HomeMy WebLinkAboutContract 55097-PM1CSC No. 55097-PM1
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 1 of 5
CITY OF FORT WORTH Storm Drain, Paving & Street Light Improvements – ACN N. Beach St.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102893
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
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 2 of 5
CITY OF FORT WORTH Storm Drain, Paving & Street Light Improvements – ACN N. Beach St.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102893
Revised March 20, 2020
Technical Specifications which have been modified by the Engineer specifically for this
Project; hard copies are included in the Project’s Contract Documents
NONE
Technical Specifications listed below are included for this Project by reference and can be
viewed/downloaded from the City’s website at:
http://fortworthtexas.gov/tpw/contractors/
or
https://apps.fortworthtexas.gov/ProjectResources/
Division 02 - Existing Conditions 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
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
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 3 of 5
CITY OF FORT WORTH Storm Drain, Paving & Street Light Improvements – ACN N. Beach St.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102893
Revised March 20, 2020
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
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
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 4 of 5
CITY OF FORT WORTH Storm Drain, Paving & Street Light Improvements – ACN N. Beach St.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102893
Revised March 20, 2020
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
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
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 5 of 5
CITY OF FORT WORTH Storm Drain, Paving & Street Light Improvements – ACN N. Beach St.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102893
Revised March 20, 2020
Appendix
GC-4.02 Subsurface and Physical Conditions
GC-4.04 Underground Facilities
GC-4.10 Availability of Lands
GR-01 60 00 Product Requirements
END OF SECTION
00 42 43
DAP - BID PROPOSAL
Page 1 of 4
N BEACH STREET STA 59+02.42 TO 74+33.63 PAVING, DRAINAGE, & STREET LIGHTS
1 0241.0500 Remove Fence 02 41 13 LF 3,764 $4.00 $15,056.00
2 0241.1100 Remove Asphalt Pvmt 02 41 15 SY 1,904 $12.00 $22,848.00
3 2605.3011 2" CONDT PVC SCH 40 (T)26 05 33 LF 450 $12.00 $5,400.00
4 2605.3031 4" CONDT PVC SCH 40 (T)26 05 33 LF 900 $20.00 $18,000.00
5 3123.0101 Unclassified Excavation by Plan (Cut Per Plan)31 23 16 CY 43,573 $3.75 $163,398.75
6 3123.0103 Borrow by Plan (Fill Per Plan)31 23 23 CY 4,535 $2.50 $11,337.50
7 3125.0101 SWPPP ≥ 1 acre 31 25 00 LS 1 $22,500.00 $22,500.00
8 3211.0502 8" Lime Treatment 32 11 29 SY 6,235 $4.00 $24,940.00
9 3211.0400 Hydrated Lime 32 11 29 TN 135 $185.00 $24,975.00
10 3213.0105 10" Conc Pvmt (4000 psi)32 13 13 SY 5,759 $64.00 $368,576.00
11 3217.0002 4" SLD Pvmt Marking HAS (Y)32 17 23 LF 3,379 $2.00 $6,758.00
12 3217.0004 4" BRK Pvmt Marking HAS (Y)32 17 23 LF 602 $2.00 $1,204.00
13 3217.0202 8" SLD Pvmt Marking HAS (Y)32 17 23 LF 66 $4.00 $264.00
14 3217.0501 24" SLD Pvmt Marking HAE (W)32 17 23 LF 12 $20.00 $240.00
15 3217.1002 Lane Legend Arrow 32 17 23 EA 8 $350.00 $2,800.00
16 3217.2103 REFL Raised Marker TY II-A-A 32 17 23 EA 63 $4.00 $252.00
17 3291.0100 Topsoil 32 91 19 CY 1,020 $18.00 $18,360.00
18 3292.0400 Seeding, Hydromulch 32 92 13 SY 8,269 $2.00 $16,538.00
19 3305.0107 Manhole Adjustment, Minor 33 05 14 EA 2 $500.00 $1,000.00
20 3305.0111 Valve Box Adjustment 33 05 14 EA 6 $500.00 $3,000.00
21 3441.4006 Install Alum Sign Ground Mount - ACN Standard 00 00 00 EA 2 $1,400.00 $2,800.00
22 3471.0001 Traffic Control 34 71 13 MO 3 $2,500.00 $7,500.00
23 9999.0000 10" Asphalt Base Type B 32 12 16 SY 123 $64.00 $7,872.00
24 9999.0001 Remove Gravel Road 00 00 00 SY 4,497 $6.00 $26,982.00
25 9999.0002 6" CONDT PVC SCH 40 (T)26 05 33 LF 900 $30.00 $27,000.00
26 9999.0003 Connect to Exist Pavement 32 13 13 LF 35 $20.00 $700.00
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Project Item Information Bidder's Proposal
Description Specification
Section No.Bid Quantity
$800,301.25
Unit of
Measure Bid ValueBidlist Item
No.
PAVING IMPROVEMENTS
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID Bidder's Application
PAVING IMPROVEMENTS
Unit Price
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019 ACN-N. BEACH PH. 2B (P-SD-SL) 00 42 43_PD_Bid Proposal_DAP (2020.11.20)
00 42 43
DAP - BID PROPOSAL
Page 2 of 4
N BEACH STREET STA 59+02.42 TO 74+33.63 PAVING, DRAINAGE, & STREET LIGHTS
Project Item Information Bidder's Proposal
Description Specification
Section No.Bid QuantityUnit of
Measure Bid ValueBidlist Item
No.
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID Bidder's Application
Unit Price
1 0241.4401 Remove Headwall/SET 02 41 14 EA 1 $1,500.00 $1,500.00
2 3137.0102 Large Stone Riprap, dry 31 37 00 SY 2312 $95.00 $219,640.00
3 3305.0109 Trench Safety 33 05 10 LF 2,555 $1.00 $2,555.00
4 3305.0112 Concrete Collar 33 05 17 EA 2 $1,000.00 $2,000.00
5 3341.0201 21" RCP, Class III 33 41 10 LF 161 $55.00 $8,855.00
6 3341.0305 33" RCP, Class III 33 41 10 LF 68 $90.00 $6,120.00
7 3341.0409 48" RCP, Class III 33 41 10 LF 287 $170.00 $48,790.00
8 3341.1402 7x4 Box Culvert 33 41 10 LF 49 $400.00 $19,600.00
9 3341.1601 9x4 Box Culvert 33 41 10 LF 553 $520.00 $287,560.00
10 3341.2001 10x4 Box Culvert 33 41 10 LF 394 $610.00 $240,340.00
11 3349.0103 5' Manhole Riser 33 49 10 EA 4 $5,500.00 $22,000.00
12 3349.5001 10' Curb Inlet 33 49 20 EA 8 $3,400.00 $27,200.00
13 9999.0004 (2) 10'x5' MBC 33 41 10 LF 1043 $1,245.00 $1,298,535.00
14 9999.0005 24'x12' Storm Junction Box 33 49 10 EA 1 $38,500.00 $38,500.00
15 9999.0006 12'x5' Storm Junction Box 33 49 10 EA 2 $14,500.00 $29,000.00
16 9999.0007 11'x9' Storm Junction Box 33 49 10 EA 1 $23,500.00 $23,500.00
17 9999.0008 TxDOT Standard Headwall (Type SW-0)33 49 40 EA 1 $28,500.00 $28,500.00
18 9999.0009 Concrete Drop Structure with Baffle Blocks
(complete)31 37 00 CY 338 $750.00 $253,500.00
19 9999.0010 Filter Fabric for Drop Structure 00 00 00 SY 2186 $3.00 $6,558.00
20 9999.0011 Course Aggregate for Drop Structure 00 00 00 CY 80 $120.00 $9,600.00
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STORM DRAIN IMPROVEMENTS
$2,573,853.00STORM DRAIN IMPROVEMENTS
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019 ACN-N. BEACH PH. 2B (P-SD-SL) 00 42 43_PD_Bid Proposal_DAP (2020.11.20)
00 42 43
DAP - BID PROPOSAL
Page 3 of 4
N BEACH STREET STA 59+02.42 TO 74+33.63 PAVING, DRAINAGE, & STREET LIGHTS
Project Item Information Bidder's Proposal
Description Specification
Section No.Bid QuantityUnit of
Measure Bid ValueBidlist Item
No.
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID Bidder's Application
Unit Price
1 2605.3015 2" CONDT PVC SCH 80 (T)26 05 33 LF 2925 $12.00 $35,100.00
2 3441.3302 Rdwy Illum Foundation TY 3,5,6, and 8 34 41 20 EA 8 $1,200.00 $9,600.00
3 3441.3411 Reconnect Conductor 34 41 20 EA 2 $850.00 $1,700.00
4 9999.0012 Furnish/Install Powder Coat Black
Type 18 Pole 00 00 00 EA 8 $3,200.00 $25,600.00
5 9999.0013 Furnish/Install Powder Coat Black
Type 33A Arm 00 00 00 EA 8 $600.00 $4,800.00
6 9999.0014 Furnish/Install Powder Coat Black LED Lighting
Fixture (133 watt ATB2 Cobrahead)00 00 00 EA 8 $800.00 $6,400.00
7 9999.0015 No. 8 XHHW Insulated Elec Condr 00 00 00 LF 5850 $3.00 $17,550.00
8 9999.0016 No. 10 XHHW Insulated Elec Condr 00 00 00 LF 2925 $3.00 $8,775.00
9 9999.0017 Install Alum Sign to Street Light Pole -
ACN Standard 00 00 00 EA 3 $850.00 $2,550.00
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STREET LIGHT IMPROVEMENTS
STREET LIGHT IMPROVEMENTS $112,075.00
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019 ACN-N. BEACH PH. 2B (P-SD-SL) 00 42 43_PD_Bid Proposal_DAP (2020.11.20)
00 42 43
DAP - BID PROPOSAL
Page 4 of 4
N BEACH STREET STA 59+02.42 TO 74+33.63 PAVING, DRAINAGE, & STREET LIGHTS
Project Item Information Bidder's Proposal
Description Specification
Section No.Bid QuantityUnit of
Measure Bid ValueBidlist Item
No.
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID Bidder's Application
Unit Price
This Bid is submitted by the entity named below:
BIDDER:BY:
CONATSER CONSTRUCTION TX, L.P.
5327 WICHITA ST.TITLE:
FT. WORTH, TX 76119 DATE:
180
END OF SECTION
PAVING IMPROVEMENTS
Total Construction Bid
Bid Summary
PRESIDENT
Contractor agrees to complete WORK for FINAL ACCEPTANCE within working days after the date when the
CONTRACT commences to run as provided in the General Conditions.
11/20/2020
$112,075.00
BROCK HUGGINS
$3,486,229.25
$2,573,853.00
STREET LIGHT IMPROVEMENTS
$800,301.25
STORM DRAIN IMPROVEMENTS
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019 ACN-N. BEACH PH. 2B (P-SD-SL) 00 42 43_PD_Bid Proposal_DAP (2020.11.20)
oatis ix
DAP PREQUAi.fl�f(:A�i'IC7N STATF:h7fiNl
Page f uf i
SECTIDN 4fl 45 12
DAP - PREQllE1LIF�CATION STAT�Mk:NT
Each Qiddca- is required ta com�lete tl�e informatian below by identifyi�ig the pre�uali�ed contractors
andlor subcontractnrs whom they int�nd to utilizc for the major wark type{s) listcd. ln the "Major Work
Tvae" bax pro�ide the complet� major wark type and actual description as provided bv the Water
Departnienl far water and sewer and T'PW fnr paving_
Major Work "Cype CantractorlSubcontra�tor Campany Name Prequalification
Expiration Date
Concrete CanlRecan � 15,fl4ti SY �D�yq.�.SCrC�nSfr,,«t-j q�1 �7C � LP ti/3/ �a 1
Street Light Improvements ���-�- �--�-�k�p�-� -r� � LP 1/'� 1��t,
The undersigned hereby certifies that the �antractors andloi� subcontractors described in the tahlc abave
arc currcntly preq►�aiified for tl�e: work typcs listcd.
BIDDER:
8y:
r ti P�tiroG �- rh�l [[1 S
Company jPlease PrintJ
Signature:
�,�a•Y7 V11 i Caf1+ t"A St.
lAddress
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CitylStatelZip
Title:
P� i Gl��lf
(Please Print)
Date: , L I � �' � �'
END ❑F SECTIOiV
CITY Of F4RT WORTH
STAN�ARaCaIvSTftLICf16N PRE4UALIFICATIQN SFATEMfHT- 6EVfLaPER AWAROED PRQIECTS Stnr•irr f]raiir, Pa;�ing cPr Slreef Liglrl Gn��rnt�emenla• - AL'N N. 8estch .Sr,
Fvrm Version September 1, 2015 CITY PROlH: 102893
004526-I
CQNTRACTaR COMPLIANCE Wf?H WORkCER'S COMPENSATION LAW
Page l af 1
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SECTIflN Ofl 45 26
CON7RACTDR COMPLIANC� WlTH W�RKER'S CQMPENSATI�N LAW
3 Pursuant to Texas Labar Code Sectian 406.095�aj, as amended, Cnntractor certifies that it
4 pro�ides w�rker's �ompensation insuran�e ca�erage for all of its empfoyees employed on City
5 Project Na. 141883 Contra�tor further certifies that, pursuant to Texas La6or Code, 5e�tion
6 4�6.D95[bj, as amended, it wif! pro�ide to City its sut�cantractors �ertificates of compliance with
7 worker's compensation co�erage.
8
9 C�NTRACT�R:
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. � s �■ � : � s •
Company �Please Printj
��a� llV � C.h� 1"O ��" • 5ignature: �
Address
FQI�' WOI�l ,T?C �i�I � � - -- Title: ���I C:��1'1 �
City�State�Zip �Please Printj
THE STATE ❑F TE7tAS
COUNTY QF TARRANT
§
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6EF�RE ME, the undersigned autharity, an this day personalVy appeare�f
(][_.1[n. ���ynS __, icnawn to me to be the person whose name is
su�scrihed ta the faregaing instrument, and acknowledged to me that he/she executed the
same as the a�t and deed �# i7CQ� � for the purpases and
cansideratiQn #herein expressed�d in the capacity therein stated.
