A.2.a.2) 45 d. No payments will be made for standby, idle time, or lost profits associated this 46 Item. 01 70 00 - 3 DAP MOBILIZATION AND REMOBILIZATION Page 3 of 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Revised April 7, 2014 1 3. Remobilization for suspension of Work as required by City 2 a. Measurement and Payment 3 1) This shall be submitted as a Contract Claim in accordance with Article 10 4 of Section 00 72 00. 5 2) No payments will be made for standby, idle time, or lost profits associated 6 with this Item. 7 4. Mobilizations and Demobilizations for Miscellaneous Projects 8 a. Measurement 9 1) Measurement for this Item shall be for each Mobilization and 10 Demobilization required by the Contract Documents 11 b. Payment 12 1) The Work performed and materials furnished in accordance with this Item 13 and measured as provided under “Measurement” will be paid for at the unit 14 price per each “Work Order Mobilization” in accordance with Contract 15 Documents. Demobilization shall be considered subsidiary to mobilization 16 and shall not be paid for separately. 17 c. The price shall include: 18 1) Mobilization as described in Section 1.1.A.3.a.1) 19 2) Demobilization as described in Section 1.1.A.3.a.2) 20 d. No payments will be made for standby, idle time, or lost profits associated this 21 Item. 22 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 23 a. Measurement 24 1) Measurement for this Item shall be for each Mobilization and 25 Demobilization required by the Contract Documents 26 b. Payment 27 1) The Work performed and materials furnished in accordance with this Item 28 and measured as provided under “Measurement” will be paid for at the unit 29 price per each “Work Order Emergency Mobilization” in accordance with 30 Contract Documents. Demobilization shall be considered subsidiary to 31 mobilization and shall not be paid for separately. 32 c. The price shall include 33 1) Mobilization as described in Section 1.1.A.4.a) 34 2) Demobilization as described in Section 1.1.A.3.a.2) 35 d. No payments will be made for standby, idle time, or lost profits associated this 36 Item. 37 1.3 REFERENCES [NOT USED] 38 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 39 1.5 SUBMITTALS [NOT USED] 40 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 41 1.7 CLOSEOUT SUBMITTALS [NOT USED] 42 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 43 1.9 QUALITY ASSURANCE [NOT USED] 44 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 01 70 00 - 4 DAP MOBILIZATION AND REMOBILIZATION Page 4 of 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Revised April 7, 2014 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION [NOT USED] 5 END OF SECTION 6 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application 7 01 71 23 - 1 CONSTRUCTION STAKING AND SURVEY Page 1 of 8 CITY OF FORT WORTH 901 W. Vickery Blvd. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102727 Revised February 14, 2018 SECTION 01 71 23 1 CONSTRUCTION STAKING AND SURVEY 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. Requirements for construction staking and construction survey 6 B. Deviations from this City of Fort Worth Standard Specification 7 1. See Changes (Highlighted in Yellow). 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. Construction Staking 14 a. Measurement 15 1) Measurement for this Item shall be by lump sum. 16 b. Payment 17 1) The work performed and the materials furnished in accordance with this 18 Item shall be paid for at the lump sum price bid for “Construction Staking”. 19 2) Payment for “Construction Staking” shall be made in partial payments 20 prorated by work completed compared to total work included in the lump 21 sum item. 22 c. The price bid shall include, but not be limited to the following: 23 1) Verification of control data provided by Developer’s Project 24 Representative. 25 2) Placement, maintenance and replacement of required stakes and markings 26 in the field. 27 3) Preparation and submittal of construction staking documentation in the 28 form of “cut sheets” using the City’s standard template. 29 2. Construction Survey 30 a. Measurement 31 1) This Item is considered subsidiary to the various Items bid. 32 b. Payment 33 1) The work performed and the materials furnished in accordance with this 34 Item are subsidiary to the various Items bid and no other compensation will be 35 allowed. 36 3. As-Built Survey 37 a. Measurement 38 1) Measurement for this Item shall be by lump sum. 39 b. Payment 40 1) The work performed and the materials furnished in accordance with this 41 Item shall be paid for at the lump sum price bid for “As-Built Survey”. 42 01 71 23 - 2 CONSTRUCTION STAKING AND SURVEY Page 2 of 8 CITY OF FORT WORTH 901 W. Vickery Blvd. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102727 Revised February 14, 2018 2) Payment for “Construction Staking” shall be made in partial payments 1 prorated by work completed compared to total work included in the lump sum 2 item. 3 c. The price bid shall include, but not be limited to the following:: 4 1) Field measurements and survey shots to identify location of completed 5 facilities. 6 2) Documentation and submittal of as-built survey data onto contractor redline 7 plans and digital survey files. 8 9 1.3 REFERENCES 10 A. Definitions 11 1. Construction Survey - The survey measurements made prior to or while 12 construction is in progress to control elevation, horizontal position, dimensions and 13 configuration of structures/improvements included in the Project Drawings. 14 2. As-built Survey –The measurements made after the construction of the 15 improvement features are complete to provide position coordinates for the features 16 of a project. 17 3. Construction Staking – The placement of stakes and markings to provide offsets 18 and elevations to cut and fill in order to locate on the ground the designed 19 structures/improvements included in the Project Drawings. Construction staking 20 shall include staking easements and/or right of way if indicated on the plans. 21 4. Survey “Field Checks” – Measurements made after construction staking is 22 completed and before construction work begins to ensure that structures marked on 23 the ground are accurately located per Project Drawings. 24 B. Technical References 25 1. City of Fort Worth – Construction Staking Standards (available on City’s Buzzsaw 26 website) – 01 71 23.16.01_ Attachment A_Survey Staking Standards 27 2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available 28 on City’s Buzzsaw website). 29 3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision 30 4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land 31 Surveying in the State of Texas, Category 5 32 33 1.4 ADMINISTRATIVE REQUIREMENTS 34 A. The Contractor’s selection of a surveyor must comply with Texas Government 35 Code 2254 (qualifications based selection) for this project. 36 1.5 SUBMITTALS 37 A. Submittals, if required, shall be in accordance with Section 01 33 00. 38 B. All submittals shall be received and reviewed by the City prior to delivery of work. 39 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 40 A. Field Quality Control Submittals 41 01 71 23 - 3 CONSTRUCTION STAKING AND SURVEY Page 3 of 8 CITY OF FORT WORTH 901 W. Vickery Blvd. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102727 Revised February 14, 2018 1. Documentation verifying accuracy of field engineering work, including coordinate 1 conversions if plans do not indicate grid or ground coordinates. 2 2. Submit “Cut-Sheets” conforming to the standard template provided by the City 3 (refer to 01 71 23.16.01 – Attachment A – Survey Staking Standards). 4 1.7 CLOSEOUT SUBMITTALS 5 B. As-built Redline Drawing Submittal 6 1. Submit As-Built Survey Redline Drawings documenting the locations/elevations of 7 constructed improvements signed and sealed by Registered Professional Land 8 Surveyor (RPLS) responsible for the work (refer to 01 71 23.16.01 – Attachment A 9 – Survey Staking Standards) . 10 2. Contractor shall submit the proposed as-built and completed redline drawing 11 submittal one (1) week prior to scheduling the project final inspection for City 12 review and comment. Revisions, if necessary, shall be made to the as-built redline 13 drawings and resubmitted to the City prior to scheduling the construction final 14 inspection. 15 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 16 1.9 QUALITY ASSURANCE 17 A. Construction Staking 18 1. Construction staking will be performed by the Contractor. 19 2. Coordination 20 a. Contact City and Developer’s Project Representative at least one week in 21 advance notifying the City of when Construction Staking is scheduled. 22 b. It is the Contractor’s responsibility to coordinate staking such that 23 construction activities are not delayed or negatively impacted. 24 3. General 25 a. Contractor is responsible for preserving and maintaining stakes. If City 26 surveyors or Developer’s Project Representative are required to re-stake for 27 any reason, the Contractor will be responsible for costs to perform staking. If 28 in the opinion of the City, a sufficient number of stakes or markings have been 29 lost, destroyed disturbed or omitted that the contracted Work cannot take place 30 then the Contractor will be required to stake or re-stake the deficient areas. 31 B. Construction Survey 32 1. Construction Survey will be performed by the Contractor. 33 2. Coordination 34 a. Contractor to verify that horizontal and vertical control data established in the 35 design survey and required for construction survey is available and in place. 36 3. General 37 a. Construction survey will be performed in order to construct the work shown 38 on the Construction Drawings and specified in the Contract Documents. 39 b. For construction methods other than open cut, the Contractor shall perform 40 construction survey and verify control data including, but not limited to, the 41 following: 42 1) Verification that established benchmarks and control are accurate. 43 01 71 23 - 4 CONSTRUCTION STAKING AND SURVEY Page 4 of 8 CITY OF FORT WORTH 901 W. Vickery Blvd. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102727 Revised February 14, 2018 2) Use of Benchmarks to furnish and maintain all reference lines and grades 1 for tunneling. 2 3) Use of line and grades to establish the location of the pipe. 3 4) Submit to the City copies of field notes used to establish all lines and 4 grades, if requested, and allow the City to check guidance system setup prior 5 to beginning each tunneling drive. 6 5) Provide access for the City, if requested, to verify the guidance system and 7 the line and grade of the carrier pipe. 8 6) The Contractor remains fully responsible for the accuracy of the work and 9 correction of it, as required. 10 7) Monitor line and grade continuously during construction. 11 8) Record deviation with respect to design line and grade once at each pipe 12 joint and submit daily records to the City. 13 9) If the installation does not meet the specified tolerances (as outlined in 14 Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct 15 the installation in accordance with the Contract Documents. 16 C. As-Built Survey 17 1. Required As-Built Survey will be performed by the Contractor. 18 2. Coordination 19 a. Contractor is to coordinate with City to confirm which features require as-20 built surveying. 21 b. It is the Contractor’s responsibility to coordinate the as-built survey and 22 required measurements for items that are to be buried such that construction 23 activities are not delayed or negatively impacted. 24 c. For sewer mains and water mains 12” and under in diameter, it is acceptable 25 to physically measure depth and mark the location during the progress of 26 construction and take as-built survey after the facility has been buried. The 27 Contractor is responsible for the quality control needed to ensure accuracy. 28 3. General 29 a. The Contractor shall provide as-built survey including the elevation and 30 location (and provide written documentation to the City) of construction 31 features during the progress of the construction including the following: 32 1) Water Lines 33 a) Top of pipe elevations and coordinates for waterlines at the following 34 locations: 35 (1) Minimum every 250 linear feet, including 36 (2) Horizontal and vertical points of inflection, curvature, 37 etc. 38 (3) Fire line tee 39 (4) Plugs, stub-outs, dead-end lines 40 (5) Casing pipe (each end) and all buried fittings 41 2) Sanitary Sewer 42 a) Top of pipe elevations and coordinates for force mains and siphon 43 sanitary sewer lines (non-gravity facilities) at the following locations: 44 (1) Minimum every 250 linear feet and any buried fittings 45 (2) Horizontal and vertical points of inflection, curvature, 46 etc. 47 3) Stormwater – Not Applicable 48 01 71 23 - 5 CONSTRUCTION STAKING AND SURVEY Page 5 of 8 CITY OF FORT WORTH 901 W. Vickery Blvd. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102727 Revised February 14, 2018 b. The Contractor shall provide as-built survey including the elevation and 1 location (and provide written documentation to the City) of construction 2 features after the construction is completed including the following: 3 1) Manholes 4 a) Rim and flowline elevations and coordinates for each manhole 5 2) Water Lines 6 a) Cathodic protection test stations 7 b) Sampling stations 8 c) Meter boxes/vaults (All sizes) 9 d) Fire hydrants 10 e) Valves (gate, butterfly, etc.) 11 f) Air Release valves (Manhole rim and vent pipe) 12 g) Blow off valves (Manhole rim and valve lid) 13 h) Pressure plane valves 14 i) Underground Vaults 15 (1) Rim and flowline elevations and coordinates for each 16 Underground Vault. 