GlVEN IJNDER MY HAN� AND SEAL �F ❑FFICE this �' day of
r �a� •
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, .',:;.. i..';�U+�A �,�3�.9fG � :.
.�"-�'�'- "'"r"�v �'ue1jc, ;�;,�e pf z�:. Notary PubEic in and or the State of Texas
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CITY OF F�RT WpRTH SYorm DrQrn, Povi�g & Srreer �ighr Fmpra�ements —ACIV IV. 8each St.
STANDARD CONSTRLICTEDIV SPECIFICATlaH DOCLJMENTS CityProject Na. i�1S93
Revised April 2, 2014
005243-I
pe�eioper Awarded Praje[t Agreement
Page I of 6
1
SECTION DQ 52 43
2 AGREEMENT
3 THfS AGREEMENT, autharized on � y I� Zz� i. is made by and 6etw�en the ❑e�eloper,
4 Hillwnod Alliance 5ervi�es, LI.C, a Texas limited liability Company, authorixed ta do #�usiness in
5 Texas, and C�a�S�r C.���Gti oi'1 T7C 1� __ ,
fi author"sred ta do business in Texas, aeting hy and through its duly authorized representati�e,
7 �"C�ntractor"�.
8 Reveloper and Contractor, in consideration o€ the mutua! �o�enants hereinafter set forth, agree
9 as follows:
10 Arti�le 1. W�RK
11 ContractQr shall corrtplete a�l Work as specified or indicated in the Contract Dacumersts far the
7.� Project identified herein.
13 Artide 2. PRQJEC7
14 The praject far which the Work under the Contra�t �ocuments may 6e the whole or anly a part
15 is generally described as follows:
15 Storm Drain Pavin & 5treet Lr htrn Im rovements ta serve A�liance Center North — North
17 8each Street
18 Artitle 3. C�NTRACT TIME
i9 3.i Time is of the essence.
20 All time lirr�its f�r Milestones, if any, and Final Acceptance as stated in the Contract
�1 Documents are of the essence to this Contract.
�2 3.2 Final A��eptance.
�3 The Work will b� complete for Final Ac�eptance within {�8�j warlcing days the date when
24 #h� C�ntract Tirne cammen�es to run as prv�ided in Paragraph 12.04 of the Standard City
25 Conditions of the Construction Contract far De�eloper Awarded Projects.
2fi 3.3 Liquida#ed damages
Z7 Cantractur recognizes that time is of the essence of this Agreement and t�tat ❑e�el�per
28 will suffer financial lass if the Wark is not cQmpleted within the times specified in
�9 Paragraph 3.2 abo�e, plus any extension thereof allowed in accordance with Article 10
3� ❑f the 5tandard City Conditians of the Constructi�n Contract for De�eloper Awarded
CITY DF FORT WORTH SYorm Drain, Pavrng & 5treet Lrght Improvemer+[s — RCIV N. 8each St.
S7AN�AR� CbNSTRUCTION SPECfFICATION DDCIJME�iTS— �EVELflPER AWARI7Ep PRQJECFS CrfyProject Na. 1a2893
Re�ised June 16, 2016
oasza3-z
❑e�eloper Awarded PrajectAgreement
Page Z of C
31 Prfljects. The Cantractor aiso recagnizes the delays, expense and difficulties involved in
32 pr�vir�g in a Eegal prQceedgng the actual Iqss suffered by the De�eloper if the Work is s�a#
33 cnmpleted on tir►�e. Accordingly, instead of requiring any such prvof , Cantractor agrees
34 thai as liquidated damages far delay (but not as a penaltyj, Contractar shall pay
35 De�eloper � pollars
3G �$ � for each day that expires after the time specified in Paragraph 3.2 fvr
37 Final Acceptanc� until the City issues the Final Letter af Acceptance.
38 Article 4. C�NTRACT PRICE
39 Deve3oper agrees ta pay Cantractor for performance af the Work in accordance with the
4a Contract �ocuments an amaunt in curr�nt funds vf Tn�ee �nEiiion Four Hundre� E�gr,tv S�x,rt,ousa�d
41 Twv Hundred Twenty Nine & 251100 Dallars ($ 3,48C,229.25 �.
42 Article 5. CD�VTRACi D�CIJMENTS
43 5.1 CDNTEiV75:
44 A. The Cantract Documents which comprise the entire agreement between �evelaper
45 and Contraetor conGefning the Work cansist of the foflowing:
45 1. This Agreement.
47 2. Attachments to thfs Agreement:
48 a. Bid Farm �As provided by �evelaper}
49 �j Prapasal Form �pAP Version}
5p 2} Prequalifi�atian Statement
51 3} 5tate and Federal dacuments {prafect specifirj
52 b. InsuranCe AC�RD �arm(s]
53 �. Payment Bvnd toAP Versiony
54 d. Performance Sand �DAP VersianJ
55 e. Maintenance 6and {RAP Versian}
56 f. �ower of A#torney for the Bonds
57 g, Wtirker's Compensatian Affida�it
58 h. MBE and�or SBE Commitrnent Forrrti {If required}
59 3. 5tandard City General Conditions of the Constructivn Cantract for Developer
6a Awarded Prajects.
CITY OF �ORT W�RTH Storm Ororn, Paving & 5treer tight dmpravements — ACN IV. 8each 5t.
STAPlpARp CQNSFRUCTi�N SPECIFICATlC}iv DqCUMENTS -• DEVEL�PER AWAR4ED PROlECTS Cr[yPrajer[ No. I0�893
Re�ised June 16, 241b
OD5243-3
De�eloper Awarded Proje�t AgreemenY
Page 3 of 6
�1 4. 5upplementary Conditions.
52 5. 5pecificati�ns specifically made a part ❑f the Contra�t pocuments hy attachment
63 or, if not attached, as incorporated by reference and descrif�ed in the iabie of
54 Contents af the Project's Contract Qocuments.
fi5 6. Qrawi�gs.
56 7. Addenda.
57 S. �acumentatian submitted by Contractor priar to Natice of Award.
58 9. The fo[lowing which may be delivered or issued after the Effective pate of the
69 Agreement and, if issued, become an intorporated part ❑f the Cantract
7d �o�uments:
71 a. Notice tn Praceed.
72 6. Field ❑rders.
73 c. Change Orders.
74 d. Letter of Final Acceptan�e.
75
75
CI7Y OF FOR� WORTH 5torm Drairr, Paving & Street 1.ighY Improvements — ACIV IV. Bearh St.
STANQARQ CONSTRUCTIQN 5PECIFICATI4N OOCUMENTS— �EVELQP£ii AWAR�ED PR�JECTS City Projerr No. 702893
Revised lune 15, 20i6
005243-4
oeveloper Awarded Praject Agreement
Page 4 vf 6
77 Artiete 6. INqEMNIFICATEpN
78 fi.l Contractor ca�enants and agrees ta indemnify, hvld harmless and ciefend, at its vwn
79 expense, the eity, its afficers, servants and empinyees, fram and against any and all
80 claims arising out af, ar alleged tn arise aut nf, the work and services to he perfarmed by
81 the cantractor, i#s officers, agents, emplayees, suhcontractors, li�enses or in►►itees under
82 this cantract. This indemnificatian pro�ision is specifically intended to ❑perate and be
83 ertfectir►e e�en if it is afEeged nr prn�en that all ar same af the damapes bein� sau�ht
84 were caused, in witale or in part, by any a�t _ omissian or negli�ence of ti�e ci�. This
85 indemnity pro�ision is intended ta include, without limitation, indernnity for casts,
86 expenses and Fegal fees incurred hy the city in defer�ding against such claims and causes
87 of actians.
E:f:j
89 fi.2 Cantractor co�enants and agrees ta indemnify and hald harmless, at its nwn expense,
9� the city, its uffiters, ser►�ants and employees, from and against any and all loss, damage
91 or destruction of property nf the city, arising out nf, ar alleged to arise out af, the wark
92 and services ta be perfnrmed by the �ontrac#or, its officers, agents, emplayees�
93 subcnntra�tnrs, li�ensees ar in�itees under this cantra�t. This indemnificatinn ra�ision
94 is spe�ifically intended tv aperate and he effecti�e er►en if it is alie�ed Qr pra�efl that ali
95 nr same of the dama es bein sou ht were caused in whale or in art b an act
95 amissian or negligence of the city.
97
98 Artizle 7. M15CELLANE�US
99 7.1 Terms.
1�a �erms used in this Agreement are defined in Article 1 af the Standard City Conditivns of
101 the Construction Contract for De�efoper Awarded Proje�ts.
10� 7.2 Assignment of Contract.
1p3 This Agreement, in�luding all of the Contract ❑acuments may not be assigned by the
104 Contractor without the ad�anced express written consent af the Develaper.
1fl5 7.3 5uccessors and Assigns.
1�6 De�elaper and Contractar each b4nds itself, its partners� suc�essors, assigns ancf legal
1Q7 representatives to the other party hereto, in respe�t to all covenants, agreements and
1a8 ohligations contained in the Cantract C7acuments.
CIT'1 DF FORT WQRTH Srorm Drain, Pavrng & Street Light Imp�nvemer�rs —RCIV N. 8enrh St.
STANI7ARd CaHSTRUCT1flN SPECIFICATIpN QQCLIMENTS — DEVELflPER AWARbEd PROJFCTS Ciry Project No. 2Q7833
Re�ised June 16, 201Fi
❑052R3-S
�e�elaper Awarded ProjecF Agreement
Page 5 af fi
1�9 7.4 5e�erability.
11� Any pro�isian ar part of the Cnntract Do�uments Yreld to he un�onstitutional, void or
111 unenforeeable hy a court of campetent jurisdi�tian shall he deemed stricken, and all
112 remaining pro�isions shall continue ta be �alid and hindir�g upon �EVEL�PER and
113 CONTRACTOR.
114 7.S Go�erning Law and Venue.
115 This Agreement, including all �f the Contract ❑o�uments is performable in the State af
115 Texas. Venue shall be Tarrant Cnunty. Texas, ar the Uniter� 5tates District Cnu�t for the
117 Narthern District of Texas, Fort Worth Division.
118
119 7.6 Authority ta Sign.
32Q Cantractor shall aCtach evidence of autharity to sign Agr�ement, if nther than duly
121 authorized signatory of the Contractor.
122
1z3 IN WITNESS WHERE�F, ❑e�eloper and Cantractor i�a�e executed this Agreement in multiple
1�4 counterparts.
125
326 This Agreement is effecti�e as of the last date signed hy the Parties �"Effective pate"}.
127
CITY DF FORT WORFH Storm �rain, Paving & Street Light Impravemer+ts —ACN N. Bench SY.
STAN�AR� CONSTRL1CTIpN SPECIFICATION tinCUMEN75— �EVELaPER AWARpF.Q PRfl1ECT5 CityProjert Na. Ia2833
Revised lune 16, 2016
005243-6
Developer Awarded Project Agreement
Page 6 of 6
C.�Y1�U�S�trCx.ytlS�tYUC�hq'1'nc�l.P �t�.�;�;u P���c� 5�-:,��%.�r..�5
Contractor:
Developer:
By: BY�
(Sign ) ignature)
128
3�rvC.k- t}Uqq i r� S
(Printed Name)
Title: p�sl d.eYl-�-
Company Name:
Address:
Cs�Y�Se�r' Cs�1Sfi'1aC�"1�1�C� l�
5�.1 WiC.ln��a St
City/Sta�Zi p: �X ,, � `1 n
t.oVi V11��, .,�
�2 /�n��u�
Date
Z. . �tR55t � � c�.��'sr�c-�.N
(Printed Name)
Title:
��1'L�.'r" �O.LL.-t�:- �Z�S .r� t��
Company name:
Addres�,:.
%�'�� I-��il.1�Rr.�-i� f�CJ'4'K � ��>
�
City/Sta e/Zip:
���zx" ���� � %`�l � ]
�21�01��,a
Date
CITY OF FORT WORTH Storm Drain, Paving & Street Light Improvements — ACN N. Beach St.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 102893
Revised June 16, 2016
�5213-1
PERFQRMA�lCE BOiV❑
Page 1 oF 3
Bond No. 02351 13
1
2
3
4
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5
THE STATE DF TE][A5
COIJMY OF TARRAlIIT
��
�7
SECTf0�1 OQ fiZ 13
PERFORMANCE BD�VD
§ ICNDW ALL BY tHESE PRESENTS:
7 That we, __ _ C:nnatser Construction TX, �.,.P. , knawn as
8 "Prin�ipaf" het'ein �nd _ Berkley Insurance Cottipany _, a corporate
9 surery4sureties, if rr�ore than ❑ne) duly authorized ta do business in the State Qf Texas, knawn as
�� "5uret}r' herein {whether one or more}, are held and firmly bound unto the De�elaper, FEiHwood
11 Afliance Services, �LC, authorized ta do husiness in Texas �"De�el�per"j and the City af Fort
12 Warth, a Texas rnunicipa! corparation ("Cit}�'j, in the penaf sum of, Three'�iillion, Fnsar Hundred E�ighty
13 Six Thousandz'I'wo Hundred Tweniy Nine and 2511 i�0----- bollars {$ 3,486,2Z4.25 ),
14 lawful maney of the United States, to �e paid in Fort Worth, iars-ant County, Texas far The
15
1.6
17
is
14
20
payment af which sum wel[ and truly to be rr-Eade jointly unta the Develo�er and the City as dual
n6ligees, we 6ind oursel�es, our heirs, executors, administrators, s�ccessors and assigns, join#ly
ar�d se�erally, firmly by these presents.