17 3) Sanitary Sewer 18 a) Cleanouts 19 (1) Rim and flowline elevations and coordinates for each 20 b) Manholes and Junction Structures 21 (1) Rim and flowline elevations and coordinates for each 22 manhole and junction structure. 23 4) Stormwater – Not Applicable 24 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 25 1.11 FIELD [SITE] CONDITIONS [NOT USED] 26 1.12 WARRANTY 27 PART 2 - PRODUCTS 28 A. A construction survey will produce, but will not be limited to: 29 1. Recovery of relevant control points, points of curvature and points of intersection. 30 2. Establish temporary horizontal and vertical control elevations (benchmarks) 31 sufficiently permanent and located in a manner to be used throughout construction. 32 3. The location of planned facilities, easements and improvements. 33 a. Establishing final line and grade stakes for piers, floors, grade beams, parking 34 areas, utilities, streets, highways, tunnels, and other construction. 35 b. A record of revisions or corrections noted in an orderly manner for reference. 36 c. A drawing, when required by the client, indicating the horizontal and vertical 37 location of facilities, easements and improvements, as built. 38 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all 39 construction staking projects. These cut sheets shall be on the standard city template 40 which can be obtained from the Survey Superintendent (817-392-7925). 41 5. Digital survey files in the following formats shall be acceptable: 42 a. AutoCAD (.dwg) 43 b. ESRI Shapefile (.shp) 44 01 71 23 - 6 CONSTRUCTION STAKING AND SURVEY Page 6 of 8 CITY OF FORT WORTH 901 W. Vickery Blvd. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102727 Revised February 14, 2018 c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use 1 standard templates, if available) 2 6. Survey files shall include vertical and horizontal data tied to original project 3 control and benchmarks, and shall include feature descriptions 4 PART 3 - EXECUTION 5 3.1 INSTALLERS 6 A. Tolerances: 7 1. The staked location of any improvement or facility should be as accurate as 8 practical and necessary. The degree of precision required is dependent on many 9 factors all of which must remain judgmental. The tolerances listed hereafter are 10 based on generalities and, under certain circumstances, shall yield to specific 11 requirements. The surveyor shall assess any situation by review of the overall plans 12 and through consultation with responsible parties as to the need for specific 13 tolerances. 14 a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical 15 tolerance. Horizontal alignment for earthwork and rough cut should not exceed 16 1.0 ft. tolerance. 17 b. Horizontal alignment on a structure shall be within .0.1ft tolerance. 18 c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and 19 walkways shall be located within the confines of the site boundaries and, 20 occasionally, along a boundary or any other restrictive line. Away from any 21 restrictive line, these facilities should be staked with an accuracy producing no 22 more than 0.05ft. tolerance from their specified locations. 23 d. Underground and overhead utilities, such as sewers, gas, water, telephone and 24 electric lines, shall be located horizontally within their prescribed areas or 25 easements. Within assigned areas, these utilities should be staked with an 26 accuracy producing no more than 0.1 ft tolerance from a specified location. 27 e. The accuracy required for the vertical location of utilities varies widely. Many 28 underground utilities require only a minimum cover and a tolerance of 0.1 ft. 29 should be maintained. Underground and overhead utilities on planned profile, 30 but not depending on gravity flow for performance, should not exceed 0.1 ft. 31 tolerance. 32 B. Surveying instruments shall be kept in close adjustment according to manufacturer’s 33 specifications or in compliance to standards. The City reserves the right to request a 34 calibration report at any time and recommends regular maintenance schedule be 35 performed by a certified technician every 6 months. 36 1. Field measurements of angles and distances shall be done in such fashion as to 37 satisfy the closures and tolerances expressed in Part 3.1.A. 38 2. Vertical locations shall be established from a pre-established benchmark and 39 checked by closing to a different bench mark on the same datum. 40 3. Construction survey field work shall correspond to the client’s plans. Irregularities 41 or conflicts found shall be reported promptly to the City. 42 4. Revisions, corrections and other pertinent data shall be logged for future reference. 43 44 01 71 23 - 7 CONSTRUCTION STAKING AND SURVEY Page 7 of 8 CITY OF FORT WORTH 901 W. Vickery Blvd. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102727 Revised February 14, 2018 3.2 EXAMINATION [NOT USED] 1 3.3 PREPARATION [NOT USED] 2 3.4 APPLICATION 3 3.5 REPAIR / RESTORATION 4 A. If the Contractor’s work damages or destroys one or more of the control 5 monuments/points set by the City or Developer’s Project Representative, the monuments 6 shall be adequately referenced for expedient restoration. 7 1. Notify City or Developer’s Project Representative if any control data needs to be 8 restored or replaced due to damage caused during construction operations. 9 a. Contractor shall perform replacements and/or restorations. 10 b. The City or Developer’s Project Representative may require at any time a 11 survey “Field Check” of any monument or benchmarks that are set be verified 12 by the City surveyors or Developer’s Project Representative before further 13 associated work can move forward. 14 3.6 RE-INSTALLATION [NOT USED] 15 3.7 FIELD [OR] SITE QUALITY CONTROL 16 A. It is the Contractor’s responsibility to maintain all stakes and control data placed by the 17 City or Developer’s Project Representative in accordance with this Specification. This 18 includes easements and right of way, if noted on the plans. 19 B. Do not change or relocate stakes or control data without approval from the City. 20 3.8 SYSTEM STARTUP 21 A. Survey Checks 22 1. The City reserves the right to perform a Survey Check at any time deemed 23 necessary. 24 2. Checks by City personnel or 3rd party contracted surveyor are not intended to 25 relieve the contractor of his/her responsibility for accuracy. 26 27 3.9 ADJUSTING [NOT USED] 28 3.10 CLEANING [NOT USED] 29 3.11 CLOSEOUT ACTIVITIES [NOT USED] 30 3.12 PROTECTION [NOT USED] 31 3.13 MAINTENANCE [NOT USED] 32 3.14 ATTACHMENTS [NOT USED] 33 END OF SECTION 34 35 Revision Log 01 71 23 - 8 CONSTRUCTION STAKING AND SURVEY Page 8 of 8 CITY OF FORT WORTH 901 W. Vickery Blvd. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 102727 Revised February 14, 2018 DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 8/31/2017 M. Owen Added instruction and modified measurement & payment under 1.2; added definitions and references under 1.3; modified 1.6; added 1.7 closeout submittal requirements; modified 1.9 Quality Assurance; added PART 2 – PRODUCTS ; Added 3.1 Installers; added 3.5 Repair/Restoration; and added 3.8 System Startup. 2/14/2018 M Owen Removed “blue text”; revised measurement and payment sections for Construction Staking and As-Built Survey; added reference to selection compliance with TGC 2254; revised action and Closeout submittal requirements; added acceptable depth measurement criteria; revised list of items requiring as-built survey “during” and “after” construction; and revised acceptable digital survey file format 1 K:\FTW_Civil\061282616 - Fort Worth South Bldg 4\Project Manual\Word\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 1 of 26 Section 01 71 23.01 - Attachment A Survey Staking Standards February 2017 K:\FTW_Civil\061282616 - Fort Worth South Bldg 4\Project Manual\Word\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 2 of 26 These procedures are intended to provide a standard method for construction staking services associated with the City of Fort Worth projects. These are not to be considered all inclusive, but only as a general guideline. For projects on TXDOT right-of-way or through joint TXDOT participation, adherence to the TXDOT Survey Manual shall be followed and if a discrepancy arises, the TXDOT manual shall prevail. (http://onlinemanuals.txdot.gov/txdotmanuals/ess/ess.pdf) If you have a unique circumstance, please consult with the project manager, inspector, or survey department at 817-392-7925. Table of Contents I. City of Fort Worth Contact Information II. Construction Colors III. Standard Staking Supplies IV. Survey Equipment, Control, and Datum Standards V. Water Staking VI. Sanitary Sewer Staking VII. Storm Staking VIII. Curb and Gutter Staking IX. Cut Sheets X. As-built Survey K:\FTW_Civil\061282616 - Fort Worth South Bldg 4\Project Manual\Word\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 3 of 26 I. Survey Department Contact Information Physical and mailing address: 8851 Camp Bowie West Boulevard Suite 300 Fort Worth, Texas 76116 Office: (817) 392-7925 Survey Superintendent, direct line: (817) 392-8971 II. Construction Colors The following colors shall be used for staking or identifying features in the field. This includes flagging, paint of laths/stakes, paint of hubs, and any identification such as pin flags if necessary. Utility Color PROPOSED EXCAVATION WHITE ALL ELECTRIC AND CONDUITS RED POTABLE WATER BLUE GAS OR OIL YELLOW TELEPHONE/FIBER OPTIC ORANGE SURVEY CONTROL POINTS, BENCHMARKS, PROPERTY CORNERS, RIGHT-OF-WAYS, AND ALL PAVING INCLUDING CURB, SIDEWALK, BUILDING CORNERS PINK SANITARY SEWER GREEN IRRIGATION AND RECLAIMED WATER PURPLE III. Standard Staking Supplies Item Minimum size Lath/Stake 36" tall Wooden Hub (2"x2" min. square preferred)6" tall Pin Flags (2.5" x 3.5" preferred)21" long Guard Stakes Not required PK or Mag nails 1" long Iron Rods (1/2” or greater diameter)18” long Survey Marking Paint Water-based Flagging 1" wide Marking Whiskers (feathers)6" long Tacks (for marking hubs)3/4" long K:\FTW_Civil\061282616 - Fort Worth South Bldg 4\Project Manual\Word\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 4 of 26 IV. Survey Equipment, Control, and Datum Standards A. City Benchmarks All city benchmarks can be found here: http://fortworthtexas.gov/itsolutions/GIS/ Look for ‘Zoning Maps’. Under ‘Layers’ , expand ‘Basemap Layers’, and check on ‘Benchmarks’. B. Conventional or Robotic Total Station Equipment I. A minimum of a 10 arc-second instrument is required. II. A copy of the latest calibration report may be requested by the City at any time. It is recommended that an instrument be calibrated by certified technician at least 1 occurrence every 6 months. C. Network/V.R.S. and static GPS Equipment I. It is critical that the surveyor verify the correct horizontal and vertical datum prior commencing work. A site calibration may be required and shall consist of at least 4 control points spaced evenly apart and in varying quadrants. Additional field checks of the horizontal and vertical accuracies shall be completed and the City may ask for a copy of the calibration report at any time. II. Network GPS such as the Western Data Systems or SmartNet systems may be used for staking of property/R.O.W, forced-main water lines, and rough-grade only. No GPS staking for concrete, sanitary sewer, storm drain, final grade, or anything that needs vertical grading with a tolerance of 0.25’ or less is allowed. D. Control Points Set I. All control points set shall be accompanied by a lath with the appropriate Northing, Easting, and Elevation (if applicable) of the point set. Control points can be set rebar, ‘X’ in concrete, or any other appropriate item with a stable base and of a semi-permanent nature. A rebar cap is optional, but preferred if the cap is marked ‘control point’ or similar wording. II. Datasheets are required for all control points set. Datasheet should include: A. Horizontal and Vertical Datum used, Example: N.A.D.83, North Central Zone 4202, NAVD 88 Elevations B. Grid or ground distance. – If ground, provide scale factor used and base point coordinate, Example: C.S.F.=0.999125, Base point=North: 0, East=0 C. Geoid model used, Example: GEOID12A K:\FTW_Civil\061282616 - Fort Worth South Bldg 4\Project Manual\Word\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 5 of 26 E. Preferred Grid Datum Although many plan sets can be in surface coordinates, the City’s preferred grid datum is listed below. Careful consideration must be taken to verify what datum each project is in prior to beginning work. It is essential the surveyor be familiar with coordinate transformations and how a grid/surface/assumed coordinate system affect a project. Projected Coordinate System: NAD_1983_StatePlane_Texas_North_Central_FIPS_4202_Feet Projection: Lambert_Conformal_Conic False_Easting: 1968500.00000000 False_Northing: 6561666.66666667 Central_Meridian: -98.50000000 Standard_Parallel_1: 32.13333333 Standard_Parallel_2: 33.96666667 Latitude_Of_Origin: 31.66666667 Linear Unit: Foot_US Geographic Coordinate System: GCS_North_American_1983 Datum: D_North_American_1983 Prime Meridian: Greenwich Angular Unit: Degree Note: Regardless of what datum each particular project is in, deliverables to the City must be converted/translated into this preferred grid datum. 