WH�REA5, Devef�per and City have en#erec} into an Agreement far the e�nstrurtinn af
community faGilities in the City af Fart Worth by and thcough a Cammunity Facilities Agreement,
CFA Numher CFA2Q-�1Q8 and
21 WFiEREA5, the Prir�cipal has entered intn a certain written contract with the Developer awarded
22 t#�e ,� day af '�: '''� 20� which Contract is herehy referred to and made a
23 part hereof for al! purpases as if fully set fvrth herein, to furnish all materials, equipment Eabor
24 and ather accessories defined hy law, in the prose�ution of the Woric, ir�cluding any Change
�5 �rders, as pro�id�d for in said Contract designated as 5tvrm Oroin, Paving & Stree[ Light
26 lrnprovements — Alliance Cerrter Nar[h— Nnrth eeach 5treet.
27
F��:3
29
NaW. THEREFURE, the eonditian af this obliga#ia� is surh that if the said Prir�cip�l shafl
faithfully perform it obligations under the Cpntract and shall in a11 respects d�ly and faithfully
perform the Work, including Change �rders, under the Contract, ac�ording tv the plans,
CiTY DF FORT WORTH Storm OrQin, Povrng & 5[reet Lrght fmprovemen[s —ACN IV. 8eQ[h 5[.
STAHbRRd CI7Y CONaiTIONS — �EVELdPER AWAR[]ED PROiECTS Crry Project Nn. IR2893
Re�ised January 31, �012
D06213-2
P£RF�RMANCE BQN❑
Page 2 Qf 3
1 specifications, and �antract documents therein referred to, and as weil during any periad af
� extensiQn of the Cantract that may be granted on #he part of the ❑e�eloper' and�or City, then
3 this obligation sha!! be and heeome null and vaid, otherwise tu remain in full fvree and effect.
4
5
PR�VIDED FURTHER, that if any legal action be filed an this Band, �enue shaH 1ie in
Tarrant Caunty, Texas ar the United 5tates District Court far the Narthern District af iexas, Fort
5 Wvrth ❑ivision.
7 This bond is made and executed in c�mpfiance with the provisions of Chapter z2S3 af
S the Texas Gaverr�rnent Code, as amended, and all liabilities on this �ond shal! be determined in
9 ac�ordance with the provisions of said statue.
ZO IN WITNESS WHFRE�F, the Principal and the 5urery ha�e 51GNED and S�ALED this
11 instrument by duly authorized agents and offi�ers on this the �day �f �=.CF ��-
12 2p ��'
PRiNCIPAL:
AITEST:
�Princi{�al) 5ecretary
r ti� ---
Witness as EQ Principal
GTY 4F FCJiiT WORT}i
STANpARQ CITY CONdITIQiVS -�EVELOAER AWARi]EO PRQ]ECTS
Re�ised January 3I, 701Z
Conatser Canstru�tion TX, I,.P.
BY:
5ignature
Srack Huggins, President
Name and TiEle
Address: 53?T Wichita 5t.
For� WQrth, T7C 7b 1 19
Storm a.ain, Paving R Streetlight Improvements -ACN N. 8ench St.
City Project Na. I0z843
OOfi�13-3
PERFORMANCE BD[+ER
Page3af3
fsl�l�.i�1
_��� -7�-z � f
�� �=
{5�retyj 5ecretary
itness as to Surety
1
z
3
S�fRETY:
F3erkley insuran�e Company
BY: � `
5ignature
ftobbi vfora��s, Attomcy-in-fac!
fVame and iitle
Address: 5405 [_B,1 Freeway, Suite 15I]Q
[7allas, TX 75244
Telephone Number: �14��i8g-C���fl
Q *NQte: If signetf by an afficer of the Surety �ompany, there must be on file a eertified extract
5 fram tt�e by-laws shawing that this persvn �as authority ta sign such ❑6ligation. If
6 5urety's physi�al address is different from its mailing address, 6ath must be provided.
7
8 The clate vf the band shalf nnt be priar ta the date the Contract is awarded.
9
CiTY OF F�RT W�RiH Storm proin, Paving & Srrept Lrgi�tlmprovements —RCN !V. 6eoch St.
STANdAR� CITY CpN01TIDH5 — QEVELOpEk RWARDEp PROIECTS City Prajert No. 202893
Revised January 31, 2012
QQ 62 14 - 1
PAYMfNT BflNb
Page 1 af 3
E3ond Na. 02351 13
1
2
3
4
5
5
7
8
9
I❑
11
5ECT3Q�1 DO 6Z 14
PAYMEN7 BQ1Vp
THE STATE OF T�XAS
C�UNTY OF TARRANT
�hat we,
§
§
§
KNOW RtL BY THESE PRESENTS:
Conatser CanstniCtion ]�X, L.P.
kn�wn as
"Principal" herein, and f3crkle� [nsuran�e Cam an a
�orporate surety {❑r sur�ties if more than onej, duly auth�rized to do business in the 5tate �f
Texas, knawn as "5urery" herein (whether ane or m�rej, are held and firmly hQund unto the
❑er►eloper, �Hillwoad Allianee Services, LLC}, authorized to do 6usiness in 7exas "{Deveiapsr"),
1� and the City of Fort Worth, a Texas municipai carporation ("City"j, in the penal sum
'I'hree �Viillion, l�our Hundred �ighty Six -l�housand,
13 of Tw F�undr�d -['wen Nin� anc� 25! IOD--------------------- D�Ilars ($ 3 48G,229.25 �,
Z4 iawful money of the United States, to be �aid in Fart Worth, Tarra�t County, Texas, for #he
1S payment of whsch sum well and trufy be made jointFy unto the Developer and the City as dual
16 o�liges, we bind ❑ursefves, our heirs, exe�utors, administrators, successors and assigns, jvintiy
17 and severally, firmiy by these presents:
F�:3
19
2U
WFlEREA5. Qe�elnper and City have entered inta an AgreemeRt for the construction of
community facilities in the City of F❑rt WQrth, by and through a Community Faeilities
Agreement, CFA Number C�A�.D-0108 and
2� WHER�AS, Princfpal has entered fnto a certain uvritten Contract with �eveloper,
�Z award�d the _�V "d�y of _l�r:�- , ZU ��-' , which Contract is hereby
23 re#erred to and made a part hereof far all purposes as if fully set for#h herein, ta furnish ai!
24
Z5
26
27
2$
29
materials, equipment, latror anc# vther atcessvries as defined 6y faw, in the prosecution af the
Work as provided #or in said Cantract and designated as 5torm �rain Pa�in & 5treet Li ht
Im rn�ements — Alaiance Center Nurth — North Beach 5treet
NOW, TMEREFORE, THE C�N011"IQN ❑� THIS ❑6LIGATInN is such that if Principa! shaif
pay all monies ❑wing to any {and all) payment bond be�eficiary (as defined in Chapter Z253 of
the 7exas Ga�ernment Code, as amendedj in the �rosecu#ion of the Work under the Contract,
[ITY pF FORT VNpR7H Storm Dfain, Pa�fng & Street light Improvements - ACIV N. eeach St.
STANQARO CITY CON��TIpNS - DEVELpPEFi AWARD�a PRQJECTS City P�vjert No. ]�2893
Rehsed lanuary 31, 2U17
q05214-2
PAYMENT BONi]
Page 2 of 3
1 then this ❑t�[igatian shall be and become null and void; otherwise t� remain in ful! force and
2 effect.
3 This bond is made and exe�uted in cpmp3iance with the provisions �f Chapter z�53 of
4 the Texas Go�ernmen# C�de, aS amended, and all liahilities r�r� this hond shali be de#ermined in
5 accordance wit� the pro�isions of said statute.
5 IN WITNESS WH�REOF, the Principal and 5urety have eacF� SIGNED and 5EALEi7 this
7 instrument 6y duly autharixed age�ts and afficers an this t�e �' day ot
$ �C��'�'• ^ z0 � y
PRfNCfPAL:
Conatser Cnnstruction '[�X, L.P,
Arrfsr: Br:
Sign atu re
�Prin�ipalJ 5eeretary
Witness as ta Principal
crrr oF FORr wo�Tr+
STAIWAARa CITY CQiVdITIQNS —�EVELflPER AWARpEQ PROJECTS
Revised lanuary 31, 2fl12
13ro�k Hu 7 ins, President
Name and Title
Address: 5327 V4'i�hita 5t.
Fort Worlh, TX T6l lg
S U RETY:
f3erkle ]nsuranse C�m any
Starm Orain, Paving & Street Light Improvements — AGV N. Bearh St.
City Projert No. 2Q1833
� 62 34 - 3
PAYMENTeQNb
Page 3 of 3
ATTEST:
6Y: � E�-�--• ` � .1 �
5ignatu re
� �f
�5uretyj Secretary
Witness as ta 5ure#y
1
Robhi ?V�orales, Attorney-in-fact
Name and Title
Address: 50Q5 LBJ E�reewa �, Suite i50�
❑allas, T}C 75244
Telephone Number: Z141989-a0�1U
2 Note: I# signed by an p#fi�er Qf the Surety, there must b� an file a certified extract fram the
3 bylaws showing that this person has authority to sign su�h abligatian. If 5urety's physicai
4 address is different fr�m its mailing a�#dress, hoth must be pra�ided.
5
6
7
8
ihe date af the bvnd shall nat be priar to the date the Cvntract is awarded.
END OF SECTI�N
CITY 17F F�RT WpRFFi Starm Orain, Paving & Street Light Improvements — RCN 7J, $earh St.
SiANDAR� CITY C�NDITFpNS — DEV£L4PER AWAR�EO PRpJECT5 City Prajert Na. 202893
Re�ised January 31, 2012
006Z i9-1
MAINTENANCE 60NQ
Page 1 of d
E3and No. Q235 ] 13
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6
7
8
9
10
11
SFCTI�N 0� 62 19
MAINTEi�ANCE 60Np
TH E STA7E � F TExRS
CC]LlNTY QF'fARRANT
That we
§
§
§
C'onatser Construction
KhiOW ALL 8Y THESE PRESfNTS:
ll�a
knQwn as
"Principal" herein and __ Berkiey I�surarece Lamnany .___ a cvrporate surety
(sureties, if more than Qney duly authvriied to do business in the State of Texas, knawn as
"5uret�' herein �whether one or mare], are Freld and firmly baund Gnto the De�elo�er, Hillwq�d
Aliiance 5ervices, LI.C, authorized to do business in Texas �"�e�elope�'j and the City of Fort
12 Warth, a Texas municipal car oration ("Citr�'j, in the sum
Three Million, Fot�r Hundred �ighty Six Tliousand,
13 of �'wo Hutidred '['wenty T��inc and ?SII {]0----------------- ppllars �$ 3,485,22�,25 y
- - ,
14 lawful rnQney of the United States, t� be paid in Fort Worth, Tarrant County, Texas, far payment
35 of which sum well and trufy #ae made jointly unto the ❑eveloper and the City as dual obliges and
16 their su�Gessars, we bind aursel�es, �ur heirs, executors, administratars, successors and assigns,
17
18
19
20
Z1
jaintly and se�eralfy� f�rmly hy these presents.
WHEREAS. pe�elaper ar�d City have entered into an Agreement for t#�e construction of
�ammunity facili#ies in the City af Fort Worth by and thraugh a CQmmunity Faciliti�s Agreement,
CFA Nurn6er CFA2fl-fl148 ;and
2z W1iEREAS, the Principal has enter�d ir�to a certain written contract with the De�eloper
�3 awarded the� day af C� �' . - Z� u, which Cot�trac# is
24 hereby referred to and a made part hereof fQr al! purpases as i# fully set forth herein, to furnish
25 ail materials, equi�ment labor and other a�cessories as defined by iaw, in the prosecution nf the
25 Wark, in�ludirsg any Waric �esufting frorn a duly authorized Cha�ge Qrder [collectively herein,
27 the "Wark"] as provided for in said Cantract and designated as Starm DraiR Pcrvin & SfrePt
Z8 Li ht Im ravements -Allrance Center 111orth - North 6eAch 5treet.
29
L1TY OF FdRT WQRTH Starm Urain, Pa�ing & Street Light Impro�ements - ACN N. Beach St
STANQAHO CiTY CONpITIQiVS- i]EVELQPER AWARpE� PROJECTS C1ty Projert Na. 1Q2893
Revised ianuary 31, 2612
vo bz z9 - a
MAINTENANCE $4lVf]
Page 2 of 4
1 WiiEliEAS, Principal binds �tself to use such materials and tn so eonstruct the Wark in
2 accordance with the plans, specifications and Cantract po�uments that the Work is and will
3 remain free fram defects in materiafs or workmanship for and durir�g the periad vf iwa (2j years
4 after the date of Final Ac�eptance of the Work hy the City �"Main#enance Period"J; and
5
� WHEREAS, Principal binds itsel# to repair or reconstruct the Work in whole ar in part upvn
7 recei�ing notice #r�m the De�eloper andJnr Cfty of the need thereof at any time within the
8 Maintenane� Periad.
�]
1D IVOW THER�F�RE, the condition of this obiigation is such that �f Principal shall remedy
11 any defeetive Work, far which timefy natice was pra�ided by beveloper ar City, to a campletion
12 satisfaCtary t� the City, then this ob�igation shall heCome null and vpid; otherwise ta remain in
13 full force and effect.
14
15 PRC?VI�E�, HOWEVER, if Principal shall faii sa to repair o� reconstruct any timely
16 noticed defective Work, it is agreed that the ❑evelaper ar City may cause any and all suGh
1.7 defecti�e Work to be repaired and�or rec�ns#rueted with al! associated costs thereQf being
18 k�Qrrse �y the Prir�Gipal and the 5urety under this MaiRtenance Bond; and
19
�� PROVI�E� FLlRTHER, that if any iegal attion be filed ❑n this Bond, �enue shall lie in
21 Tarrant CQunty, Texas or the llr�ited States District Court for the Northern District of Texas, Fart
22 Worth ❑ivisian; and
23
24 PRdV1DED FUR7HER, that this o6ligation shall be �ontinuous in nature and su��essive
�5 recnveries may be had hereon for suceessi�e breaches.