1 copy of the deliverable should be in the project datum (whatever it may be) and 1 copy should be in the NAD83, TX North Central 4202 zone. See Preferred File Naming Convention below F. Preferred Deliverable Format .txt .csv .dwg .job G. Preferred Data Format P,N,E,Z,D,N Point Number, Northing, Easting, Elevation, Description, Notes (if applicable) H. Preferred File Naming Convention This is the preferred format: City Project Number_Description_Datum.csv Example for a project that has surface coordinates which must be translated: File 1: C1234_As-built of Water on Main Street_Grid NAD83 TXSP 4202.csv K:\FTW_Civil\061282616 - Fort Worth South Bldg 4\Project Manual\Word\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 6 of 26 File 2: C1234_As-built of Water on Main Street_Project Specific Datum.csv Example Control Stakes K:\FTW_Civil\061282616 - Fort Worth South Bldg 4\Project Manual\Word\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 7 of 26 V. Water Staking Standards K:\FTW_Civil\061282616 - Fort Worth South Bldg 4\Project Manual\Word\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 8 of 26 A. Centerline Staking – Straight Line Tangents I. Offset lath/stakes every 200’ on even stations II. Painted blue lath/stake only, no hub is required III. Grade is to top of pipe (T/P) for 12” diameter pipes or smaller IV. Grade to flow line (F/L) for 16” and larger diameter pipes V. Grade should be 3.50’ below the proposed top of curb line for 10” and smaller diameter pipes VI. Grade should be 4.00’ below the proposed top of curb line for 12” and larger diameter pipes VII. Cut Sheets are required on all staking and a copy can be received from the survey superintendent Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking - Curves I. If arc length is greater than 100’, POC (Point of Curvature) offset stakes should be set at a 25’ interval II. Same grading guidelines as above III. Staking of radius points of greater than 100’ may be omitted C. Water Meter Boxes I. 7.0’ perpendicular offset is preferred to the center of the box II. Center of the meter should be 3.0’ behind the proposed face of curb III. Meter should be staked a minimum of 4.5’ away from the edge of a driveway IV. Grade is to top of box and should be +0.06’ higher than the proposed top of curb unless shown otherwise on the plans D. Fire Hydrants I. Center of Hydrant should be 3.0’ behind proposed face of curb II. Survey offset stake should be 7.0’ from the center and perpendicular to the curb line or water main III. Grade of hydrants should be +0.30 higher than the adjacent top of curb E. Water Valves & Vaults I. Offsets should be perpendicular to the proposed water main II. RIM grades should only be provided if on plans Example Water Stakes K:\FTW_Civil\061282616 - Fort Worth South Bldg 4\Project Manual\Word\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 9 of 26 VI. Sanitary Sewer Staking K:\FTW_Civil\061282616 - Fort Worth South Bldg 4\Project Manual\Word\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 10 of 26 A. Centerline Staking – Straight Line Tangents I. Inverts shall be field verified and compared against the plans before staking II. Painted green lath/stake WITH hub and tack or marker dot, no flagging required III. 1 offset stake between manholes if manholes are 400’ or less apart IV. Offset stakes should be located at even distances and perpendicular to the centerline V. Grades will be per plan and the date of the plans used should be noted VI. If multiple lines are at one manhole, each line shall have a cut/fill and direction noted VII. Stakes at every grade break VIII. Cut sheets are required on all staking Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking – Curves I. If arc length is greater than 100’, POC (Point of Curvature) offset stakes should be set at a 25’ interval II. Staking of radius points of greater than 100’ may be omitted C. Sanitary Sewer Manholes I. 2 offset stakes per manhole for the purpose of providing alignment to the contractor II. Flowline grade should be on the lath/stake for each flowline and direction noted III. RIM grade should only be on the stake when provided in the plans K:\FTW_Civil\061282616 - Fort Worth South Bldg 4\Project Manual\Word\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 11 of 26 Example Sanitary Sewer Stakes K:\FTW_Civil\061282616 - Fort Worth South Bldg 4\Project Manual\Word\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 12 of 26 VII. Storm Sewer & Inlet Staking A. Centerline Staking – Straight Line Tangents I. 1 offset stake every 200’ on even stations II. Grades are to flowline of pipe unless otherwise shown on plans III. Stakes at every grade break IV. Cut sheets are required on all staking Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking – Curves I. If arc length is greater than 100’, POC (Point of Curvature) offset stakes should be set at a 25’ interval II. Staking of radius points of greater than 100’ may be omitted C. Storm Drain Inlets I. Staking distances should be measured from end of wing II. Standard 10’ Inlet = 16.00’ total length III. Recessed 10’ Inlet = 20.00’ total length IV. Standard double 10’ inlet = 26.67’ total length V. Recessed double 10’ inlet = 30.67’ total length D. Storm Drain Manholes I. 2 offset stakes per manhole for the purpose of providing alignment to the contractor II. Flowline grade should be on the lath/stake for each flowline and direction noted III. RIM grade should only be on the stake when provided in the plans K:\FTW_Civil\061282616 - Fort Worth South Bldg 4\Project Manual\Word\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 13 of 26 Example Storm Inlet Stakes K:\FTW_Civil\061282616 - Fort Worth South Bldg 4\Project Manual\Word\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 14 of 26 VIII. Curb and Gutter Staking A. Centerline Staking – Straight Line Tangents V. 1 offset stake every 50’ on even stations VI. Grades are to top of curb unless otherwise shown on plans VII. Stakes at every grade break VIII. Cut sheets are required on all staking Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking – Curves III. If arc length is greater than 100’, POC (Point of Curvature) offset stakes should be set at a 25’ interval IV. Staking of radius points of greater than 100’ may be omitted K:\FTW_Civil\061282616 - Fort Worth South Bldg 4\Project Manual\Word\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 15 of 26 Example Curb & Gutter Stakes Example Curb & Gutter Stakes at Intersection K:\FTW_Civil\061282616 - Fort Worth South Bldg 4\Project Manual\Word\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 16 of 26 K:\FTW_Civil\061282616 - Fort Worth South Bldg 4\Project Manual\Word\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 17 of 26 IX. Cut Sheets A. Date of field work B. Staking Method (GPS, total station) C. Project Name D. City Project Number (Example: C01234) E. Location (Address, cross streets, GPS coordinate) F. Survey company name G. Crew chief name H. A blank template can be obtained from the survey superintendent (see item I above) Standard City Cut Sheet Date: City Project Number: Project Name: Staking Method: GPS TOTAL STATION OTHER LOCATION: CONSULTANT/CONTRACTOR SURVEY CREW INITIALS ALL GRADES ARE TO FLOWLINE OR TOP OF CURB UNLESS OTHERWISE NOTED. OFFSET PROP.STAKEDPT #STATION -LT/+RT DESCRIPTION GRADE ELEV.- CUT + FILL K:\FTW_Civil\061282616 - Fort Worth South Bldg 4\Project Manual\Word\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 18 of 26 X. As-built Survey A. Definition and Purpose The purpose of an as-built survey is to verify the asset was installed in the proper location and grade. Furthermore, the information gathered will be used to supplement the City’s GIS data and must be in the proper format when submitted. See section IV. As-built survey should include the following (additional items may be requested): Manholes Top of pipe elevations every 250 feet Horizontal and vertical points of inflection, curvature, etc. (All Fittings) Cathodic protection test stations Sampling stations Meter boxes/vaults (All sizes) Fire lines Fire hydrants Gate valves (rim and top of nut) Plugs, stub-outs, dead-end lines Air Release valves (Manhole rim and vent pipe) Blow off valves (Manhole rim and valve lid) Pressure plane valves Cleaning wyes Clean outs Casing pipe (each end) Inverts of pipes Turbo Meters K:\FTW_Civil\061282616 - Fort Worth South Bldg 4\Project Manual\Word\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 19 of 26 B. Example Deliverable A hand written red line by the field surveyor is acceptable in most cases. This should be a copy of the plans with the point number noted by each asset. If the asset is missing, then the surveyor should write “NOT FOUND” to notify the City. K:\FTW_Civil\061282616 - Fort Worth South Bldg 4\Project Manual\Word\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 20 of 26 K:\FTW_Civil\061282616 - Fort Worth South Bldg 4\Project Manual\Word\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 21 of 26 K:\FTW_Civil\061282616 - Fort Worth South Bldg 4\Project Manual\Word\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 22 of 26 K:\FTW_Civil\061282616 - Fort Worth South Bldg 4\Project Manual\Word\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 23 of 26 K:\FTW_Civil\061282616 - Fort Worth South Bldg 4\Project Manual\Word\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 24 of 26 Obviously the .csv or .txt file cannot be signed/sealed by a surveyor in the format requested. This is just an example and all this information should be noted when delivered to the City so it is clear to what coordinate system the data is in. K:\FTW_Civil\061282616 - Fort Worth South Bldg 4\Project Manual\Word\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 25 of 26 C. Other preferred as-built deliverable Some vendors have indicated that it is easier to deliver this information in a different format. Below is an example spreadsheet that is also acceptable and can be obtained by request from the survey superintendent. K:\FTW_Civil\061282616 - Fort Worth South Bldg 4\Project Manual\Word\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 26 of 26 01 74 23 - 1 DAP CLEANING Page 1 of 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Revised April 7, 2014 1 SECTION 01 74 23 2 CLEANING 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Intermediate and final cleaning for Work not including special cleaning of closed 7 systems specified elsewhere 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 – General Requirements 13 3. Section 32 92 13 – Hydro-Mulching, Seeding and Sodding 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various Items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Scheduling 21 1. Schedule cleaning operations so that dust and other contaminants disturbed by 22 cleaning process will not fall on newly painted surfaces. 23 2. Schedule final cleaning upon completion of Work and immediately prior to final 24 inspection. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION 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 STORAGE, AND HANDLING 31 A. Storage and Handling Requirements 32 1. Store cleaning products and cleaning wastes in containers specifically designed for 33 those materials. 01 74 23 - 2 DAP CLEANING Page 2 of 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Revised April 7, 2014 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS 4 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 5 2.2 MATERIALS 6 A. Cleaning Agents 7 1. Compatible with surface being cleaned 8 2. New and uncontaminated 9 3. For manufactured surfaces 10 a. Material recommended by manufacturer 11 2.3 ACCESSORIES [NOT USED] 12 2.4 SOURCE QUALITY CONTROL [NOT USED] 13 PART 3 - EXECUTION 14 3.1 INSTALLERS [NOT USED] 15 3.2 EXAMINATION [NOT USED] 16 3.3 PREPARATION [NOT USED] 17 3.4 APPLICATION [NOT USED] 18 3.5 REPAIR / RESTORATION [NOT USED] 19 3.6 RE-INSTALLATION [NOT USED] 20 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING 24 A. General 25 1. Prevent accumulation of wastes that create hazardous conditions. 26 2. Conduct cleaning and disposal operations to comply with laws and safety orders of 27 governing authorities. 28 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in 29 storm or sanitary drains or sewers. 30 4. Dispose of degradable debris at an approved solid waste disposal site. 31 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an 32 alternate manner approved by City and regulatory agencies. 01 74 23 - 3 DAP CLEANING Page 3 of 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Revised April 7, 2014 1 6. Handle materials in a controlled manner with as few handlings as possible. 2 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with 3 this project. 4 8. Remove all signs of temporary construction and activities incidental to construction 5 of required permanent Work. 6 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to 7 have the cleaning completed at the expense of the Contractor. 