CI7Y pF FORT wORTH Storm Rrain, Paring & Street Light Improvements — ACN N. 8each St
STANDARd CfTY CONOIT1pN5 — DEVECpPER AWARDEp PHOJEL"f5 Ciry Project Na. 1a2893
Hevised January 31, 2012
DR6219-3
MAINTfNANCE B41V❑
Page 3 of 4
1
z
3
�
IN WlTN�55 WHEREOF, the Prin�ipal a�d the 5urety have each SiGAf�p and SEA�ED this
insirument by duly author�xed agents and officers on this the i� day of `��;��-
.20G'�'.
A1TE5T:
jPrincipalj Secreta
����
�r��
. �
ATT�57:
� -
-Z C.
{$uretyj Secretary
�
itness as ta 5urety
CiTY OF FORT WRRTH
STAN�AR{� CI71' C�NDITIaNS— QEVEi�PER AWARDEp PR0IECTS
Re�lsed January 3], 2012
PRINCIPAL:
Canatser Construc�ion TX. L.P.
BY:
5ignature
Brock Hu ins_ President
Name and iitle
Address: 5327 Wi�hita St.
Fnrt W'nrth, 'I'X 76 � I9
5U RETY:
Berkley fnsuran�e C'ompany
SYs____�. ` '7z�t ��.r
Signa#ure
Robbi Mnral�s. Attarne -in-fa�t
Name and Title
Address: SOUS I.F3J Freewa , 5uitc 15Ci{1
1as 75244
Telephane Number: 2141989-0�QO
5tarm praln, Pa�ing & Street �igh[ impro�ements— ACN N. 8each St
Ciry Praject No. 2p7893
006z19-4
MAINTENANCE BON❑
Page 4 of 4
� *Note: If signed hy an officer of the Surety Company, there must be on file a certified extra�t
� fram the by-laws shawing that this pers�n has authority #o sign such obligatian. !f
4 Suret}�s pt�ysical adcfress is different fram its mailing address, bath mus# be provided.
S
6 The date af the bo�d shaEi not be prior to the date the Contract is awarded.
7
CITY OF FORF WOHTF{ 5tarm prain, Pa�ing & 5treet Light Improvements -- ACN M. 9eaeh St
STANOARD CITY COH�lTIOHS - OEVELpPER AWARDE� PitOIEC'FS City Pro�ecr Na, 302833
Re�ised lanuary 31, 2012
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PD W�R �F ATTORN EY
BERKLEY INSURANCE C�MPANY
W ELMINGTpN, �ELA WAkZE
l�o. �I-728Uj
NOTICE; The waming fovnd elsewhere in this Pvwer of Attarney af�ects the �alidity theren€ Piease re�iew carefulfy,
KNOW ALi. MEN $I' i'I�SE PRESENTS, that BERKLEY I145URANCE C�MPA.NY (the "Company"}, a corporation duly
organized and existing ut3der the laws of the 5tafe vf Delaware, ha�ing its principxl affiae in Greenwich, CT, has made, cvnstiteifed
and appainted, and dQes by these presents make, cflnstitate and appaint: Rfcardo J. Rey��a; Don E. Cer►�ell; Saphiiiie Huirter;
Robb� Morales; Helly A. Westbrnok; Tir�rr McEwan; .7nslrua A. Srrulyders; or Ton�e Petrairek nf An►r R�sk Ser►�ires Saulllwesf,
I�rc. of I3a11�rs, TX its Erue and �awfu! Attomey-in-Fa�t, to sign its name as surety only as de{ineated belvw and co execute, seal,
acknvwledge and deli�er any and a!1 bvnc�s and undertakings, with the exceptian af Financia� Guaranty Ins�srance, prn�iding that no
single obiigation shall exceed Fiffy Million and 0411UD U.S. Elnllars (U,S.$50,UUD,OUD.OU}, to tha same extent as if such bonds
had been duly executed and acicnowladged by ihe regularly ele�ted officers af the �ompany at its prineipal affi�e in their own
prnper persons.
This Power af Attorney sha11 be cnnstrued and enfvreed ir� accordance with, and govemeri by, the laws uf the State nf Delaware,
withvvt gi�i�g effect to the principles ❑f canflicts af laws thereof. This Power af Attomey is granted pursuant to the fallowing
resalutior�s which were duly and �alidly adopfed at a meeting vf'the Baard of �irectors af the Company He2d nn ]anuary 25, �fl i0:
RE50LYED, that, with respect to the Surety business written hy Berkley Surety, the �hairman of the Board, Chief Executi�e
Offi�er, President or any Vice President of the Company, in canjunctinn witti the 5ecretary or any Assistant 5e�retary axe
herehy authnriaed to execute gowers af attomey authariLing and qualifying the attamey-in-fact named therein to execvte
honds, undertakings, recognixances, or other suretyship obligafions on behalf vf the Company, and ta affix the carporate sesl
of the Company tv pawers of attomey executed pr�rsuanT hereta; and said uffcers may remo�e any sueh attorney-in-fact and
re►+oke any power af attorney pre►+iausly granted; and 'Further
R�SOLVETI, that such power vf attorney limits the acts af those named therein ta the bunds, undertakings, recagnizances, or
❑t�ier suretyship ohligatians specifi�a]ly named tf�erein, and they ha�e na authority to bind the �ompany except in the manner
and to the extent therein stated; and further
itE50LVED, that such pawer af attniney re�akes all pre►+iqus powers issued on behalf vf the attvrney-in-fa�t named; and
further
RES�LVED, that the signature of any authorized ❑fficer aod the seal of the Campany may he aftixed hy facsimile to any
power af atmrney or certi�cation thereaf authoriaing the execution a►�d deii�eiy af any band, underiaking, recvgnizanee, or
other suretyship obiigation of the Company; and su�h sigrsature and sea] when sa used shall ha�e the same farce and effect as
though rnanually affixed. The Company may continue ta use for lhe purposes herein stated tf�e facsimile signsttQe af any
person or persvns who shal] have been such n£fi�er or officers of the Company, notwirhstanding the fact that they may ha�e
ceased to he sueh at fhe time when such instr-umenis shalf be issued.
[N WI7`fVESS WHERE�F, lhe Cvi ny 13as c�used tliese presenls ta bc sig�ica and �ttcstcd 6y i�s sppropri�te afiiaers and its
corparal� s�Kl hercuntr� dff'u�ed this�day af 1�'� p I q ,
�.���
Attest: � Berkfe �nsurance Co�npars
(5eal} ]3y � r �Y
fra . Lede ar� Ief e fter �—
Excruti�e Vi�e Presicient & Secreta�y en o i •esident
WARNf�VC: TH1S PDWER IHVALID IF NDT PRINTEa ON HLUE "SERICLEY" SECURiTY PAPFR.
STATE aS CDiVA}EC'I'ICI]T )
} SS:
ct�Urr�� or• rnr��r�r.n �
r�
5�vnrn la befure me, a N�tary Public in �he 5inte aFCnnnecticxit, this�7 day nF [Q , 6y �ra 5. I.eder�nmz
and l�ffiry M. [iafter �vlia �re s4vflin tn mc to L�e !he Exccutivc Vicc F're 'dc snd Scrs-claEy, the Senior Vi�e Pi�:si[l�Rt,
respecEively, vf Berk}ey Insurance Compar�ARIR C. RUNDBAK�N � /� I'
NOTARY PE98LIC , �(. � C - �'����-ALfp
MY C�MMtSSIDN Ei(PrR�S otary Yu�lic, $�ate of Connecticut
APRIL 3a, �pie
CCliTCi�1 CA'!'Cs
1, the undeusigned, Assistant 5ecretary af HEI2ICi.EY [t+ISURpNCE C�i�CPAhiY, DD HEREI3Y CEkT]PY that the foregoing is a true, correct
and complete eopy nf the origi�at Powar of A�tvrrtey; that said �ower of Attomey has not been re�okcd or rescinded and thai the authvrity of ihe
Attorney-in-Fa�t set fvRh therein, who executed the 6ond or undertalcia� to which this Pnwer vf Attorney is attached, is in fuf] For�e and efFect as
of this date.
Gi�en under my hand and seal of the Campeny, this day of
(5ea1]
in ent . Forte
fMPaRTANT N�TiCE
To ❑btain i�formation �r make a compEaint:
You may cal� Ber�Cley 5urety Grau�, LLG and its affiliates by
te�eph�one for information �r �o make a campiaint:
BEF�KLEY SURETY GRDUP, LLC
P{ease send ai[ r�o�ices af claim on this bond to:
Be�-k�ey SUrety Group, LLC
�856} 768-3534
4'l2 Mount Kemble A�enue, Suite 3'1 �N
Morristown, NJ D7960
Attn: Sure�y Clarms Department
Vou may contac� the Texas ❑epartm�nf of Insurance to abta�n
Enfarmafion on Gampanies, co�erages, righ�s ❑r comp[aints a�:
�l -8a0-Z52-3439
Yo� may write the Texas Depa�-tmen� o� Insuran�e:
P. Q. Box 'i 49104
Ausfi n, TX 78�'14-9104
Fax: �5'� 2} 475-'177"1
Web: hft :1lwww.tdi.�tate.tx.us
E-mail: ConsumerProtecfion tdi.siafie.tx.us
PREMfUM DR CLAIM DlSPUTES:
Shou[d yau ha�e a dispu�e conGerning your premium or abou� a claim
yau should contact your agent or Berkley 5urefy Group, LLC firs�. �f
the dispute is r�ai resalved, you may confact �he Texas Depar-�ment of
Insura�ce.
ATTACH TH�S NaT�CE TD YC7UR BONa:
This notice is for �nformation on�y and daes naf became a part or
condition of '�h� atta�hed da��ament and is gi�en ta comply with Texas
lega� and regulatory requirements. �
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.
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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;
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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.
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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
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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
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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.
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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-
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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
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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.
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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
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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
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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:
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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
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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
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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
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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
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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.
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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.
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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
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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.
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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.
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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.
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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.
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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.
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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.
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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
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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
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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:
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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.
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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.
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DAP SUMMARY OF WORK
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CITY OF FORT WORTH Storm Drain, Paving & Street Light Improvements – ACN N. Beach St.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project No. 102893
Revised December 20, 2012
SECTION 01 11 00
SUMMARY OF WORK
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Summary of Work to be performed in accordance with the Contract Documents
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract
2. Division 1 - General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Work Covered by Contract Documents
1. Work is to include furnishing all labor, materials, and equipment, and performing
all Work necessary for this construction project as detailed in the Drawings and
Specifications.
B. Subsidiary Work
1. Any and all Work specifically governed by documentary requirements for the
project, such as conditions imposed by the Drawings or Contract Documents in
which no specific item for bid has been provided for in the Proposal and the item is
not a typical unit bid item included on the standard bid item list, then the item shall
be considered as a subsidiary item of Work, the cost of which shall be included in
the price bid in the Proposal for various bid items.
C. Use of Premises
1. Coordinate uses of premises under direction of the City.
2. Assume full responsibility for protection and safekeeping of materials and
equipment stored on the Site.
3. Use and occupy only portions of the public streets and alleys, or other public places
or other rights-of-way as provided for in the ordinances of the City, as shown in the
Contract Documents, or as may be specifically authorized in writing by the City.
a. A reasonable amount of tools, materials, and equipment for construction
purposes may be stored in such space, but no more than is necessary to avoid
delay in the construction operations.
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DAP SUMMARY OF WORK
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CITY OF FORT WORTH Storm Drain, Paving & Street Light Improvements – ACN N. Beach St.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project No. 102893
Revised December 20, 2012
b. Excavated and waste materials shall be stored in such a way as not to interfere
with the use of spaces that may be designated to be left free and unobstructed
and so as not to inconvenience occupants of adjacent property.
c. If the street is occupied by railroad tracks, the Work shall be carried on in such
manner as not to interfere with the operation of the railroad.
1) All Work shall be in accordance with railroad requirements set forth in
Division 0 as well as the railroad permit.
D. Work within Easements
1. Do not enter upon private property for any purpose without having previously
obtained permission from the owner of such property.
2. Do not store equipment or material on private property unless and until the
specified approval of the property owner has been secured in writing by the
Contractor and a copy furnished to the City.
3. Unless specifically provided otherwise, clear all rights-of-way or easements of
obstructions which must be removed to make possible proper prosecution of the
Work as a part of the project construction operations.
4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants,
lawns, fences, culverts, curbing, and all other types of structures or improvements,
to all water, sewer, and gas lines, to all conduits, overhead pole lines, or
appurtenances thereof, including the construction of temporary fences and to all
other public or private property adjacent to the Work.
5. Notify the proper representatives of the owners or occupants of the public or private
lands of interest in lands which might be affected by the Work.
a. Such notice shall be made at least 48 hours in advance of the beginning of the
Work.
b. Notices shall be applicable to both public and private utility companies and any
corporation, company, individual, or other, either as owners or occupants,
whose land or interest in land might be affected by the Work.
c. Be responsible for all damage or injury to property of any character resulting
from any act, omission, neglect, or misconduct in the manner or method or
execution of the Work, or at any time due to defective work, material, or
equipment.
6. Fence
a. Restore all fences encountered and removed during construction of the Project
to the original or a better than original condition.
b. Erect temporary fencing in place of the fencing removed whenever the Work is
not in progress and when the site is vacated overnight, and/or at all times to
provide site security.
c. The cost for all fence work within easements, including removal, temporary
closures and replacement, shall be subsidiary to the various items bid in the
project proposal, unless a bid item is specifically provided in the proposal.