8 10. Do not burn on-site. 9 B. Intermediate Cleaning during Construction 10 1. Keep Work areas clean so as not to hinder health, safety or convenience of 11 personnel in existing facility operations. 12 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 13 3. Confine construction debris daily in strategically located container(s): 14 a. Cover to prevent blowing by wind 15 b. Store debris away from construction or operational activities 16 c. Haul from site at a minimum of once per week 17 4. Vacuum clean interior areas when ready to receive finish painting. 18 a. Continue vacuum cleaning on an as-needed basis, until Final Acceptance. 19 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which 20 may become airborne or transported by flowing water during the storm. 21 C. Exterior (Site or Right of Way) Final Cleaning 22 1. Remove trash and debris containers from site. 23 a. Re-seed areas disturbed by location of trash and debris containers in accordance 24 with Section 32 92 13. 25 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object 26 that may hinder or disrupt the flow of traffic along the roadway. 27 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, 28 junction boxes and inlets. 29 4. If no longer required for maintenance of erosion facilities, and upon approval by 30 City, remove erosion control from site. 31 5. Clean signs, lights, signals, etc. 32 3.11 CLOSEOUT ACTIVITIES [NOT USED] 33 3.12 PROTECTION [NOT USED] 34 3.13 MAINTENANCE [NOT USED] 35 3.14 ATTACHMENTS [NOT USED] 36 37 38 39 40 01 74 23 - 4 DAP CLEANING Page 4 of 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Revised April 7, 2014 1 END OF SECTION 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Revised April 7, 2014 1 SECTION 01 77 19 2 CLOSEOUT REQUIREMENTS 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedure for closing out a contract 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 – General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Guarantees, Bonds and Affidavits 19 1. No application for final payment will be accepted until all guarantees, bonds, 20 certificates, licenses and affidavits required for Work or equipment as specified are 21 satisfactorily filed with the City. 22 B. Release of Liens or Claims 23 1. No application for final payment will be accepted until satisfactory evidence of 24 release of liens has been submitted to the City. 25 1.5 SUBMITTALS 26 A. Submit all required documentation to City’s Project Representative. 01 77 19 - 2 DAP CLOSEOUT REQUIREMENTS Page 2 of 3 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Revised April 7, 2014 1 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 CLOSEOUT PROCEDURE 9 A. Prior to requesting Final Inspection, submit: 10 1. Project Record Documents in accordance with Section 01 78 39 11 2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23 12 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 13 01 74 23. 14 C. Final Inspection 15 1. After final cleaning, provide notice to the City Project Representative that the Work 16 is completed. 17 a. The City will make an initial Final Inspection with the Contractor present. 18 b. Upon completion of this inspection, the City will notify the Contractor, in 19 writing within 10 business days, of any particulars in which this inspection 20 reveals that the Work is defective or incomplete. 21 2. Upon receiving written notice from the City, immediately undertake the Work 22 required to remedy deficiencies and complete the Work to the satisfaction of the 23 City. 24 3. Upon completion of Work associated with the items listed in the City's written 25 notice, inform the City, that the required Work has been completed. Upon receipt 26 of this notice, the City, in the presence of the Contractor, will make a subsequent 27 Final Inspection of the project. 28 4. Provide all special accessories required to place each item of equipment in full 29 operation. These special accessory items include, but are not limited to: 30 a. Specified spare parts 31 b. Adequate oil and grease as required for the first lubrication of the equipment 32 c. Initial fill up of all chemical tanks and fuel tanks 33 d. Light bulbs 34 e. Fuses 35 f. Vault keys 36 g. Handwheels 37 h. Other expendable items as required for initial start-up and operation of all 38 equipment 39 D. Notice of Project Completion 01 77 19 - 3 DAP CLOSEOUT REQUIREMENTS Page 3 of 3 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Revised April 7, 2014 1 1. Once the City Project Representative finds the Work subsequent to Final Inspection 2 to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). 3 E. Supporting Documentation 4 1. Coordinate with the City Project Representative to complete the following 5 additional forms: 6 a. Final Payment Request 7 b. Statement of Contract Time 8 c. Affidavit of Payment and Release of Liens 9 d. Consent of Surety to Final Payment 10 e. Pipe Report (if required) 11 f. Contractor’s Evaluation of City 12 g. Performance Evaluation of Contractor 13 F. Letter of Final Acceptance 14 1. Upon review and acceptance of Notice of Project Completion and Supporting 15 Documentation, in accordance with General Conditions, City will issue Letter of 16 Final Acceptance and release the Final Payment Request for payment. 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 [NOT USED] 23 3.11 CLOSEOUT ACTIVITIES [NOT USED] 24 3.12 PROTECTION [NOT USED] 25 3.13 MAINTENANCE [NOT USED] 26 3.14 ATTACHMENTS [NOT USED] 27 END OF SECTION 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Revised April 7, 2014 1 SECTION 01 78 23 2 OPERATION AND MAINTENANCE DATA 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Product data and related information appropriate for City's maintenance and 7 operation of products furnished under Contract 8 2. Such products may include, but are not limited to: 9 a. Traffic Controllers 10 b. Irrigation Controllers (to be operated by the City) 11 c. Butterfly Valves 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 – General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Schedule 24 1. Submit manuals in final form to the City within 30 calendar days of product 25 shipment to the project site. 26 1.5 SUBMITTALS 27 A. Submittals shall be in accordance with Section 01 33 00. All submittals shall be 28 approved by the City prior to delivery. 29 1.6 INFORMATIONAL SUBMITTALS 30 A. Submittal Form 31 1. Prepare data in form of an instructional manual for use by City personnel. 32 2. Format 33 a. Size: 8 ½ inches x 11 inches 34 b. Paper 35 1) 40 pound minimum, white, for typed pages 36 2) Holes reinforced with plastic, cloth or metal 37 c. Text: Manufacturer’s printed data, or neatly typewritten 01 78 23 - 2 DAP OPERATION AND MAINTENANCE DATA Page 2 of 5 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Revised April 7, 2014 1 d. Drawings 2 1) Provide reinforced punched binder tab, bind in with text 3 2) Reduce larger drawings and fold to size of text pages. 4 e. Provide fly-leaf for each separate product, or each piece of operating 5 equipment. 6 1) Provide typed description of product, and major component parts of 7 equipment. 8 2) Provide indexed tabs. 9 f. Cover 10 1) Identify each volume with typed or printed title "OPERATING AND 11 MAINTENANCE INSTRUCTIONS". 12 2) List: 13 a) Title of Project 14 b) Identity of separate structure as applicable 15 c) Identity of general subject matter covered in the manual 16 3. Binders 17 a. Commercial quality 3-ring binders with durable and cleanable plastic covers 18 b. When multiple binders are used, correlate the data into related consistent 19 groupings. 20 4. If available, provide an electronic form of the O&M Manual. 21 B. Manual Content 22 1. Neatly typewritten table of contents for each volume, arranged in systematic order 23 a. Contractor, name of responsible principal, address and telephone number 24 b. A list of each product required to be included, indexed to content of the volume 25 c. List, with each product: 26 1) The name, address and telephone number of the subcontractor or installer 27 2) A list of each product required to be included, indexed to content of the 28 volume 29 3) Identify area of responsibility of each 30 4) Local source of supply for parts and replacement 31 d. Identify each product by product name and other identifying symbols as set 32 forth in Contract Documents. 33 2. Product Data 34 a. Include only those sheets which are pertinent to the specific product. 35 b. Annotate each sheet to: 36 1) Clearly identify specific product or part installed 37 2) Clearly identify data applicable to installation 38 3) Delete references to inapplicable information 39 3. Drawings 40 a. Supplement product data with drawings as necessary to clearly illustrate: 41 1) Relations of component parts of equipment and systems 42 2) Control and flow diagrams 43 b. Coordinate drawings with information in Project Record Documents to assure 44 correct illustration of completed installation. 45 c. Do not use Project Record Drawings as maintenance drawings. 46 4. Written text, as required to supplement product data for the particular installation: 47 a. Organize in consistent format under separate headings for different procedures. 48 b. Provide logical sequence of instructions of each procedure. 01 78 23 - 3 DAP OPERATION AND MAINTENANCE DATA Page 3 of 5 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Revised April 7, 2014 1 5. Copy of each warranty, bond and service contract issued 2 a. Provide information sheet for City personnel giving: 3 1) Proper procedures in event of failure 4 2) Instances which might affect validity of warranties or bonds 5 C. Manual for Materials and Finishes 6 1. Submit 5 copies of complete manual in final form. 7 2. Content, for architectural products, applied materials and finishes: 8 a. Manufacturer's data, giving full information on products 9 1) Catalog number, size, composition 10 2) Color and texture designations 11 3) Information required for reordering special manufactured products 12 b. Instructions for care and maintenance 13 1) Manufacturer's recommendation for types of cleaning agents and methods 14 2) Cautions against cleaning agents and methods which are detrimental to 15 product 16 3) Recommended schedule for cleaning and maintenance 17 3. Content, for moisture protection and weather exposure products: 18 a. Manufacturer's data, giving full information on products 19 1) Applicable standards 20 2) Chemical composition 21 3) Details of installation 22 b. Instructions for inspection, maintenance and repair 23 D. Manual for Equipment and Systems 24 1. Submit 5 copies of complete manual in final form. 25 2. Content, for each unit of equipment and system, as appropriate: 26 a. Description of unit and component parts 27 1) Function, normal operating characteristics and limiting conditions 28 2) Performance curves, engineering data and tests 29 3) Complete nomenclature and commercial number of replaceable parts 30 b. Operating procedures 31 1) Start-up, break-in, routine and normal operating instructions 32 2) Regulation, control, stopping, shut-down and emergency instructions 33 3) Summer and winter operating instructions 34 4) Special operating instructions 35 c. Maintenance procedures 36 1) Routine operations 37 2) Guide to "trouble shooting" 38 3) Disassembly, repair and reassembly 39 4) Alignment, adjusting and checking 40 d. Servicing and lubrication schedule 41 1) List of lubricants required 42 e. Manufacturer's printed operating and maintenance instructions 43 f. Description of sequence of operation by control manufacturer 44 1) Predicted life of parts subject to wear 45 2) Items recommended to be stocked as spare parts 46 g. As installed control diagrams by controls manufacturer 47 h. Each contractor's coordination drawings 48 1) As installed color coded piping diagrams 01 78 23 - 4 DAP OPERATION AND MAINTENANCE DATA Page 4 of 5 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Revised April 7, 2014 1 i. Charts of valve tag numbers, with location and function of each valve 2 j. List of original manufacturer's spare parts, manufacturer's current prices, and 3 recommended quantities to be maintained in storage 4 k. Other data as required under pertinent Sections of Specifications 5 3. Content, for each electric and electronic system, as appropriate: 6 a. Description of system and component parts 7 1) Function, normal operating characteristics, and limiting conditions 8 2) Performance curves, engineering data and tests 9 3) Complete nomenclature and commercial number of replaceable parts 10 b. Circuit directories of panelboards 11 1) Electrical service 12 2) Controls 13 3) Communications 14 c. As installed color coded wiring diagrams 15 d. Operating procedures 16 1) Routine and normal operating instructions 17 2) Sequences required 18 3) Special operating instructions 19 e. Maintenance procedures 20 1) Routine operations 21 2) Guide to "trouble shooting" 22 3) Disassembly, repair and reassembly 23 4) Adjustment and checking 24 f. Manufacturer's printed operating and maintenance instructions 25 g. List of original manufacturer's spare parts, manufacturer's current prices, and 26 recommended quantities to be maintained in storage 27 h. Other data as required under pertinent Sections of Specifications 28 4. Prepare and include additional data when the need for such data becomes apparent 29 during instruction of City's personnel. 