01 11 00 - 3
DAP SUMMARY OF WORK
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CITY OF FORT WORTH Storm Drain, Paving & Street Light Improvements – ACN N. Beach St.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project No. 102893
Revised December 20, 2012
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
01 25 00 - 1
DAP SUBSTITUTION PROCEDURES
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CITY OF FORT WORTH Storm Drain, Paving & Street Light Improvements – ACN N. Beach St.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102893
Revised August 30, 2013
SECTION 01 25 00 1
SUBSTITUTION PROCEDURES 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. The procedure for requesting the approval of substitution of a product that is not 6
equivalent to a product which is specified by descriptive or performance criteria or 7
defined by reference to 1 or more of the following: 8
a. Name of manufacturer 9
b. Name of vendor 10
c. Trade name 11
d. Catalog number 12
2. Substitutions are not "or-equals". 13
B. Deviations from this City of Fort Worth Standard Specification 14
1. None. 15
C. Related Specification Sections include, but are not necessarily limited to: 16
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 17
2. Division 1 – General Requirements 18
1.2 PRICE AND PAYMENT PROCEDURES 19
A. Measurement and Payment 20
1. Work associated with this Item is considered subsidiary to the various items bid. No 21
separate payment will be allowed for this Item. 22
1.3 REFERENCES [NOT USED] 23
1.4 ADMINISTRATIVE REQUIREMENTS 24
A. Request for Substitution - General 25
1. Within 30 days after award of Contract (unless noted otherwise), the City will 26
consider formal requests from Contractor for substitution of products in place of 27
those specified. 28
2. Certain types of equipment and kinds of material are described in Specifications by 29
means of references to names of manufacturers and vendors, trade names, or catalog 30
numbers. 31
a. When this method of specifying is used, it is not intended to exclude from 32
consideration other products bearing other manufacturer's or vendor's names, 33
trade names, or catalog numbers, provided said products are "or-equals," as 34
determined by City. 35
3. Other types of equipment and kinds of material may be acceptable substitutions 36
under the following conditions: 37
a. Or-equals are unavailable due to strike, discontinued production of products 38
meeting specified requirements, or other factors beyond control of Contractor; 39
or, 40
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DAP SUBSTITUTION PROCEDURES
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CITY OF FORT WORTH Storm Drain, Paving & Street Light Improvements – ACN N. Beach St.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102893
Revised August 30, 2013
b. Contractor proposes a cost and/or time reduction incentive to the City. 1
1.5 SUBMITTALS 2
A. See Request for Substitution Form (attached) 3
B. Procedure for Requesting Substitution 4
1. Substitution shall be considered only: 5
a. After award of Contract 6
b. Under the conditions stated herein 7
2. Submit 3 copies of each written request for substitution, including: 8
a. Documentation 9
1) Complete data substantiating compliance of proposed substitution with 10
Contract Documents 11
2) Data relating to changes in construction schedule, when a reduction is 12
proposed 13
3) Data relating to changes in cost 14
b. For products 15
1) Product identification 16
a) Manufacturer's name 17
b) Telephone number and representative contact name 18
c) Specification Section or Drawing reference of originally specified 19
product, including discrete name or tag number assigned to original 20
product in the Contract Documents 21
2) Manufacturer's literature clearly marked to show compliance of proposed 22
product with Contract Documents 23
3) Itemized comparison of original and proposed product addressing product 24
characteristics including, but not necessarily limited to: 25
a) Size 26
b) Composition or materials of construction 27
c) Weight 28
d) Electrical or mechanical requirements 29
4) Product experience 30
a) Location of past projects utilizing product 31
b) Name and telephone number of persons associated with referenced 32
projects knowledgeable concerning proposed product 33
c) Available field data and reports associated with proposed product 34
5) Samples 35
a) Provide at request of City. 36
b) Samples become the property of the City. 37
c. For construction methods: 38
1) Detailed description of proposed method 39
2) Illustration drawings 40
C. Approval or Rejection 41
1. Written approval or rejection of substitution given by the City 42
2. City reserves the right to require proposed product to comply with color and pattern 43
of specified product if necessary to secure design intent. 44
3. In the event the substitution is approved, if a reduction in cost or time results, it will 45
be documented by Change Order. 46
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DAP SUBSTITUTION PROCEDURES
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CITY OF FORT WORTH Storm Drain, Paving & Street Light Improvements – ACN N. Beach St.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102893
Revised August 30, 2013
4. Substitution will be rejected if: 1
a. Submittal is not through the Contractor with his stamp of approval 2
b. Request is not made in accordance with this Specification Section 3
c. In the Developer’s opinion, acceptance will require substantial revision of the 4
original design 5
d. In the City’s or Developer’s opinion, substitution will not perform adequately 6
the function consistent with the design intent 7
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 8
1.7 CLOSEOUT SUBMITTALS [NOT USED] 9
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 10
1.9 QUALITY ASSURANCE 11
A. In making request for substitution or in using an approved product, the Contractor 12
represents that the Contractor: 13
1. Has investigated proposed product, and has determined that it is adequate or 14
superior in all respects to that specified, and that it will perform function for which it 15
is intended 16
2. Will provide same guarantee for substitute item as for product specified 17
3. Will coordinate installation of accepted substitution into Work, to include building 18
modifications if necessary, making such changes as may be required for Work to be 19
complete in all respects 20
4. Waives all claims for additional costs related to substitution which subsequently 21
arise 22
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 23
1.11 FIELD [SITE] CONDITIONS [NOT USED] 24
1.12 WARRANTY [NOT USED] 25
PART 2 - PRODUCTS [NOT USED] 26
PART 3 - EXECUTION [NOT USED] 27
END OF SECTION 28
29
Revision Log
DATE NAME SUMMARY OF CHANGE
30
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DAP SUBSTITUTION PROCEDURES
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CITY OF FORT WORTH Storm Drain, Paving & Street Light Improvements – ACN N. Beach St.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102893
Revised August 30, 2013
EXHIBIT A 1
REQUEST FOR SUBSTITUTION FORM: 2
3
TO: 4
PROJECT: DATE: 5
We hereby submit for your consideration the following product instead of the specified item for 6
the above project: 7
SECTION PARAGRAPH SPECIFIED ITEM 8
9
10
Proposed Substitution: 11
Reason for Substitution: 12
Include complete information on changes to Drawings and/or Specifications which proposed 13
substitution will require for its proper installation. 14
15
Fill in Blanks Below: 16
A. Will the undersigned contractor pay for changes to the building design, including engineering 17
and detailing costs caused by the requested substitution? 18
19
20
B. What effect does substitution have on other trades? 21
22
23
C. Differences between proposed substitution and specified item? 24
25
26
D. Differences in product cost or product delivery time? 27
28
29
E. Manufacturer's guarantees of the proposed and specified items are: 30
31
Equal Better (explain on attachment) 32
The undersigned states that the function, appearance, and quality are equivalent or superior to the 33
specified item. 34
Submitted By: For Use by City 35
36
Signature Recommended Recommended 37
as noted 38
39
Firm Not recommended Received late 40
Address By 41
Date 42
Date Remarks 43
Telephone 44
45
For Use by City: 46
47
Approved Rejected 48
City Date 49
01 31 19 - 1
DAP PRECONSTRUCTION MEETING
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CITY OF FORT WORTH Storm Drain, Paving & Street Light Improvements – ACN N. Beach St.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102893
Revised August 30, 2013
SECTION 01 31 19
PRECONSTRUCTION MEETING
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Provisions for the preconstruction meeting to be held prior to the start of Work to
clarify construction contract administration procedures
B. Deviations from this City of Fort Worth Standard Specification
1. No construction schedule required unless requested by the City.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Coordination
1. Attend preconstruction meeting.
2. Representatives of Contractor, subcontractors and suppliers attending meetings
shall be qualified and authorized to act on behalf of the entity each represents.
3. Meeting administered by City may be tape recorded.
a. If recorded, tapes will be used to prepare minutes and retained by City for
future reference.
B. Preconstruction Meeting
1. A preconstruction meeting will be held within 14 days after the delivery of the
distribution package to the City.
a. The meeting will be scheduled and administered by the City.
2. The Project Representative will preside at the meeting, prepare the notes of the
meeting and distribute copies of same to all participants who so request by fully
completing the attendance form to be circulated at the beginning of the meeting.
3. Attendance shall include:
a. Developer and Consultant
b. Contractor's project manager
c. Contractor's superintendent
d. Any subcontractor or supplier representatives whom the Contractor may desire
to invite or the City may request
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CITY OF FORT WORTH Storm Drain, Paving & Street Light Improvements – ACN N. Beach St.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102893
Revised August 30, 2013
e. Other City representatives
f. Others as appropriate
4. Preliminary Agenda may include:
a. Introduction of Project Personnel
b. General Description of Project
c. Status of right-of-way, utility clearances, easements or other pertinent permits
d. Contractor’s work plan and schedule
e. Contract Time
f. Notice to Proceed
g. Construction Staking
h. Progress Payments
i. Extra Work and Change Order Procedures
j. Field Orders
k. Disposal Site Letter for Waste Material
l. Insurance Renewals
m. Payroll Certification
n. Material Certifications and Quality Control Testing
o. Public Safety and Convenience
p. Documentation of Pre-Construction Conditions
q. Weekend Work Notification
r. Legal Holidays
s. Trench Safety Plans
t. Confined Space Entry Standards
u. Coordination with the City’s representative for operations of existing water
systems
v. Storm Water Pollution Prevention Plan
w. Coordination with other Contractors
x. Early Warning System
y. Contractor Evaluation
z. Special Conditions applicable to the project
aa. Damages Claims
bb. Submittal Procedures
cc. Substitution Procedures
dd. Correspondence Routing
ee. Record Drawings
ff. Temporary construction facilities
gg. MBE/SBE procedures
hh. Final Acceptance
ii. Final Payment
jj. Questions or Comments
01 31 19 - 3
DAP PRECONSTRUCTION MEETING
Page 3 of 3
CITY OF FORT WORTH Storm Drain, Paving & Street Light Improvements – ACN N. Beach St.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102893
Revised August 30, 2013
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
01 32 33 - 1
DAP PRECONSTRUCTION VIDEO
Page 1 of 2
CITY OF FORT WORTH Storm Drain, Paving & Street Light Improvements – ACN N. Beach St.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102893
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]
01 32 33 - 2
DAP PRECONSTRUCTION VIDEO
Page 2 of 2
CITY OF FORT WORTH Storm Drain, Paving & Street Light Improvements – ACN N. Beach St.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102893
Revised August 30, 2013
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
01 33 00 - 1
DAP SUBMITTALS
Page 1 of 8
CITY OF FORT WORTH Storm Drain, Paving & Street Light Improvements – ACN N. Beach St.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102893
Revised August 30, 2013
SECTION 01 33 00
DAP SUBMITTALS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. General methods and requirements of submissions applicable to the following
Work-related submittals:
a. Shop Drawings
b. Product Data (including Standard Product List submittals)
c. Samples
d. Mock Ups
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Coordination
1. Notify the City in writing, at the time of submittal, of any deviations in the
submittals from the requirements of the Contract Documents.
2. Coordination of Submittal Times
a. Prepare, prioritize and transmit each submittal sufficiently in advance of
performing the related Work or other applicable activities, or within the time
specified in the individual Work Sections, of the Specifications.
b. Contractor is responsible such that the installation will not be delayed by
processing times including, but not limited to:
a) Disapproval and resubmittal (if required)
b) Coordination with other submittals
c) Testing
d) Purchasing
e) Fabrication
f) Delivery
g) Similar sequenced activities
c. No extension of time will be authorized because of the Contractor's failure to
transmit submittals sufficiently in advance of the Work.
01 33 00 - 2
DAP SUBMITTALS
Page 2 of 8
CITY OF FORT WORTH Storm Drain, Paving & Street Light Improvements – ACN N. Beach St.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102893
Revised August 30, 2013
d. Make submittals promptly in accordance with approved schedule, and in such
sequence as to cause no delay in the Work or in the work of any other
contractor.
B. Submittal Numbering
1. When submitting shop drawings or samples, utilize a 9-character submittal cross-
reference identification numbering system in the following manner:
a. Use the first 6 digits of the applicable Specification Section Number.
b. For the next 2 digits number use numbers 01-99 to sequentially number each
initial separate item or drawing submitted under each specific Section number.
c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e.
A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical
submittal number would be as follows:
03 30 00-08-B
1) 03 30 00 is the Specification Section for Concrete
2) 08 is the eighth initial submittal under this Specification Section
3) B is the third submission (second resubmission) of that particular shop
drawing
C. Contractor Certification
1. Review shop drawings, product data and samples, including those by
subcontractors, prior to submission to determine and verify the following:
a. Field measurements
b. Field construction criteria
c. Catalog numbers and similar data
d. Conformance with the Contract Documents
2. Provide each shop drawing, sample and product data submitted by the Contractor
with a Certification Statement affixed including:
a. The Contractor's Company name
b. Signature of submittal reviewer
c. Certification Statement
1) “By this submittal, I hereby represent that I have determined and verified
field measurements, field construction criteria, materials, dimensions,
catalog numbers and similar data and I have checked and coordinated each
item with other applicable approved shop drawings."
D. Submittal Format
1. Fold shop drawings larger than 8 ½ inches x 11 inches to 8 ½ inches x 11inches.
2. Bind shop drawings and product data sheets together.
3. Order
a. Cover Sheet
1) Description of Packet
2) Contractor Certification
b. List of items / Table of Contents
c. Product Data /Shop Drawings/Samples /Calculations
E. Submittal Content
1. The date of submission and the dates of any previous submissions
01 33 00 - 3
DAP SUBMITTALS
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CITY OF FORT WORTH Storm Drain, Paving & Street Light Improvements – ACN N. Beach St.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102893
Revised August 30, 2013
2. The Project title and number
3. Contractor identification
4. The names of:
a. Contractor
b. Supplier
c. Manufacturer
5. Identification of the product, with the Specification Section number, page and
paragraph(s)
6. Field dimensions, clearly identified as such
7. Relation to adjacent or critical features of the Work or materials
8. Applicable standards, such as ASTM or Federal Specification numbers
9. Identification by highlighting of deviations from Contract Documents
10. Identification by highlighting of revisions on resubmittals
11. An 8-inch x 3-inch blank space for Contractor and City stamps
F. Shop Drawings
1. As specified in individual Work Sections includes, but is not necessarily limited to:
a. Custom-prepared data such as fabrication and erection/installation (working)
drawings
b. Scheduled information
c. Setting diagrams
d. Actual shopwork manufacturing instructions
e. Custom templates
f. Special wiring diagrams
g. Coordination drawings
h. Individual system or equipment inspection and test reports including:
1) Performance curves and certifications
i. As applicable to the Work
2. Details
a. Relation of the various parts to the main members and lines of the structure
b. Where correct fabrication of the Work depends upon field measurements
1) Provide such measurements and note on the drawings prior to submitting
for approval.