30 1.7 CLOSEOUT SUBMITTALS [NOT USED] 31 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 32 1.9 QUALITY ASSURANCE 33 A. Provide operation and maintenance data by personnel with the following criteria: 34 1. Trained and experienced in maintenance and operation of described products 35 2. Skilled as technical writer to the extent required to communicate essential data 36 3. Skilled as draftsman competent to prepare required drawings 01 78 23 - 5 DAP OPERATION AND MAINTENANCE DATA Page 5 of 5 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Revised April 7, 2014 1 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2 - PRODUCTS [NOT USED] 5 PART 3 - EXECUTION [NOT USED] 6 END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.5.A.1 – title of section removed 4/7/2014 M.Domenech Revised for DAP Application 8 01 78 39 - 1 DAP PROJECT RECORD DOCUMENTS Page 1 of 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Revised April 7, 2014 1 SECTION 01 78 39 2 PROJECT RECORD DOCUMENTS 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Work associated with the documenting the project and recording changes to project 7 documents, including: 8 a. Record Drawings 9 b. Water Meter Service Reports 10 c. Sanitary Sewer Service Reports 11 d. Large Water Meter Reports 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 – General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 23 1.5 SUBMITTALS 24 A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to 25 City’s Project Representative. 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE 30 A. Accuracy of Records 31 1. Thoroughly coordinate changes within the Record Documents, making adequate 32 and proper entries on each page of Specifications and each sheet of Drawings and 33 other Documents where such entry is required to show the change properly. 34 2. Accuracy of records shall be such that future search for items shown in the Contract 35 Documents may rely reasonably on information obtained from the approved Project 36 Record Documents. 01 78 39 - 2 DAP PROJECT RECORD DOCUMENTS Page 2 of 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Revised April 7, 2014 1 3. To facilitate accuracy of records, make entries within 24 hours after receipt of 2 information that the change has occurred. 3 4. Provide factual information regarding all aspects of the Work, both concealed and 4 visible, to enable future modification of the Work to proceed without lengthy and 5 expensive site measurement, investigation and examination. 6 1.10 STORAGE AND HANDLING 7 A. Storage and Handling Requirements 8 1. Maintain the job set of Record Documents completely protected from deterioration 9 and from loss and damage until completion of the Work and transfer of all recorded 10 data to the final Project Record Documents. 11 2. In the event of loss of recorded data, use means necessary to again secure the data 12 to the City's approval. 13 a. In such case, provide replacements to the standards originally required by the 14 Contract Documents. 15 1.11 FIELD [SITE] CONDITIONS [NOT USED] 16 1.12 WARRANTY [NOT USED] 17 PART 2 - PRODUCTS 18 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED] 19 2.2 RECORD DOCUMENTS 20 A. Job set 21 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no 22 charge to the Contractor, 1 complete set of all Documents comprising the Contract. 23 B. Final Record Documents 24 1. At a time nearing the completion of the Work and prior to Final Inspection, provide 25 the City 1 complete set of all Final Record Drawings in the Contract. 26 2.3 ACCESSORIES [NOT USED] 27 2.4 SOURCE QUALITY CONTROL [NOT USED] 28 PART 3 - EXECUTION 29 3.1 INSTALLERS [NOT USED] 30 3.2 EXAMINATION [NOT USED] 31 3.3 PREPARATION [NOT USED] 32 3.4 MAINTENANCE DOCUMENTS 33 A. Maintenance of Job Set 34 1. Immediately upon receipt of the job set, identify each of the Documents with the 35 title, "RECORD DOCUMENTS - JOB SET". 01 78 39 - 3 DAP PROJECT RECORD DOCUMENTS Page 3 of 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Revised April 7, 2014 1 2. Preservation 2 a. Considering the Contract completion time, the probable number of occasions 3 upon which the job set must be taken out for new entries and for examination, 4 and the conditions under which these activities will be performed, devise a 5 suitable method for protecting the job set. 6 b. Do not use the job set for any purpose except entry of new data and for review 7 by the City, until start of transfer of data to final Project Record Documents. 8 c. Maintain the job set at the site of work. 9 3. Coordination with Construction Survey 10 a. At a minimum clearly mark any deviations from Contract Documents 11 associated with installation of the infrastructure. 12 4. Making entries on Drawings 13 a. Record any deviations from Contract Documents. 14 b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the 15 change by graphic line and note as required. 16 c. Date all entries. 17 d. Call attention to the entry by a "cloud" drawn around the area or areas affected. 18 e. In the event of overlapping changes, use different colors for the overlapping 19 changes. 20 5. Conversion of schematic layouts 21 a. In some cases, on the Drawings, arrangements of conduits, circuits, piping, 22 ducts, and similar items, are shown schematically and are not intended to 23 portray precise physical layout. 24 1) Final physical arrangement is determined by the Contractor, subject to the 25 City's approval. 26 2) However, design of future modifications of the facility may require 27 accurate information as to the final physical layout of items which are 28 shown only schematically on the Drawings. 29 b. Show on the job set of Record Drawings, by dimension accurate to within 1 30 inch, the centerline of each run of items. 31 1) Final physical arrangement is determined by the Contractor, subject to the 32 City's approval. 33 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in 34 ceiling plenum", "exposed", and the like). 35 3) Make all identification sufficiently descriptive that it may be related 36 reliably to the Specifications. 37 c. The City may waive the requirements for conversion of schematic layouts 38 where, in the City's judgment, conversion serves no useful purpose. However, 39 do not rely upon waivers being issued except as specifically issued in writing 40 by the City. 41 B. Final Project Record Documents 42 1. Transfer of data to Drawings 43 a. Carefully transfer change data shown on the job set of Record Drawings to the 44 corresponding final documents, coordinating the changes as required. 45 b. Clearly indicate at each affected detail and other Drawing a full description of 46 changes made during construction, and the actual location of items. 47 c. Call attention to each entry by drawing a "cloud" around the area or areas 48 affected. 01 78 39 - 4 DAP PROJECT RECORD DOCUMENTS Page 4 of 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Revised April 7, 2014 1 d. Make changes neatly, consistently and with the proper media to assure 2 longevity and clear reproduction. 3 2. Transfer of data to other Documents 4 a. If the Documents, other than Drawings, have been kept clean during progress of 5 the Work, and if entries thereon have been orderly to the approval of the City, 6 the job set of those Documents, other than Drawings, will be accepted as final 7 Record Documents. 8 b. If any such Document is not so approved by the City, secure a new copy of that 9 Document from the City at the City's usual charge for reproduction and 10 handling, and carefully transfer the change data to the new copy to the approval 11 of the City. 12 3.5 REPAIR / RESTORATION [NOT USED] 13 3.6 RE-INSTALLATION [NOT USED] 14 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 15 3.8 SYSTEM STARTUP [NOT USED] 16 3.9 ADJUSTING [NOT USED] 17 3.10 CLEANING [NOT USED] 18 3.11 CLOSEOUT ACTIVITIES [NOT USED] 19 3.12 PROTECTION [NOT USED] 20 3.13 MAINTENANCE [NOT USED] 21 3.14 ATTACHMENTS [NOT USED] 22 END OF SECTION 23 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP Application 24 APPENDIX Scale Drawn by N/A Checked by Date Project No.Sheet No. Fort Worth, Texas 76102 801 Cherry Street, Unit 11, # 1300 Tel. No. (817) 335-6511 www.kimley-horn.comFIRM # 10194040 1 OF 2 LEGAL DESCRIPTION PERMANENT PEDESTRIAN ACCESS EASEMENT BEING a 500 square foot (0.0115 acre) tract of land situated in the Sarah Gray Jennings Survey, Abstract No. 844, City of Fort Worth, Tarrant County, Texas; said tract being part of Lots 1 & 2, Block 15, Jennings South (unrecorded plat) shown on Page 287 of the Brookes Baker Map of Fort Worth, Texas, Centennial Edition, 1949; said tract being part of TRACT 2 described in Special Warranty Deed to FW 901 Vickery Investors, LP recorded in Instrument No. D219239479 of the Official Public Records of Tarrant County, Texas; said tract being more particularly described as follows: BEGINNING at a 5/8-inch iron rod with "KHA" cap set at the intersection of the south right-of-way line of Jarvis Street (a 40-foot wide right-of-way) and the west right-of-way line of College Street (a 60-foot wide right-of-way); THENCE South 1°40'24" West, departing the said south line of Jarvis Street and along the said west line of College Street, a distance of 2.5 feet to a point for corner; THENCE North 88°19'36" West, a distance of 200.00 feet to a point for corner in the west line of said Lot 2; THENCE North 1°40'24" East, along the said west line of Lot 2, a distance of 2.50 feet to a "+" cut in concrete found for corner in the said south line of Jarvis Street; said point being the northwest corner of said Lot 2; THENCE South 88°19'36" East, a distance of 200.00 feet to the POINT OF BEGINNING and containing 500 square feet or 0.0115 acres of land, more or less. BILLINGSLEY, MICHAEL 8/18/2020 12:24 PM K:\FTW_SURVEY\064464006-TX WHISKEY SITE VICKERY\DWG\064464006-TX WHISKEY SITE VICKERY_ACCESS EASEMENT.DWG MCB JDW 8/18/2020 064464006 EXHIBIT "B" PERMANENT PEDESTRIAN ACCESS EASEMENT PART OF LOTS 1 & 2, BLOCK 15 JENNINGS SOUTH SARAH GRAY JENNINGS SURVEY, ABSTRACT NO. 844 CITY OF FORT WORTH, TARRANT COUNTY, TEXAS I L OETATS SAX ETF D S U R V E YORL A N E S S ALP ROF O NR E G I STERE D MICHAEL CLEO BILLINGSLEY 6558 _____________________________ MICHAEL C. BILLINGSLEY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 michael.billingsley@kimley-horn.com NOTES Bearing system based on the Texas Coordinate System of 1983(2011 adjustment), North Central Zone (4202). A survey plat of even survey date herewith accompanies this metes & bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the easement tract. FW 901 VICKERY INVESTORS LP (INST. NO. D219239479) JARVIS STREET (40-FOOT WIDE RIGHT-OF-WAY) IRSC IRSCXF LOT 1, BLOCK 15 JENNINGS SOUTH (UNRECORDED) LOT 2, BLOCK 15 JENNINGS SOUTH (UNRECORDED) LOT 6, BLOCK 4 JENNINGS SOUTH (UNRECORDED) P.O.B. PERMANENT PEDESTRIAN ACCESS EASEMENT 0.0115 ACRES 500 SQ. FT. N88°19'36"W 200.00'N1°40'24"E 2.50' S88°19'36"E 200.00' S1°40'24"W 2.50' COLLEGE STREET (60-FOOT WIDE RIGHT-OF-WAY) BILLINGSLEY, MICHAEL 8/18/2020 12:24 PM K:\FTW_SURVEY\064464006-TX WHISKEY SITE VICKERY\DWG\064464006-TX WHISKEY SITE VICKERY_ACCESS EASEMENT.DWG Scale Drawn by MCB1" = 30' Checked by Date Project No.Sheet No. Fort Worth, Texas 76102 801 Cherry Street, Unit 11, # 1300 Tel. No. (817) 335-6511 www.kimley-horn.comFIRM # 10194040 0 GRAPHIC SCALE IN FEET 15 30 JDW 8/18/2020 064464006 2 OF 2 LEGEND P.O.B. = POINT OF BEGINNING IRFC = IRON ROD W/ "KHA" CAP FOUND XF = "+" CUT IN CONCRETE FOUND EXHIBIT "A" PERMANENT PEDESTRIAN ACCESS EASEMENT PART OF LOTS 1 & 2, BLOCK 15 JENNINGS SOUTH SARAH GRAY JENNINGS SURVEY, ABSTRACT NO. 844 CITY OF FORT WORTH, TARRANT COUNTY, TEXAS I L OETATS SAX ETF D S U R V E YORL A N E S S ALP ROF O NR E G I STERE D MICHAEL CLEO BILLINGSLEY 6558 _____________________________ MICHAEL C. BILLINGSLEY REGISTERED PROFESSIONAL LAND SURVEYOR NO. 6558 801 CHERRY STREET, UNIT 11 SUITE 1300 FORT WORTH, TEXAS 76102 PH. 817-335-6511 michael.billingsley@kimley-horn.com NORTH NOTES Bearing system based on the Texas Coordinate System of 1983(2011 adjustment), North Central Zone (4202). A metes & bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, hereby certifies that this plat of survey accurately sets out the metes and bounds of the easement tract. Public Roadway (Jarvis Street) and Vickery Boulevard Parking April 13, 2020 ECS Project No. 63:1287 Page i ECS Southwest, LLP Geotechnical Engineering Report Public Roadway (Jarvis Street) and Vickery Boulevard Parking 901 W Vickery Boulevard Fort Worth, Texas ECS Project Number 63:1287 April 13, 2020 Public Roadway (Jarvis Street) and Vickery Boulevard Parking April 13, 2020 ECS Project No. 63:1287 Page ii April 13, 2020 Ms. Susan Gruppi Co-President M2G Ventures 2523 White Settlement Road Fort Worth, Texas 76107 ECS Project No. 63:1287 Reference: Geotechnical Engineering Report Public Roadway (Jarvis Street) and Vickery Boulevard Parking 901 W Vickery Boulevard Fort Worth, Texas Dear Ms. Gruppi: ECS Southwest (ECS) has completed the subsurface exploration, laboratory testing, and geotechnical engineering analyses for the referenced project. Our services were performed in general accordance with ECS Proposal No. 63:1396-GP, dated March 27, 2020. This report presents our understanding of the geotechnical aspects of the project along with the results of the field exploration and laboratory testing conducted. The report also contains our findings and recommendations for design and construction. It has been our pleasure to be of service to you during the design phase of this project. We would appreciate the opportunity to remain involved during the continuation of the design phase, and we would like to provide our services during construction phase operations as well to verify the assumptions of subsurface conditions made for this report. Should you have any questions concerning the information contained in this report, or if we can be of further assistance to you, please contact us. Respectfully Submitted, ECS Southwest, LLP Peter Shau, P.E, D.GE Michael Batuna, P.E. Geotechnical Senior Project Manager Principal Engineer PShau@ecslimited.com MBatuna@ecslimited.com The seal appearing on this document was authorized by Michael Batuna No.92147 on April 13, 2020 Public Roadway (Jarvis Street) and Vickery Boulevard Parking April 13, 2020 ECS Project No. 63:1287 Page iii TABLE OF CONTENTS EXECUTIVE SUMMARY ........................................................................................................................ 1 1.0 INTRODUCTION ............................................................................................................................. 2 1.1 General ................................................................................................................................... 2 1.2 Scope of Services .................................................................................................................... 2 1.3 Authorization .......................................................................................................................... 2 2.0 PROJECT INFORMATION ............................................................................................................... 3 2.1 Project Location...................................................................................................................... 3 2.2 Current Site Conditions .......................................................................................................... 3 2.3 Proposed Construction ........................................................................................................... 3 3.0 FIELD EXPLORATION ..................................................................................................................... 4 3.1 FIELD EXPLORATION PROGRAM ............................................................................................. 4 3.2 Regional Geology .................................................................................................................... 4 3.2.1 Pawpaw and Weno Limestone Formation: .................................................................. 4 3.2.2 Fort Worth Limestone and Duck Creek: ....................................................................... 5 3.3 Subsurface Characterization .................................................................................................. 6 3.4 Soil Survey Mapping ............................................................................................................... 6 3.5 Groundwater Observations .................................................................................................... 6 4.0 LABORATORY TESTING ........................................................................................................ 7 5.0 DESIGN RECOMMENDATIONS ............................................................................................. 8 5.1 Pavement Design .................................................................................................................... 8 5.2 Pavement Section ................................................................................................................... 9 5.3 Pavement Materials ............................................................................................................... 9 6.0 SITE CONSTRUCTION CONSIDERATIONS ............................................................................ 10 6.1 Subgrade Preparation .......................................................................................................... 10 6.1.1 Proofrolling ................................................................................................................. 10 6.1.2 Earthwork Operations ................................................................................................ 11 6.2 LIME/SULFATE INDUCED HEAVE .......................................................................................... 11 6.3 Pavement Subgrade Preparations ........................................................................................ 11 7.0 CLOSING ........................................................................................................................... 13 APPENDICES Appendix A – Figures • Boring Location Diagram Appendix B – Field Operations • Reference Notes for Boring Logs • Boring Logs B-1 and B-2 Appendix C – Laboratory Testing • Laboratory Testing Summary • CBR & Proctor/Swell • Lime pH Series Chart Public Roadway (Jarvis Street) and Vickery Boulevard Parking April 13, 2020 ECS Project No. 63:1287 Page 1 EXECUTIVE SUMMARY The following summarizes the main findings of the exploration, particularly those that may have a cost impact on the planned development. Further, our principal pavement recommendations based on the City of Fort Worth Pavement Guidelines are summarized. Information gleaned from the executive summary should not be utilized in lieu of reading the entire geotechnical report. • The geotechnical exploration performed for this study consisted of a total of two (2) borings drilled to depths of approximately 10 feet below the existing top concrete or exiting top base. • The borings encountered Fat Clay (CH) and Fat Clay with trace gravel (CH) native soils extended to depths of about 5 feet below existing top concrete. Tan limestone was encountered at depths of 5 feet below existing top concrete/existing top base and extended to the termination depth of about 10 feet. Groundwater seepage was not encountered in the borings during drilling and the borings were observed to be dry at the completion of drilling. • The street designation for the roadways is not known. Concrete pavement sections for Arterial, Collector and Residential-Urban streets are provided in the report. The pavement section should be selected based on the street designations. Concrete pavements should be placed over compacted lime stabilized subgrade. The concrete pavement thicknesses of 7 inches for Residential-Urban Streets, 9 inches for Collector Streets and 11 inches for Arterial Streets were estimated. • Design values for the proposed roadways, subgrade preparation and stabilization, pavement sections as well as materials specifications are provided in the report. Public Roadway (Jarvis Street) and Vickery Boulevard Parking April 13, 2020 ECS Project No. 63:1287 Page 2 1.0 INTRODUCTION 1.1 GENERAL The purpose of this study was to provide geotechnical information for the design and construction of new concrete pavements for public roadway (Jarvis Street) and Vickery Boulevard parking. The recommendations developed for this report are based on project information provided by the client. This report contains the results of our subsurface explorations and geotechnical laboratory testing programs, site characterization, engineering analyses, and recommendations for the design and construction of the new public roadway and parking. 1.2 SCOPE OF SERVICES To obtain the necessary geotechnical information required for evaluation of subsurface soil conditions, two (2) borings were drilled to depths of approximately 10 feet below the existing grade and/or existing top concrete. A laboratory-testing program was also implemented to characterize the physical and geotechnical engineering properties of the subsurface soils. This report discusses our exploratory and testing procedures, presents our findings and evaluations and includes the following: • A brief review and description of our field and laboratory test procedures and the results of testing conducted. • A review of surface topographical features and site conditions. • A review of area and site geologic conditions. • A review of subsurface soil stratigraphy with pertinent available physical properties. • A copy of our soil test borings. • Recommendations for site preparation and construction of compacted fills, including an evaluation of on-site soils for use as compacted fills. • Recommendations for concrete pavements in accordance with the City of Fort Worth guidelines. 1.3 AUTHORIZATION Our services were provided in accordance with ECS Proposal No. 63:1396-GP, dated and approved by the client on March 27, 2020. Public Roadway (Jarvis Street) and Vickery Boulevard Parking April 13, 2020 ECS Project No. 63:1287 Page 3 2.0 PROJECT INFORMATION 2.1 PROJECT LOCATION The project site is located near southeast quadrant of S Adams Street and W Vickery Boulevard in Fort Worth, Texas. The location is depicted in Figure 2.1.1 as shown below. Figure 2.1.1 Site Location 2.2 CURRENT SITE CONDITIONS The project site consists of a public roadway (Jarvis Street) and Vickery Boulevard Parking. The site is generally level with an elevations of about El.= 617 feet at borehole B-1 (W. Vickery Boulevard), and El.=622 feet at borehole B-2 (Jarvis Street). 2.3 PROPOSED CONSTRUCTION The public scope includes a public access road and parking in close proximity of the property at 901 W. Vickery Boulevard in Fort Worth, Texas. The project consists of the construction of about 450 linear feet of Jarvis Street and about 3,000 SF. parking by W Vickery Boulevard. Grading plans of the road and parking were not available at the time of this proposal, we will assume final grading will be at or near the existing grade. Site Public Roadway (Jarvis Street) and Vickery Boulevard Parking April 13, 2020 ECS Project No. 63:1287 Page 4 3.0 FIELD EXPLORATION 3.1 FIELD EXPLORATION PROGRAM The field exploration was planned with the objective of characterizing the project site in general geotechnical and geological terms and to evaluate subsequent field and laboratory data to assist in the determination of geotechnical recommendations. The subsurface conditions were explored by drilling a total of two (2) borings drilled to depths of approximately 10 feet below the existing top concrete. A truck mounted drill rig with continuous flight augers was utilized to drill the borings. The boring locations were determined by and identified in the field by ECS personnel using the supplied diagram. The approximate as-drilled boring locations are shown on the Boring Location Diagram in Appendix A. The ground surface elevations noted in this report were obtained from google earth map. Representative soil samples were obtained by means of the Shelby tube sampling procedures in accordance with ASTM Specification D-1587. In the Shelby tube sampling procedure, a thin walled, steel seamless tube with sharp cutting edges is pushed hydraulically into the soil, and a relatively undisturbed sample is obtained. One bulk soil sample (DMS-1) was collected to perform lime/pH series, soluble sulfates, Standard Proctor and CBR tests. Texas Cone Penetrometer tests were performed to evaluate the load carrying capacity of the limestone encountered. These tests were performed in general accordance with test method Tex- 132-E in the Texas Department of Transportation (TxDOT) Manual of Testing Procedures. The results of these tests are shown on the attached boring logs at the depths of occurrence. Field logs of the soils encountered in the borings were maintained by the drill crew. After recovery, each geotechnical soil sample was removed from the sampler and visually classified. Representative portions of each soil sample was then wrapped in plastic and transported to our laboratory for further visual examination and laboratory testing. After completion of the drilling operations, the boreholes were backfilled with auger cuttings to the existing ground surface. 