G. Product Data
1. For submittals of product data for products included on the City’s Standard Product
List, clearly identify each item selected for use on the Project.
2. For submittals of product data for products not included on the City’s Standard
Product List, submittal data may include, but is not necessarily limited to:
a. Standard prepared data for manufactured products (sometimes referred to as
catalog data)
1) Such as the manufacturer's product specification and installation
instructions
2) Availability of colors and patterns
3) Manufacturer's printed statements of compliances and applicability
4) Roughing-in diagrams and templates
5) Catalog cuts
6) Product photographs
01 33 00 - 4
DAP SUBMITTALS
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CITY OF FORT WORTH Storm Drain, Paving & Street Light Improvements – ACN N. Beach St.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102893
Revised August 30, 2013
7) Standard wiring diagrams
8) Printed performance curves and operational-range diagrams
9) Production or quality control inspection and test reports and certifications
10) Mill reports
11) Product operating and maintenance instructions and recommended
spare-parts listing and printed product warranties
12) As applicable to the Work
H. Samples
1. As specified in individual Sections, include, but are not necessarily limited to:
a. Physical examples of the Work such as:
1) Sections of manufactured or fabricated Work
2) Small cuts or containers of materials
3) Complete units of repetitively used products color/texture/pattern swatches
and range sets
4) Specimens for coordination of visual effect
5) Graphic symbols and units of Work to be used by the City for independent
inspection and testing, as applicable to the Work
I. Do not start Work requiring a shop drawing, sample or product data nor any material to
be fabricated or installed prior to the approval or qualified approval of such item.
1. Fabrication performed, materials purchased or on-site construction accomplished
which does not conform to approved shop drawings and data is at the Contractor's
risk.
2. The City will not be liable for any expense or delay due to corrections or remedies
required to accomplish conformity.
3. Complete project Work, materials, fabrication, and installations in conformance
with approved shop drawings, applicable samples, and product data.
J. Submittal Distribution
1. Electronic Distribution
a. Confirm development of Project directory for electronic submittals to be
uploaded to City’s Buzzsaw site, or another external FTP site approved by the
City.
b. Shop Drawings
1) Upload submittal to designated project directory and notify appropriate
City representatives via email of submittal posting.
2) Hard Copies
a) 3 copies for all submittals
b) If Contractor requires more than 1 hard copy of Shop Drawings
returned, Contractor shall submit more than the number of copies listed
above.
c. Product Data
1) Upload submittal to designated project directory and notify appropriate
City representatives via email of submittal posting.
2) Hard Copies
a) 3 copies for all submittals
d. Samples
1) Distributed to the Project Representative
2. Hard Copy Distribution (if required in lieu of electronic distribution)
01 33 00 - 5
DAP SUBMITTALS
Page 5 of 8
CITY OF FORT WORTH Storm Drain, Paving & Street Light Improvements – ACN N. Beach St.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102893
Revised August 30, 2013
a. Shop Drawings
1) Distributed to the City
2) Copies
a) 8 copies for mechanical submittals
b) 7 copies for all other submittals
c) If Contractor requires more than 3 copies of Shop Drawings returned,
Contractor shall submit more than the number of copies listed above.
b. Product Data
1) Distributed to the City
2) Copies
a) 4 copies
c. Samples
1) Distributed to the Project Representative
2) Copies
a) Submit the number stated in the respective Specification Sections.
3. Distribute reproductions of approved shop drawings and copies of approved
product data and samples, where required, to the job site file and elsewhere as
directed by the City.
a. Provide number of copies as directed by the City but not exceeding the number
previously specified.
K. Submittal Review
1. The review of shop drawings, data and samples will be for general conformance
with the design concept and Contract Documents. This is not to be construed as:
a. Permitting any departure from the Contract requirements
b. Relieving the Contractor of responsibility for any errors, including details,
dimensions, and materials
c. Approving departures from details furnished by the City, except as otherwise
provided herein
2. The review and approval of shop drawings, samples or product data by the City
does not relieve the Contractor from his/her responsibility with regard to the
fulfillment of the terms of the Contract.
a. All risks of error and omission are assumed by the Contractor, and the City will
have no responsibility therefore.
3. The Contractor remains responsible for details and accuracy, for coordinating the
Work with all other associated work and trades, for selecting fabrication processes,
for techniques of assembly and for performing Work in a safe manner.
4. If the shop drawings, data or samples as submitted describe variations and show a
departure from the Contract requirements which City finds to be in the interest of
the City and to be so minor as not to involve a change in Contract Price or time for
performance, the City may return the reviewed drawings without noting an
exception.
5. Submittals will be returned to the Contractor under 1 of the following codes:
a. Code 1
1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or
comments on the submittal.
a) When returned under this code the Contractor may release the
equipment and/or material for manufacture.
b. Code 2
01 33 00 - 6
DAP SUBMITTALS
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CITY OF FORT WORTH Storm Drain, Paving & Street Light Improvements – ACN N. Beach St.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102893
Revised August 30, 2013
1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of
the notations and comments IS NOT required by the Contractor.
a) The Contractor may release the equipment or material for manufacture;
however, all notations and comments must be incorporated into the
final product.
c. Code 3
1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is
assigned when notations and comments are extensive enough to require a
resubmittal of the package.
a) The Contractor may release the equipment or material for manufacture;
however, all notations and comments must be incorporated into the
final product.
b) This resubmittal is to address all comments, omissions and
non-conforming items that were noted.
c) Resubmittal is to be received by the City within 15 Calendar Days of
the date of the City's transmittal requiring the resubmittal.
d. Code 4
1) "NOT APPROVED" is assigned when the submittal does not meet the
intent of the Contract Documents.
a) The Contractor must resubmit the entire package revised to bring the
submittal into conformance.
b) It may be necessary to resubmit using a different manufacturer/vendor
to meet the Contract Documents.
6. Resubmittals
a. Handled in the same manner as first submittals
1) Corrections other than requested by the City
2) Marked with revision triangle or other similar method
a) At Contractor’s risk if not marked
b. Submittals for each item will be reviewed no more than twice at the City’s
expense.
1) All subsequent reviews will be performed at times convenient to the City
and at the Contractor's expense, based on the City's or City
Representative’s then prevailing rates.
2) Provide Contractor reimbursement to the City within 30 Calendar Days for
all such fees invoiced by the City.
c. The need for more than 1 resubmission or any other delay in obtaining City's
review of submittals, will not entitle the Contractor to an extension of Contract
Time.
7. Partial Submittals
a. City reserves the right to not review submittals deemed partial, at the City’s
discretion.
b. Submittals deemed by the City to be not complete will be returned to the
Contractor, and will be considered "Not Approved" until resubmitted.
c. The City may at its option provide a list or mark the submittal directing the
Contractor to the areas that are incomplete.
8. If the Contractor considers any correction indicated on the shop drawings to
constitute a change to the Contract Documents, then written notice must be
provided thereof to the Developer at least 7 Calendar Days prior to release for
manufacture.
01 33 00 - 7
DAP SUBMITTALS
Page 7 of 8
CITY OF FORT WORTH Storm Drain, Paving & Street Light Improvements – ACN N. Beach St.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102893
Revised August 30, 2013
9. When the shop drawings have been completed to the satisfaction of the City, the
Contractor may carry out the construction in accordance therewith and no further
changes therein except upon written instructions from the City.
10. Each submittal, appropriately coded, will be returned within 30 Calendar Days
following receipt of submittal by the City.
L. Mock ups
1. Mock Up units as specified in individual Sections, include, but are not necessarily
limited to, complete units of the standard of acceptance for that type of Work to be
used on the Project. Remove at the completion of the Work or when directed.
M. Qualifications
1. If specifically required in other Sections of these Specifications, submit a P.E.
Certification for each item required.
N. Request for Information (RFI)
1. Contractor Request for additional information
a. Clarification or interpretation of the contract documents
b. When the Contractor believes there is a conflict between Contract Documents
c. When the Contractor believes there is a conflict between the Drawings and
Specifications
1) Identify the conflict and request clarification
2. Sufficient information shall be attached to permit a written response without further
information.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION 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]
01 33 00 - 8
DAP SUBMITTALS
Page 8 of 8
CITY OF FORT WORTH Storm Drain, Paving & Street Light Improvements – ACN N. Beach St.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102893
Revised August 30, 2013
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days
01 35 13 - 1
DAP SPECIAL PROJECT PROCEDURES
Page 1 of 7
CITY OF FORT WORTH Storm Drain, Paving & Street Light Improvements – ACN N. Beach St.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102893
Revised August, 30, 2013
SECTION 01 35 13 1
SPECIAL PROJECT PROCEDURES 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. The procedures for special project circumstances that includes, but is not limited to: 6
a. Coordination with the Texas Department of Transportation 7
b. Work near High Voltage Lines 8
c. Confined Space Entry Program 9
d. Air Pollution Watch Days 10
e. Use of Explosives, Drop Weight, Etc. 11
f. Water Department Notification 12
g. Public Notification Prior to Beginning Construction 13
h. Coordination with United States Army Corps of Engineers 14
i. Coordination within Railroad permits areas 15
j. Dust Control 16
k. Employee Parking 17
B. Deviations from this City of Fort Worth Standard Specification 18
1. None. 19
C. Related Specification Sections include, but are not necessarily limited to: 20
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 21
2. Division 1 – General Requirements 22
3. Section 33 12 25 – Connection to Existing Water Mains 23
24
1.2 REFERENCES 25
A. Reference Standards 26
1. Reference standards cited in this Specification refer to the current reference 27
standard published at the time of the latest revision date logged at the end of this 28
Specification, unless a date is specifically cited. 29
2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 30
High Voltage Overhead Lines. 31
3. North Central Texas Council of Governments (NCTCOG) – Clean Construction 32
Specification 33
1.3 ADMINISTRATIVE REQUIREMENTS 34
A. Coordination with the Texas Department of Transportation 35
1. When work in the right-of-way which is under the jurisdiction of the Texas 36
Department of Transportation (TxDOT): 37
a. Notify the Texas Department of Transportation prior to commencing any work 38
therein in accordance with the provisions of the permit 39
01 35 13 - 2
DAP SPECIAL PROJECT PROCEDURES
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CITY OF FORT WORTH Storm Drain, Paving & Street Light Improvements – ACN N. Beach St.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102893
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 Texas 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 the 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 20
record 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
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CITY OF FORT WORTH Storm Drain, Paving & Street Light Improvements – ACN N. Beach St.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102893
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 construction 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
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CITY OF FORT WORTH Storm Drain, Paving & Street Light Improvements – ACN N. Beach St.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102893
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 Army Corps of Engineers (USACE) 13
1. At locations in the Project 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
01 35 13 - 5
DAP SPECIAL PROJECT PROCEDURES
Page 5 of 7
CITY OF FORT WORTH Storm Drain, Paving & Street Light Improvements – ACN N. Beach St.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102893
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 Storm Drain, Paving & Street Light Improvements – ACN N. Beach St.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102893
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 Storm Drain, Paving & Street Light Improvements – ACN N. Beach St.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102893
Revised August, 30, 2013
EXHIBIT B 1
2
3
4
01 45 23
TESTING AND INSPECTION SERVICES
Page 1 of 2
CITY OF FORT WORTH Storm Drain, Paving & Street Light Improvements – ACN N. Beach St.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102893
Revised March 9, 2020
SECTION 01 45 23
TESTING AND INSPECTION SERVICES
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Testing and inspection services procedures and coordination
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
a. Contractor is responsible for performing, coordinating, and payment of all
Quality Control testing.
b. City is responsible for performing and payment for first set of Quality
Assurance testing.
1) If the first Quality Assurance test performed by the City fails, the
Contractor is responsible for payment of subsequent Quality Assurance
testing until a passing test occurs.
a) Final acceptance will not be issued by City until all required payments
for testing by Contractor have been paid in full.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Testing
1. Complete testing in accordance with the Contract Documents.
2. Coordination
a. When testing is required to be performed by the City, notify City, sufficiently
in advance, when testing is needed.
b. When testing is required to be completed by the Contractor, notify City,
sufficiently in advance, that testing will be performed.
3. Distribution of Testing Reports
a. Electronic Distribution
1) Confirm development of Project directory for electronic submittals to be
uploaded to the City’s document management system, or another external
FTP site approved by the City.
01 45 23
TESTING AND INSPECTION SERVICES
Page 2 of 2
CITY OF FORT WORTH Storm Drain, Paving & Street Light Improvements – ACN N. Beach St.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102893
Revised March 9, 2020
2) Upload test reports to designated project directory and notify appropriate
City representatives via email of submittal posting.
3) Hard Copies
a) 1 copy for all submittals submitted to the Project Representative
b. Hard Copy Distribution (if required in lieu of electronic distribution)
1) Tests performed by City
a) Distribute 1 hard copy to the Contractor
2) Tests performed by the Contractor
a) Distribute 3 hard copies to City’s Project Representative
4. Provide City’s Project Representative with trip tickets for each delivered load of
Concrete or Lime material including the following information:
a. Name of pit
b. Date of delivery
c. Material delivered
B. Inspection
1. Inspection or lack of inspection does not relieve the Contractor from obligation to
perform work in accordance with the Contract Documents.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION 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
3/9/2020 D.V. Magaña Removed reference to Buzzsaw and noted that electronic submittals be uploaded
through the City’s document management system.