3.2 REGIONAL GEOLOGY 3.2.1 Pawpaw and Weno Limestone Formation: The near surface geologic mapping is largely within the Pawpaw and Weno Limestone Geologic Formation (Kpd). This formation generally consists of alternating layers of limestone, shale, and sandstone. Chemical and mechanical weathering of the parent rock produces moderately to highly active clay soils. Groundwater in these formations is mostly encountered at the contacts and limited in quantity (perched). Public Roadway (Jarvis Street) and Vickery Boulevard Parking April 13, 2020 ECS Project No. 63:1287 Page 5 3.2.2 Fort Worth Limestone and Duck Creek: The regional parent geologic mapping indicates that the site is underlain by the Fort Worth Limestone and Duck Creek (Kfd). The parent rock of the Fort Worth formati0n consists of alternating layers of limestone and shale while the Duck Creek formation consists predominately of hard limestone with marl layers. Generally the more intact un-weathered limestone is grayish in color and weathers into a tan limestone or into highly plastic clay soils. These clays typically exhibit high to very high shrink/swell with change in moisture contents. The clays can typically range from Tan directly above the rock to darker colors near the ground surface and will have higher shrink/swell tendencies near the surface. The primary components include FAT CLAY (CH) and FAT CLAY WITH TRACE GRAVEL (CH). The clays are typically not very thick, but have moderately high to high Shrink/Swell potential. The formation generally consists of limestone at this project site. The location of the site on the geologic map is provided below on Figure 3.2.2. Figure 3.2.2 Geologic map for Figure 3.2.1 obtained from the Geologic Atlas of Texas, Dallas Sheet, 1987 Site Public Roadway (Jarvis Street) and Vickery Boulevard Parking April 13, 2020 ECS Project No. 63:1287 Page 6 3.3 SUBSURFACE CHARACTERIZATION The subsurface conditions encountered were generally consistent with published geological mapping. The following sections provide generalized characterizations of the soil strata encountered during our subsurface exploration. For specific information, refer to the Boring Logs in Appendix B. Table 3.3.1 Subsurface Stratigraphy Approximate Depth to Bottom of Strata Below Top Concrete (feet) Material Description Consistency 2 to 5 FAT CLAY (CH) to FAT CLAY WITH TRACE GRAVEL (CH), dark brown, with calcareous nodules Hard 5 to 10 LIMESTONE, weathered, tan, with clay seams Moderately Hard Notes: Encountered in Borings B-1 and B-2. Please refer to the attached boring logs in Appendix B and laboratory data summary in Appendix C for this field exploration for a more detailed description of the subsurface conditions encountered in the borings as the stratification descriptions above are generalized for presentation purposes. 3.4 SOIL SURVEY MAPPING Based on the United States Department of Agriculture soil survey, the site is underlain by the Urban Land., 0 to 16 percent slopes. This unban land has no hydric soil rating, and is not prime farmland. 3.5 GROUNDWATER OBSERVATIONS Groundwater level observations were not made in the borings during drilling operations. In auger drilling operations, water is not introduced into the borehole and the groundwater level can often be determined by observing water flowing into the excavation. Furthermore, visual observation of soil samples retrieved can often be used in evaluating the groundwater conditions. Groundwater seepage was not encountered in the borings during drilling and the borings were observed to be dry at the completion of drilling. The highest groundwater observations are normally encountered in the late winter and early spring. Fluctuation in the location of the long-term water table may occur as a result of changes in precipitation, evaporation, surface water runoff and other factors not immediately apparent at the time of his investigation. The possibility of groundwater level fluctuation should be considered when developing the design and construction plans for the project. Public Roadway (Jarvis Street) and Vickery Boulevard Parking April 13, 2020 ECS Project No. 63:1287 Page 7 4.0 LABORATORY TESTING The laboratory testing was performed by ECS on selected samples obtained during our field exploration operations. Classification and index property tests were performed on representative soil samples obtained from the test borings in order to aid in classifying soils according to the Unified Soil Classification System (USCS) and to quantify and correlate engineering properties. The soil samples were tested for moisture content, Atterberg limits, gradation, Proctor test, sulfate, swell test, and California Bearing Ratio (CBR) test presented in Appendix C. An experienced geotechnical engineer visually classified each soil sample from the test borings on the basis of texture and plasticity in accordance with the USCS and ASTM D-2488 (Description and Identification of Soils-Visual/Manual Procedures). After classification, the geotechnical engineer grouped the various soil types into the major zones noted on the boring logs in Appendix B. The group symbols for each soil type are indicated in parentheses following the soil descriptions on the boring logs. The stratification lines designating the interfaces between earth materials on the boring logs are approximate; in situ, the transitions may be gradual. The soil samples will be retained in our laboratory for a period of 60 days, after which, they will be discarded unless other instructions are received as to their disposition. Public Roadway (Jarvis Street) and Vickery Boulevard Parking April 13, 2020 ECS Project No. 63:1287 Page 8 5.0 DESIGN RECOMMENDATIONS The following recommendations have been developed are based on the City of Fort Worth 2015 Pavement Design Manual, dated January 29, 2015 (Revised December 14, 2015). If there are any changes to the project characteristics or if different subsurface conditions are encountered during construction, ECS should be consulted so that the recommendations of this report can be reviewed. 5.1 PAVEMENT DESIGN Design parameters are summarized in the table below based on the information provided by the client and our experience with similar projects: Table 5.1.1 Pavement Design Inputs Design Parameters Design Values Access Roads Street Classification Arterial Collector Residential – Urban (High Volume) Design Life 30 years 25 years 25 years Annual ESAL’s 300,000 100,000 35,000 Total ESAL’s for the design period 13,170,000 3,006,000 929,569 Growth Rate 2.5 1.5 0.5 Reliability (percentage) 90 90 85 Initial Pavement Serviceability 4.5 4.5 4.5 Terminal Pavement Serviceability 2.5 2.25 2.0 Subgrade CBR 5.0 5.0 5.0 CBR for lime stabilized subgrade (LSS) (Assumed)* 15 15 15 Resilient Modulus (lime stabilized subgrade) 22,500 psi 22,500 psi 22,500 psi Lime Stabilized Layer Thickness 8 inches 8 inches 6 inches Effective Modulus of Subgrade Reaction, k 196 pci 196 pci 180 pci Overall Standard Deviation 0.39 Load Transfer 3.0 Drainage Coefficient, Cd 1 Loss of Support 0 Concrete Modulus of Elasticity 4,000,000 psi Concrete Modulus of Rupture 620 psi Notes: CBR of lime stabilized subgrade should be confirmed after final grading during construction. Public Roadway (Jarvis Street) and Vickery Boulevard Parking April 13, 2020 ECS Project No. 63:1287 Page 9 5.2 PAVEMENT SECTION Based on the results of our analysis, access road pavements may be designed and installed using a concrete pavement section over lime stabilized subgrade as follows: Table 5.2.2 Pavement Section Street Classification PCC Section (inches) Lime Treated Subgrade (Inches) Arterial 11 8 Collector 9 8 Residential – Urban (High Volume) 7 6 Currently there is about 20 inches base. Therefore, we need to list that pavements may supported on lime stabilized subgrade if the clay subgrade is anticipated to support the pavement after final grading, or on the existing flex base if enough flex base (6 to 8 inches) will remain after final grading. Lime stabilization is not necessary for flex base is encountered after final grading. An important consideration with the design and construction of pavements is surface and subsurface drainage. Where standing water develops, either on the pavement surface or within the base course layer, softening of the subgrade and other problems related to the deterioration of the pavement can be expected. Furthermore, good drainage should reduce the possibility of the subgrade materials becoming saturated during the normal service period of the pavement. 5.3 PAVEMENT MATERIALS Pavement materials should be in strict accordance with the most current City of Fort Worth Pavement Design Standards. Pavement should be specified, constructed and tested to meet the following requirements: 1. Portland Cement Concrete (City of Fort Worth): Specify a minimum flexural strength of 620 psi. 2. Reinforcing Steel: #4 bars at 18” centers both ways for pavement thickness >8 inches #3 bars at 18” centers both ways for pavement thickness of 8 inches, or less 3. Concrete Pavement Joints: a. Transverse Contraction Joint spacing should not exceed five times the slab thickness in inches. b. Longitudinal Joints shall be used if width in feet is greater than five times the pavement slab thickness in inches. c. Expansion Joints to be constructed a maximum of 300’ apart on straight paving. The reinforcement steel requirements depends on the pavement slab thickness. 4. Lime Stabilized Subgrade (City of Fort Worth): 8% lime by dry weight of soil. Public Roadway (Jarvis Street) and Vickery Boulevard Parking April 13, 2020 ECS Project No. 63:1287 Page 10 6.0 SITE CONSTRUCTION CONSIDERATIONS 6.1 SUBGRADE PREPARATION The subgrade preparation should follow the City of Fort Worth 2015 Pavement Design Manual, dated January 29, 2015 (Revised December 14, 2015). In a dry and undisturbed state, the upper 1-foot of the majority of the soil at the site will provide good subgrade support for fill placement and construction operations. However, when wet, this soil will degrade quickly with disturbance from contractor operations. Therefore, good site drainage should be maintained during earthwork operations, which would help maintain the integrity of the soil. The surface of the site should be kept properly graded in order to enhance drainage of the surface water away from the proposed paving areas during the construction phase. We recommend that an attempt be made to enhance the natural drainage without interrupting its pattern. The soils at the site are moisture and disturbance sensitive, and contain fines which are considered moderately erodible. Therefore, the contractor should carefully plan his operation to minimize exposure of the subgrade to weather and construction equipment traffic, and provide and maintain good site drainage during earthwork operations to help maintain the integrity of the surficial soils. All erosion and sedimentation shall be controlled in accordance with sound engineering practice and current jurisdictional requirements. Excavations may encounter limestone in some areas. The difficulty of excavation will increase with depth. The limestone can generally be excavated using large equipment. 6.1.1 Proofrolling After stripping and removing all unsuitable surface materials, cutting to the proposed grade, and prior to the placement of any structural fill, the exposed subgrade should be examined by the Geotechnical Engineer or authorized representative. The exposed subgrade should be thoroughly proofrolled with previously approved construction equipment having a minimum weight of 25 tons (e.g. fully loaded tandem-axle dump truck). The areas subject to proofrolling should be traversed by the equipment in the same direction with overlapping passes of the vehicle under the observation of the Geotechnical Engineer or authorized representative. This procedure is intended to assist in identifying any localized yielding materials. In the event that unstable or “pumping” subgrade is identified by the proofrolling, those areas should be marked for repair prior to the placement of any subsequent structural fill or other construction materials. Methods of repair of unstable subgrade, such as undercutting or moisture conditioning or chemical stabilization, should be discussed with the Geotechnical Engineer to determine the appropriate procedure with regard to the existing conditions causing the instability. If the area is deemed too small for a piece of equipment to traverse the excavated area it should be thoroughly probed by the Geotechnical Engineer or authorized representative. Public Roadway (Jarvis Street) and Vickery Boulevard Parking April 13, 2020 ECS Project No. 63:1287 Page 11 6.1.2 Earthwork Operations Prior to placement of any new fill, all subgrades should be scarified to a minimum depth of 6 inches, moisture conditioned and compacted to at least 95% of Maximum Dry Density at or above the optimum moisture content value as obtained by the Standard Proctor Method (ASTM D-698). All fills should be benched into the existing soils. Imported soil used for general fill should not have a Plasticity Index (PI) of greater than the material encountered onsite. Fill should be compacted to at least 95% of Maximum Dry Density at or above the optimum moisture content value as obtained by the Standard Proctor Method (ASTM D-698). Soil moisture levels should be preserved (by various methods that can include covering with plastic, watering, etc.) until new fill, or pavements are placed. All fill soils should be placed in 8 inch loose lifts for mass grading operations and 4 inches for trench type excavations where walk behind or “jumping jack” compaction equipment is used. Upon completion of the filling operations, care should be taken to maintain the soil moisture content prior to construction of pavements. If the soil becomes desiccated, the affected material should be removed and replaced, or these materials should be scarified, moisture conditioned and recompacted. Utility cuts should not be left open for extended periods of time and should be properly backfilled. Backfilling should be accomplished with properly compacted on-site soils, rather than granular materials. If granular materials are used, a utility trench cut-off at the pavement line is recommended to help prevent water from migrating through the utility trench backfill to beneath the proposed concrete pavement. 6.2 LIME/SULFATE INDUCED HEAVE Soluble sulfate tests were performed according to TxDOT test method; Tex-145-E on sampled soils to evaluate the potential for heave due to an expansive lime-sulfate reaction. The laboratory test results indicated that soluble sulfate concentrations of 85 to 492 ppm in these soils. Soils with soluble sulfate concentrations of 3,000 ppm or less indicate a low level of risk associated with sulfate-induced heave. Test results were summarized in the following table: Table 6.2 Soluble Sulfates Boring No. Sample No. Depth (feet) SULFATES (ppm) B-1 S-2 2 – 4 144 B-2 S-3 4 – 5 492 Bulk S-1 0 –2 85 Soluble sulfate tests should be performed on the subgrade during construction, after final grading has been completed. 6.3 PAVEMENT SUBGRADE PREPARATIONS A preliminary lime application rate of 8% hydrated lime by dry weight of clay (TxDOT Item 260) should be used for budgeting purposes. Public Roadway (Jarvis Street) and Vickery Boulevard Parking April 13, 2020 ECS Project No. 63:1287 Page 12 The lime stabilized clay should be thoroughly mixed and appropriately mellowed for at least 48 hours (TxDOT Item 260) and tested for gradation and lime solubility (pH) prior to final placement and compaction. Once appropriately mixed and mellowed, this material may then be placed and compacted at workable moisture contents at least 3 percentage points above the optimum moisture content and compacted to at least 95% of the Maximum Dry Density as obtain using the Standard Proctor Method (ASTM D-698). Limestone may be encountered as subgrade in some areas of the site. The limestone is hard and difficult to grade. A bond breaker should be constructed between the limestone and concrete pavement to help prevent irregular cracking of the pavement and promote shrinkage crack formation in the saw joints, contraction and construction joints. Where limestone in encountered, it should be undercut to depth of 6 inches. Flexible base can used to establish final grade. In lieu of flexible base, a minimum lime treated soils can also be used in areas where limestone is encountered in pavement subgrades. Flexible base should meet the requirements of TxDOT Item 247, Type D, Grade 1 or 2. Recycled concrete meeting the gradation requirements of flexible base is also acceptable for use. The flexible base and recycled concrete should be compacted to 95% of maximum dry density at or above the optimum moisture content as obtained using the Standard Proctor Method (ASTM D- 698). The City of Fort Worth may have certain requirements regarding the site pavement systems, backfill and testing. In preparing the final project plans for this site, please refer to the City of Fort Worth requirements. Public Roadway (Jarvis Street) and Vickery Boulevard Parking April 13, 2020 ECS Project No. 63:1287 Page 13 7.0 CLOSING We recommend that the construction activities be monitored by ECS to provide the necessary overview and to check the suitability of the subgrade soils for supporting the pavements. We would be most pleased to provide these services. The description of the proposed project is based on information provided to ECS by the client. If any of this information is inaccurate, either due to our interpretation of the documents provided or site or design changes that may occur later, ECS should be contacted immediately in order that we can review the report in light of the changes and provide additional or alternate recommendations as may be required to reflect the proposed construction. We recommend that ECS be allowed to review the project’s plans and specifications pertaining to our work so that we may ascertain consistency of those plans/specifications with the intent of the geotechnical report. Field observations, monitoring, and quality assurance testing during earthwork and pavement placement are an extension of and integral to the geotechnical design recommendation. We recommend that the owner retain these quality assurance services and that ECS be allowed to continue our involvement throughout these critical phases of construction to provide general consultation as issues arise. ECS is not responsible for the conclusions, opinions, or recommendations of others based on the data in this report. APPENDIX A – Figures Boring Location Diagram ECS Southwest, LLP 4050 Sandshell Drive Fort Worth, Texas 76137 Project No.: 63:1287 FIGURE: BLD SCALE: NTS DATE: April 9, 2020 PM: TM Boring Location Plan Public Roadway (Jarvis Street) 901 W Vickery Boulevard Fort Worth, Texas Estimated Pavement Boring Location B-1 B-2 APPENDIX B – Field Operations Reference Notes for Boring Logs Boring Logs B-1 to B-2 Reference Notes for Boring Logs (FINAL 10-13-2016) © 2016 ECS Corporate Services, LLC. All Rights Reserved COHESIVE SILTS & CLAYS UNCONFINED COMPRESSIVE STRENGTH, QP 4 SPT5 (BPF) CONSISTENCY7 (COHESIVE) <0.25 <3 Very Soft 0.25 - <0.50 3 - 4 Soft 0.50 - <1.00 5 - 8 Medium Stiff 1.00 - <2.00 9 - 15 Stiff 2.00 - <4.00 16 - 30 Very Stiff 4.00 - 8.00 31 - 50 Hard >8.00 >50 Very Hard GRAVELS, SANDS & NON-COHESIVE SILTS SPT5 DENSITY <5 Very Loose 5 - 10 Loose 11 - 30 Medium Dense 31 - 50 Dense >50 Very Dense REFERENCE NOTES FOR BORING LOGS 1Classifications and symbols per ASTM D 2488-09 (Visual-Manual Procedure) unless noted otherwise. 2To be consistent with general practice, “POORLY GRADED” has been removed from GP, GP-GM, GP-GC, SP, SP-SM, SP-SC soil types on the boring logs. 3Non-ASTM designations are included in soil descriptions and symbols along with ASTM symbol [Ex: (SM-FILL)]. 4Typically estimated via pocket penetrometer or Torvane shear test and expressed in tons per square foot (tsf). 5Standard Penetration Test (SPT) refers to the number of hammer blows (blow count) of a 140 lb. hammer falling 30 inches on a 2 inch OD split spoon sampler required to drive the sampler 12 inches (ASTM D 1586). “N-value” is another term for “blow count” and is expressed in blows per foot (bpf). 6The water levels are those levels actually measured in the borehole at the times indicated by the symbol. The measurements are relatively reliable when augering, without adding fluids, in granular soils. In clay and cohesive silts, the determination of water levels may require several days for the water level to stabilize. In such cases, additional methods of measurement are generally employed. 7Minor deviation from ASTM D 2488-09 Note 16. 8Percentages are estimated to the nearest 5% per ASTM D 2488-09. RELATIVE AMOUNT7 COARSE GRAINED (%)8 FINE GRAINED (%)8 Trace <5 <5 Dual Symbol (ex: SW-SM) 10 10 With 15 - 20 15 - 25 Adjective (ex: “Silty”) >25 >30 WATER LEVELS6 WL Water Level (WS)(WD) (WS) While Sampling (WD) While Drilling SHW Seasonal High WT ACR After Casing Removal WL Water Level at Drilling Completion DRILLING SAMPLING SYMBOLS & ABBREVIATIONS SS Split Spoon Sampler PM Pressuremeter Test ST Shelby Tube Sampler RD Rock Bit Drilling WS Wash Sample RC Rock Core, NX, BX, AX BS Bulk Sample of Cuttings REC Rock Sample Recovery % PA Power Auger (no sample) RQD Rock Quality Designation % HSA Hollow Stem Auger CFA Continuous Flight Auger PARTICLE SIZE IDENTIFICATION DESIGNATION PARTICLE SIZES Boulders 12 inches (300 mm) or larger Cobbles 3 inches to 12 inches (75 mm to 300 mm) Gravel: Coarse ¾ inch to 3 inches (19 mm to 75 mm) Fine 4.75 mm to 19 mm (No. 4 sieve to ¾ inch) Sand: Coarse 2.00 mm to 4.75 mm (No. 10 to No. 4 sieve) Medium 0.425 mm to 2.00 mm (No. 40 to No. 10 sieve) Fine 0.074 mm to 0.425 mm (No. 200 to No. 40 sieve) Silt & Clay (“Fines”) <0.074 mm (smaller than a No. 200 sieve) MATERIAL1,2 ASPHALT CONCRETE GRAVEL TOPSOIL VOID Limestone AGGREGATE BASE COURSE FILL3 MAN-PLACED SOILS GW WELL-GRADED GRAVEL gravel-sand mixtures, little or no fines GP POORLY-GRADED GRAVEL gravel-sand mixtures, little or no fines GM SILTY GRAVEL gravel-sand-silt mixtures GC CLAYEY GRAVEL gravel-sand-clay mixtures SW WELL-GRADED SAND gravelly sand, little or no fines SP POORLY-GRADED SAND gravelly sand, little or no fines SM SILTY SAND sand-silt mixtures SC CLAYEY SAND sand-clay mixtures ML SILT non-plastic to medium plasticity MH ELASTIC SILT high plasticity CL LEAN CLAY low to medium plasticity CH FAT CLAY high plasticity OL ORGANIC SILT or CLAY non-plastic to low plasticity OH ORGANIC SILT or CLAY high plasticity PT PEAT highly organic soils PROJECT NO.:BORING NO:B-1 SHEET:1 PROJECT NAME: LOCATION:617 DRILLING METHOD:DRILLER: BORING STARTED:BORING COMPLETED: ELEV.DEPTH N (FEET)(FEET)(bpf)NOTES 616 _ 615 2 _ 614 _(CH) FAT CLAY with trace gravel, dark brown P = 4.5+ tsf 613 4 _ 612 2 P = 4.5+ tsf 611 6 _TCP=100/2.13" 610 _ 609 8 _ 608 _ 607 10 __TCP=100/0.75" 596 _ 595 _ 594 _ 593 _ 592 25 __ 591 _ 590 _ 589 _ 588 _ 587 30 __ WATER DEPTH AFTER DRILLING:N/A THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. THE STANDARD PENETRATION RESISTANCE (N-VALUE) IS THE SUM OF THE 2nd and 3rd SET OF BLOWS (6" INCREMENTS) REQUIRED TO DRIVE A 2" O.D. (1.375" I.D.) SPLIT-SPOON SAMPLER A DISTANCE OF 18" OR 24", USING A 140 LB HAMMER DROPPING 30". Public Roadway (Jarvis Street) and Vickery Blvd. Continuous Flight Auger DESCRIPTION OF MATERIALS 4" CONCRETE; 20" FLEXIBLE BASESAMPLE(CLASSIFICATION) BORING LOG OWNER: SURF. ELEV (FT): 63: 1287 M2G Ventures 4/2/2020 END OF BORING @ 10' CAVE-IN DEPTH:NONE OBSERVED LIMESTONE, tan, weathered, with clay seams, moderately hard 3 hard , with calcareous nodules1 J.P. 901 W. Vickery Blvd., Ft. Worth, Texas 4/2/2020 PROJECT NO.:BORING NO:B-2 SHEET:1 PROJECT NAME: LOCATION:622 DRILLING METHOD:DRILLER: BORING STARTED:BORING COMPLETED: ELEV.DEPTH N (FEET)(FEET)(bpf)NOTES 621 _ 620 2 _ 619 _P = 4.5+ tsf 618 4 _ 617 2 P = 4.5+ tsf 616 6 _TCP=100/3.00" 615 _ 614 8 _ 613 _ 612 10 __TCP=100/0.25" 601 _ 600 _ 599 _ 598 _ 597 25 __ 596 _ 595 _ 594 _ 593 _ 592 30 __ WATER DEPTH AFTER DRILLING:N/A THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. THE STANDARD PENETRATION RESISTANCE (N-VALUE) IS THE SUM OF THE 2nd and 3rd SET OF BLOWS (6" INCREMENTS) REQUIRED TO DRIVE A 2" O.D. (1.375" I.D.) SPLIT-SPOON SAMPLER A DISTANCE OF 18" OR 24", USING A 140 LB HAMMER DROPPING 30". BORING LOG 63: 1287 OWNER:M2G Ventures Public Roadway (Jarvis Street) and Vickery Blvd. 901 W. Vickery Blvd., Ft. Worth, Texas SURF. ELEV (FT): Continuous Flight Auger J.P. 4/2/2020 4/2/2020 SAMPLEDESCRIPTION OF MATERIALS (CLASSIFICATION) 20" FLEXIBLE BASE 1 (CH) FAT CLAY, dark brown, hard, calcareous nodules NONE OBSERVED CAVE-IN DEPTH: 3 LIMESTONE, tan, weathered, with clay seams, moderately hard END OF BORING @ 10' APPENDIX C – Laboratory Testing Laboratory Testing Summary CBR & Proctor Curve Swell Lime pH Series Chart ECS Southwest, LLP Fort Worth, Texas Laboratory Testing Summary Date:4/10/2020 Project Number:63: 1287 Project Name:Public Roadway Project Engineer:PS Principal Engineer:MPB Summary By:PS Dry Boring Sample Depth MC1 Soil Unit Final Number Number (feet)(%)Type2 Weight Moisture Overburden Swell (pcf)(%)(psf)(%) B-1 S-1 2 - 4 20.3 21.3 360 0.89 S-2 4 - 5 14.9 S-3 5 - 10 9.7 B-2 S-1 2 - 4 28.8 CH 69 25 44 90.5 S-2 4 - 5 19.0 19.2 540 0.00 S-3 5 - 10 10.3 BULK SAMPLE Refer to Attachment CH 50 20 30 Notes:1. ASTM D 2216, 2. ASTM D 2487, 3. ASTM D 4318, 4. ASTM D 7260, 5. ASTM D 1140, 6. ASTM D 4546 Definitions:MC: Moisture Content, Soil Type: USCS (Unified Soil Classification System), LL: Liquid Limit, PL: Plastic Limit, PI: Plasticity Index, NP: Non Plastic Sulfate, ppm One-Dimensional Swell6 Sieve5 48.9 Atterberg Limits3 LL PL PI Percent Passing No. 200 144.0 491.6 84.7 BEARING RATIO TEST REPORT ASTM D1883-14 1 � .N C. � d 1 v C R r+ N .y d OC c 0 :... �a L i+ d _ � a CBR at 95% Max. Density = 5.3% for 0.10 in. Penetration 14 I56 blows 11 �e v Q: $ m 56 blows V 5 56 blowsl � 2 111 112.5 114 115.5 117 118.5 Molded Density (pcfl ., 0 � d 3 � 1 • 2 ■ 3 ■ Penetration Depth (in.) Molded Soaked Density Percent of Moisture Density Percent of Moisture (pc� Max. Dens. (%) (pc� Max. Dens. (%) 113.9 96 11.0 113.9 96.1 , 16.6 1173 98.9 12.7 117.3 98.9 13.8 �- 112.3 94.7 � 15.4 1123 94.7 � 16.1 Material Description CLAY, Brown, with fine gravel pieces Project No: 1287 Project: W. Vickery Building - Public Source of Sample: On-Site, Bulk Sample Sample Number: D4S-1 Date Sampled: 03/31/2020 C Depth: 0.00-0.10 Date Received: 04/O1/2020 Elapsed Time (hrs) CBR �%) Linearity Max. Surcharge Correction Swell 0.10 in. 0.20 In. (in.) (Ibs.) (�o) 0 6.5 5.7 0.000 10.0 0 11.2 9.3 0.000 10.0 0 5.0 4.5 0.000 10.0 0 Ma�c. Optimum USCS Dens. Moisture LL PI CH 118.6 12.9 50 30 Test Description/Remarks: Figure COMPACTION TEST REPORT 12� 12. w, 117 � a a � .N c � � � � 112 107 102 r � � i 1.° 11 � � � I � ' — � ; T ; �. 7.5 10 12.5 15 17.5 . 20 22.5 Water content, % Test specification: ASTM D 698-12 Method A Standard Elev/ Classification Nat. Depth USCS AASHTO Moist. Sp.G. 0.00-0.10 CH 2,6g TEST RESULTS Maximum dry density = 118.6 pcf Optimum moisture = 12.9 % Project No. 1287 Client: Kunley-Horn & Associates Project: W, Vickery Building - Public o Source of Sample: On-Site, Bulk Sample Sample Number: D4S-1 �� AV for ip.G. _ !.68 LL PI % > % < #4 No.200 50 30 4.50 48.9 MATERIAL DESCRIPTION CLAY, Brown, with fine gravel pieces Remarks: Tested By: AA Checked By: Kumara ECS Southwest, LLP Dallas, TX P�ject No: 63-1287 Pmject : W.lrickery Building - Public Source : D3S-1 ( Bulk Sample) Sample InformaBon: Clay, Brown, with Fne Gravel. Lime aH Series Test 'Yo of Hydrated Lime 0% 296 3°�6 40� » 5°k 8% 7% S°h Comeeted pH 8.3 12.1 '{2.2 12.3 12.3 12.4 12.4 12.4 1A.0 12.o x' �- 10.0 � l � s.o r � x 4 6.0 4.0 2.0 • t a t- • Date : 04/03l2020 Tested By : Kumara Remarks O.D 0% t% 296 3% 4% 5X 6% 7% 89G 9% ].OS6 Perce�rt of Hydrated ume