01 50 00 - 1
DAP TEMPORARY FACILITIES AND CONTROLS
Page 1 of 4
CITY OF FORT WORTH Storm Drain, Paving & Street Light Improvements – ACN N. Beach St.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECT City Project No. 102893
Revised JULY 1, 2011
SECTION 01 50 00
TEMPORARY FACILITIES AND CONTROLS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Provide temporary facilities and controls needed for the Work including, but not
necessarily limited to:
a. Temporary utilities
b. Sanitary facilities
c. Storage Sheds and Buildings
d. Dust control
e. Temporary fencing of the construction site
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Temporary Utilities
1. Obtaining Temporary Service
a. Make arrangements with utility service companies for temporary services.
b. Abide by rules and regulations of utility service companies or authorities
having jurisdiction.
c. Be responsible for utility service costs until Work is approved for Final
Acceptance.
1) Included are fuel, power, light, heat and other utility services necessary for
execution, completion, testing and initial operation of Work.
2. Water
a. Contractor to provide water required for and in connection with Work to be
performed and for specified tests of piping, equipment, devices or other use as
required for the completion of the Work.
b. Provide and maintain adequate supply of potable water for domestic
consumption by Contractor personnel and City’s Project Representatives.
c. Coordination
1) Contact City 1 week before water for construction is desired
01 50 00 - 2
DAP TEMPORARY FACILITIES AND CONTROLS
Page 2 of 4
CITY OF FORT WORTH Storm Drain, Paving & Street Light Improvements – ACN N. Beach St.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102893
Revised JULY 1, 2011
d. Contractor Payment for Construction Water
1) Obtain construction water meter from City for payment as billed by City’s
established rates.
3. Electricity and Lighting
a. Provide and pay for electric powered service as required for Work, including
testing of Work.
1) Provide power for lighting, operation of equipment, or other use.
b. Electric power service includes temporary power service or generator to
maintain operations during scheduled shutdown.
4. Telephone
a. Provide emergency telephone service at Site for use by Contractor personnel
and others performing work or furnishing services at Site.
5. Temporary Heat and Ventilation
a. Provide temporary heat as necessary for protection or completion of Work.
b. Provide temporary heat and ventilation to assure safe working conditions.
B. Sanitary Facilities
1. Provide and maintain sanitary facilities for persons on Site.
a. Comply with regulations of State and local departments of health.
2. Enforce use of sanitary facilities by construction personnel at job site.
a. Enclose and anchor sanitary facilities.
b. No discharge will be allowed from these facilities.
c. Collect and store sewage and waste so as not to cause nuisance or health
problem.
d. Haul sewage and waste off-site at no less than weekly intervals and properly
dispose in accordance with applicable regulation.
3. Locate facilities near Work Site and keep clean and maintained throughout Project.
4. Remove facilities at completion of Project
C. Storage Sheds and Buildings
1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor
above ground level for materials and equipment susceptible to weather damage.
2. Storage of materials not susceptible to weather damage may be on blocks off
ground.
3. Store materials in a neat and orderly manner.
a. Place materials and equipment to permit easy access for identification,
inspection and inventory.
4. Equip building with lockable doors and lighting, and provide electrical service for
equipment space heaters and heating or ventilation as necessary to provide storage
environments acceptable to specified manufacturers.
5. Fill and grade site for temporary structures to provide drainage away from
temporary and existing buildings.
6. Remove building from site prior to Final Acceptance.
D. Temporary Fencing
1. Provide and maintain for the duration or construction when required in contract
documents
E. Dust Control
01 50 00 - 3
DAP TEMPORARY FACILITIES AND CONTROLS
Page 3 of 4
CITY OF FORT WORTH Storm Drain, Paving & Street Light Improvements – ACN N. Beach St.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102893
Revised JULY 1, 2011
1. Contractor is responsible for maintaining dust control through the duration of the
project.
a. Contractor remains on-call at all times
b. Must respond in a timely manner
F. Temporary Protection of Construction
1. Contractor or subcontractors are responsible for protecting Work from damage due
to weather.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 INSTALLATION
A. Temporary Facilities
1. Maintain all temporary facilities for duration of construction activities as needed.
3.5 [REPAIR] / [RESTORATION]
3.6 RE-INSTALLATION
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES
A. Temporary Facilities
01 50 00 - 4
DAP TEMPORARY FACILITIES AND CONTROLS
Page 4 of 4
CITY OF FORT WORTH Storm Drain, Paving & Street Light Improvements – ACN N. Beach St.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102893
Revised JULY 1, 2011
1. Remove all temporary facilities and restore area after completion of the Work, to a
condition equal to or better than prior to start of Work.
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
01 55 26 - 1
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 1 of 3
CITY OF FORT WORTH Storm Drain, Paving & Street Light Improvements – ACN N. Beach St.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102893
Revised July 1, 2011
SECTION 01 55 26
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Administrative procedures for:
a. Street Use Permit
b. Modification of approved traffic control
c. Removal of Street Signs
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
3. Section 34 71 13 – Traffic Control
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES
A. Reference Standards
1. Reference standards cited in this specification refer to the current reference standard
published at the time of the latest revision date logged at the end of this
specification, unless a date is specifically cited.
2. Texas Manual on Uniform Traffic Control Devices (TMUTCD).
1.4 ADMINISTRATIVE REQUIREMENTS
A. Traffic Control
1. General
a. When traffic control plans are included in the Drawings, provide Traffic
Control in accordance with Drawings and Section 34 71 13.
b. When traffic control plans are not included in the Drawings, prepare traffic
control plans in accordance with Section 34 71 13 and submit to City for
review.
1) Allow minimum 10 working days for review of proposed Traffic Control.
B. Street Use Permit
1. Prior to installation of Traffic Control, a City Street Use Permit is required.
a. To obtain Street Use Permit, submit Traffic Control Plans to City
Transportation and Public Works Department.
01 55 26 - 2
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 2 of 3
CITY OF FORT WORTH Storm Drain, Paving & Street Light Improvements – ACN N. Beach St.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102893
Revised July 1, 2011
1) Allow a minimum of 5 working days for permit review.
2) Contractor’s responsibility to coordinate review of Traffic Control plans for
Street Use Permit, such that construction is not delayed.
C. Modification to Approved Traffic Control
1. Prior to installation traffic control:
a. Submit revised traffic control plans to City Department Transportation and
Public Works Department.
1) Revise Traffic Control plans in accordance with Section 34 71 13.
2) Allow minimum 5 working days for review of revised Traffic Control.
3) It is the Contractor’s responsibility to coordinate review of Traffic Control
plans for Street Use Permit, such that construction is not delayed.
D. Removal of Street Sign
1. If it is determined that a street sign must be removed for construction, then contact
City Transportation and Public Works Department, Signs and Markings Division to
remove the sign.
E. Temporary Signage
1. In the case of regulatory signs, replace permanent sign with temporary sign meeting
requirements of the latest edition of the Texas Manual on Uniform Traffic Control
Devices (MUTCD).
2. Install temporary sign before the removal of permanent sign.
3. When construction is complete, to the extent that the permanent sign can be
reinstalled, contact the City Transportation and Public Works Department, Signs
and Markings Division, to reinstall the permanent sign.
F. Traffic Control Standards
1. Traffic Control Standards can be found on the City’s Buzzsaw website.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
01 55 26 - 3
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 3 of 3
CITY OF FORT WORTH Storm Drain, Paving & Street Light Improvements – ACN N. Beach St.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102893
Revised July 1, 2011
Revision Log
DATE NAME SUMMARY OF CHANGE
01 57 13 - 1
STORM WATER POLLUTION PREVENTION
Page 1 of 3
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
Storm Drain, Paving & Street Light Improvements – ACN N. Beach St.
City Project No. 102893
SECTION 01 57 13
STORM WATER POLLUTION PREVENTION
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Procedures for Storm Water Pollution Prevention Plans
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the
Contract
2. Division 1 – General Requirements
3. Section 31 25 00 – Erosion and Sediment Control
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Construction Activities resulting in less than 1 acre of disturbance
a. Work associated with this Item is considered subsidiary to the various Items
bid. No separate payment will be allowed for this Item.
2. Construction Activities resulting in greater than 1 acre of disturbance
a. Measurement and Payment shall be in accordance with Section 31 25 00.
1.3 REFERENCES
A. Abbreviations and Acronyms
1. Notice of Intent: NOI
2. Notice of Termination: NOT
3. Storm Water Pollution Prevention Plan: SWPPP
4. Texas Commission on Environmental Quality: TCEQ
5. Notice of Change: NOC
A. Reference Standards
1. Reference standards cited in this Specification refer to the current reference
standard published at the time of the latest revision date logged at the end of this
Specification, unless a date is specifically cited.
2. Integrated Storm Management (iSWM) Technical Manual for Construction
Controls
1.4 ADMINISTRATIVE REQUIREMENTS
A. General
1. Contractor is responsible for resolution and payment of any fines issued associated
with compliance to Stormwater Pollution Prevention Plan.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
Storm Drain, Paving & Street Light Improvements – ACN N. Beach St.
City Project No. 102893
01 57 13 - 2
STORM WATER POLLUTION PREVENTION
Page 2 of 3
B. Construction Activities resulting in:
1. Less than 1 acre of disturbance
a. Provide erosion and sediment control in accordance with Section 31 25 00 and
Drawings.
2. 1 to less than 5 acres of disturbance
a. Texas Pollutant Discharge Elimination System (TPDES) General Construction
Permit is required
b. Complete SWPPP in accordance with TCEQ requirements
1) TCEQ Small Construction Site Notice Required under general permit
TXR150000
a) Sign and post at job site
b) Prior to Preconstruction Meeting, send 1 copy to City Department of
Transportation and Public Works, Environmental Division, (817) 392-
6088.
2) Provide erosion and sediment control in accordance with:
a) Section 31 25 00
b) The Drawings
c) TXR150000 General Permit
d) SWPPP
e) TCEQ requirements
3. 5 acres or more of Disturbance
a. Texas Pollutant Discharge Elimination System (TPDES) General Construction
Permit is required
b. Complete SWPPP in accordance with TCEQ requirements
1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee
a) Sign and post at job site
b) Send copy to City Department of Transportation and Public Works,
Environmental Division, (817) 392-6088.
2) TCEQ Notice of Change required if making changes or updates to NOI
3) Provide erosion and sediment control in accordance with:
a) Section 31 25 00
b) The Drawings
c) TXR150000 General Permit
d) SWPPP
e) TCEQ requirements
4) Once the project has been completed and all the closeout requirements of
TCEQ have been met a TCEQ Notice of Termination can be submitted.
a) Send copy to City Department of Transportation and Public Works,
Environmental Division, (817) 392-6088.
1.5 SUBMITTALS
A. SWPPP
1. Submit in accordance with Section 01 33 00, except as stated herein.
a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City
as follows:
1) 1 copy to the City Project Manager
a) City Project Manager will forward to the City Department of
Transportation and Public Works, Environmental Division for review
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
Storm Drain, Paving & Street Light Improvements – ACN N. Beach St.
City Project No. 102893
01 57 13 - 3
STORM WATER POLLUTION PREVENTION
Page 3 of 3
B. Modified SWPPP
1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City
in accordance with Section 01 33 00.
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
01 58 13 - 1
TEMPORARY PROJECT SIGNAGE
Page 1 of 3
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
Storm Drain, Paving & Street Light Improvements –ACN N. Beach St.
City Project No. 102893
SECTION 01 58 13
TEMPORARY PROJECT SIGNAGE
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Temporary Project Signage Requirements
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS
2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED]
2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS
A. Design Criteria
1. Provide free standing Project Designation Sign in accordance with City’s Standard
Details for project signs.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
Storm Drain, Paving & Street Light Improvements –ACN N. Beach St.
City Project No. 102893
01 58 13 - 2
TEMPORARY PROJECT SIGNAGE
Page 2 of 3
B. Materials
1. Sign
a. Constructed of ¾-inch fir plywood, grade A-C (exterior) or better
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 INSTALLATION
A. General
1. Provide vertical installation at extents of project.
2. Relocate sign as needed, upon request of the City.
B. Mounting options
a. Skids
b. Posts
c. Barricade
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE
A. General
1. Maintenance will include painting and repairs as needed or directed by the City.
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
Storm Drain, Paving & Street Light Improvements –ACN N. Beach St.
City Project No. 102893
01 58 13 - 3
TEMPORARY PROJECT SIGNAGE
Page 3 of 3
Revision Log
DATE NAME SUMMARY OF CHANGE
01 60 00
PRODUCT REQUIREMENTS
Page 1 of 2
CITY OF FORT WORTH Storm Drain, Paving & Street Light Improvements – ACN N. Beach St.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102893
Revised March 9, 2020
SECTION 01 60 00
PRODUCT REQUIREMENTS
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 PAYMENT PROCEDURES [NOT USED]
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. 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
B. 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.
C. 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.
D. 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.
E. 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]
01 60 00
PRODUCT REQUIREMENTS
Page 2 of 2
CITY OF FORT WORTH Storm Drain, Paving & Street Light Improvements – ACN N. Beach St.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102893
Revised March 9, 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 USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
10/12/12 D. Johnson Modified Location of City’s Standard Product List
3/9/2020 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 PROJECT RECORD DOCUMENTS
Page 1 of 4
CITY OF FORT WORTH Storm Drain, Paving & Street Light Improvements – ACN N. Beach St.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. 102893
Revised April 7, 2014
SECTION 01 66 00 1
PRODUCT STORAGE AND HANDLING REQUIREMENTS 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Scheduling of product delivery 6
2. Packaging of products for delivery 7
3. Protection of products against damage from: 8
a. Handling 9
b. Exposure to elements or harsh environments 10
B. Deviations from this City of Fort Worth Standard Specification 11
1. None. 12
C. Related Specification Sections include, but are not necessarily limited to: 13
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 14
2. Division 1 – General Requirements 15
1.2 PRICE AND PAYMENT PROCEDURES 16
A. Measurement and Payment 17
1. Work associated with this Item is considered subsidiary to the various Items bid. 18
No separate payment will be allowed for this Item. 19
1.3 REFERENCES [NOT USED] 20
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 21
1.5 SUBMITTALS [NOT USED] 22
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 23
1.7 CLOSEOUT SUBMITTALS [NOT USED] 24
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 25
1.9 QUALITY ASSURANCE [NOT USED] 26
1.10 DELIVERY AND HANDLING 27
A. Delivery Requirements 28
1. Schedule delivery of products or equipment as required to allow timely installation 29
and to avoid prolonged storage. 30
2. Provide appropriate personnel and equipment to receive deliveries. 31
3. Delivery trucks will not be permitted to wait extended periods of time on the Site 32
for personnel or equipment to receive the delivery. 33
34
35
36
01 66 00- 2
DAP PROJECT RECORD DOCUMENTS
Page 2 of 4
CITY OF FORT WORTH Storm Drain, Paving & Street Light Improvements – ACN N. Beach St.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. 102893
Revised April 7, 2014
4. Deliver products or equipment in manufacturer's original unbroken cartons or other 1
containers designed and constructed to protect the contents from physical or 2
environmental damage. 3
5. Clearly and fully mark and identify as to manufacturer, item and installation 4
location. 5
6. Provide manufacturer's instructions for storage and handling. 6
B. Handling Requirements 7
1. Handle products or equipment in accordance with these Contract Documents and 8
manufacturer’s recommendations and instructions. 9
C. Storage Requirements 10
1. Store materials in accordance with manufacturer’s recommendations and 11
requirements of these Specifications. 12
2. Make necessary provisions for safe storage of materials and equipment. 13
a. Place loose soil materials and materials to be incorporated into Work to prevent 14
damage to any part of Work or existing facilities and to maintain free access at 15
all times to all parts of Work and to utility service company installations in 16
vicinity of Work. 17
3. Keep materials and equipment neatly and compactly stored in locations that will 18
cause minimum inconvenience to other contractors, public travel, adjoining owners, 19
tenants and occupants. 20
a. Arrange storage to provide easy access for inspection. 21
4. Restrict storage to areas available on construction site for storage of material and 22
equipment as shown on Drawings, or approved by City’s Project Representative. 23
5. Provide off-site storage and protection when on-site storage is not adequate. 24
a. Provide addresses of and access to off-site storage locations for inspection by 25
City’s Project Representative. 26
6. Do not use lawns, grass plots or other private property for storage purposes without 27
written permission of owner or other person in possession or control of premises. 28
7. Store in manufacturers’ unopened containers. 29
8. Neatly, safely and compactly stack materials delivered and stored along line of 30
Work to avoid inconvenience and damage to property owners and general public 31
and maintain at least 3 feet from fire hydrant. 32
9. Keep public and private driveways and street crossings open. 33
10. Repair or replace damaged lawns, sidewalks, streets or other improvements to 34
satisfaction of City’s Project Representative. 35
a. Total length which materials may be distributed along route of construction at 36
one time is 1,000 linear feet, unless otherwise approved in writing by City’s 37
Project Representative. 38
01 66 00- 3
DAP PROJECT RECORD DOCUMENTS
Page 3 of 4
CITY OF FORT WORTH Storm Drain, Paving & Street Light Improvements – ACN N. Beach St.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. 102893
Revised April 7, 2014
1.11 FIELD [SITE] CONDITIONS [NOT USED] 1
1.12 WARRANTY [NOT USED] 2
PART 2 - PRODUCTS [NOT USED] 3
PART 3 - EXECUTION 4
3.1 INSTALLERS [NOT USED] 5
3.2 EXAMINATION [NOT USED] 6
3.3 PREPARATION [NOT USED] 7
3.4 ERECTION [NOT USED] 8
3.5 REPAIR / RESTORATION [NOT USED] 9
3.6 RE-INSTALLATION [NOT USED] 10
3.7 FIELD [OR] SITE QUALITY CONTROL 11
A. Tests and Inspections 12
1. Inspect all products or equipment delivered to the site prior to unloading. 13
B. Non-Conforming Work 14
1. Reject all products or equipment that are damaged, used or in any other way 15
unsatisfactory for use on the project. 16
3.8 SYSTEM STARTUP [NOT USED] 17
3.9 ADJUSTING [NOT USED] 18
3.10 CLEANING [NOT USED] 19
3.11 CLOSEOUT ACTIVITIES [NOT USED] 20
3.12 PROTECTION 21
A. Protect all products or equipment in accordance with manufacturer's written directions. 22
B. Store products or equipment in location to avoid physical damage to items while in 23
storage. 24
C. Protect equipment from exposure to elements and keep thoroughly dry if required by 25
the manufacturer. 26
3.13 MAINTENANCE [NOT USED] 27
3.14 ATTACHMENTS [NOT USED] 28
END OF SECTION 29
30
31
32
01 66 00- 4
DAP PROJECT RECORD DOCUMENTS
Page 4 of 4
CITY OF FORT WORTH Storm Drain, Paving & Street Light Improvements – ACN N. Beach St.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. 102893
Revised April 7, 2014
1
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
2
01 70 00 - 1
DAP MOBILIZATION AND REMOBILIZATION
Page 1 of 4
CITY OF FORT WORTH Storm Drain, Paving, & Street Light Improvements - ACN N. Beach St.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102893
Revised April 7, 2014
SECTION 01 70 00
MOBILIZATION AND REMOBILIZATION
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Mobilization and Demobilization
a. Mobilization
1) Transportation of Contractor’s personnel, equipment, and operating supplies
to the Site
2) Establishment of necessary general facilities for the Contractor’s operation
at the Site
3) Premiums paid for performance and payment bonds
4) Transportation of Contractor’s personnel, equipment, and operating supplies
to another location within the designated Site
5) Relocation of necessary general facilities for the Contractor’s operation
from 1 location to another location on the Site.
b. Demobilization
1) Transportation of Contractor’s personnel, equipment, and operating supplies
away from the Site including disassembly
2) Site Clean-up
3) Removal of all buildings and/or other facilities assembled at the Site for this
Contract
c. Mobilization and Demobilization do not include activities for specific items of
work that are for which payment is provided elsewhere in the contract.
2. Remobilization
a. Remobilization for Suspension of Work specifically required in the Contract
Documents or as required by City includes:
1) Demobilization
a) Transportation of Contractor’s personnel, equipment, and operating
supplies from the Site including disassembly or temporarily securing
equipment, supplies, and other facilities as designated by the Contract
Documents necessary to suspend the Work.
b) Site Clean-up as designated in the Contract Documents
2) Remobilization
a) Transportation of Contractor’s personnel, equipment, and operating
supplies to the Site necessary to resume the Work.
b) Establishment of necessary general facilities for the Contractor’s
operation at the Site necessary to resume the Work.
3) No Payments will be made for:
a) Mobilization and Demobilization from one location to another on the
Site in the normal progress of performing the Work.
b) Stand-by or idle time
c) Lost profits
3. Mobilizations and Demobilization for Miscellaneous Projects
a. Mobilization and Demobilization
01 70 00 - 2
DAP MOBILIZATION AND REMOBILIZATION
Page 2 of 4
CITY OF FORT WORTH Storm Drain, Paving, & Street Light Improvements - ACN N. Beach St.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102893
Revised April 7, 2014
1) Mobilization shall consist of the activities and cost on a Work Order basis
necessary for:
a) Transportation of Contractor’s personnel, equipment, and operating
supplies to the Site for the issued Work Order.
b) Establishment of necessary general facilities for the Contractor’s
operation at the Site for the issued Work Order
2) Demobilization shall consist of the activities and cost necessary for:
a) Transportation of Contractor’s personnel, equipment, and operating
supplies from the Site including disassembly for each issued Work
Order
b) Site Clean-up for each issued Work Order
c) Removal of all buildings or other facilities assembled at the Site for
each Work Oder
b. Mobilization and Demobilization do not include activities for specific items of
work for which payment is provided elsewhere in the contract.
4. Emergency Mobilizations and Demobilization for Miscellaneous Projects
a. A Mobilization for Miscellaneous Projects when directed by the City and the
mobilization occurs within 24 hours of the issuance of the Work Order.
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Mobilization and Demobilization
a. Measure
1) This Item is considered subsidiary to the various Items bid.
b. Payment
1) The work performed and materials furnished in accordance with this Item
are subsidiary to the various Items bid and no other compensation will be
allowed.
2. Remobilization for suspension of Work as specifically required in the Contract
Documents
a. Measurement
1) Measurement for this Item shall be per each remobilization performed.
b. Payment
1) The work performed and materials furnished in accordance with this Item
and measured as provided under “Measurement” will be paid for at the unit
price per each “Specified Remobilization” in accordance with Contract
Documents.
c. The price shall include:
1) Demobilization as described in Section 1.1.A.2.a.1)
2) Remobilization as described in Section 1.1.A.2.a.2)
d. No payments will be made for standby, idle time, or lost profits associated this
Item.
01 70 00 - 3
DAP MOBILIZATION AND REMOBILIZATION
Page 3 of 4
CITY OF FORT WORTH Storm Drain, Paving, & Street Light Improvements - ACN N. Beach St.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102893
Revised April 7, 2014
3. Remobilization for suspension of Work as required by City
a. Measurement and Payment
1) This shall be submitted as a Contract Claim in accordance with Article 10
of Section 00 72 00.
2) No payments will be made for standby, idle time, or lost profits associated
with this Item.
4. Mobilizations and Demobilizations for Miscellaneous Projects
a. Measurement
1) Measurement for this Item shall be for each Mobilization and
Demobilization required by the Contract Documents
b. Payment
1) The Work performed and materials furnished in accordance with this Item
and measured as provided under “Measurement” will be paid for at the unit
price per each “Work Order Mobilization” in accordance with Contract
Documents. Demobilization shall be considered subsidiary to mobilization
and shall not be paid for separately.
c. The price shall include:
1) Mobilization as described in Section 1.1.A.3.a.1)
2) Demobilization as described in Section 1.1.A.3.a.2)
d. No payments will be made for standby, idle time, or lost profits associated this
Item.
5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects
a. Measurement
1) Measurement for this Item shall be for each Mobilization and
Demobilization required by the Contract Documents
b. Payment
1) The Work performed and materials furnished in accordance with this Item
and measured as provided under “Measurement” will be paid for at the unit
price per each “Work Order Emergency Mobilization” in accordance with
Contract Documents. Demobilization shall be considered subsidiary to
mobilization and shall not be paid for separately.
c. The price shall include
1) Mobilization as described in Section 1.1.A.4.a)
2) Demobilization as described in Section 1.1.A.3.a.2)
d. No payments will be made for standby, idle time, or lost profits associated this
Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS [NOT USED]
1.6 INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
01 70 00 - 4
DAP MOBILIZATION AND REMOBILIZATION
Page 4 of 4
CITY OF FORT WORTH Storm Drain, Paving, & Street Light Improvements - ACN N. Beach St.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102893
Revised April 7, 2014
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
4/7/2014 M.Domenech Revised for DAP application
01 74 23 - 1
DAP CLEANING
Page 1 of 4
CITY OF FORT WORTH Storm Drain, Paving & Street Light Improvements – ACN N. Beach St.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. 102893
Revised April 7, 2014
SECTION 01 74 23 1
CLEANING 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Intermediate and final cleaning for Work not including special cleaning of closed 6
systems specified elsewhere 7
B. Deviations from this City of Fort Worth Standard Specification 8
1. None. 9
C. Related Specification Sections include, but are not necessarily limited to: 10
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 11
2. Division 1 – General Requirements 12
3. Section 32 92 13 – Hydro-Mulching, Seeding and Sodding 13
1.2 PRICE AND PAYMENT PROCEDURES 14
A. Measurement and Payment 15
1. Work associated with this Item is considered subsidiary to the various Items bid. 16
No separate payment will be allowed for this Item. 17
1.3 REFERENCES [NOT USED] 18
1.4 ADMINISTRATIVE REQUIREMENTS 19
A. Scheduling 20
1. Schedule cleaning operations so that dust and other contaminants disturbed by 21
cleaning process will not fall on newly painted surfaces. 22
2. Schedule final cleaning upon completion of Work and immediately prior to final 23
inspection. 24
1.5 SUBMITTALS [NOT USED] 25
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 26
1.7 CLOSEOUT SUBMITTALS [NOT USED] 27
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 28
1.9 QUALITY ASSURANCE [NOT USED] 29
1.10 STORAGE, AND HANDLING 30
A. Storage and Handling Requirements 31
1. Store cleaning products and cleaning wastes in containers specifically designed for 32
those materials. 33
01 74 23 - 2
DAP CLEANING
Page 2 of 4
CITY OF FORT WORTH Storm Drain, Paving & Street Light Improvements – ACN N. Beach St.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. 102893
Revised April 7, 2014
1.11 FIELD [SITE] CONDITIONS [NOT USED] 1
1.12 WARRANTY [NOT USED] 2
PART 2 - PRODUCTS 3
2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 4
2.2 MATERIALS 5
A. Cleaning Agents 6
1. Compatible with surface being cleaned 7
2. New and uncontaminated 8
3. For manufactured surfaces 9
a. Material recommended by manufacturer 10
2.3 ACCESSORIES [NOT USED] 11
2.4 SOURCE QUALITY CONTROL [NOT USED] 12
PART 3 - EXECUTION 13
3.1 INSTALLERS [NOT USED] 14
3.2 EXAMINATION [NOT USED] 15
3.3 PREPARATION [NOT USED] 16
3.4 APPLICATION [NOT USED] 17
3.5 REPAIR / RESTORATION [NOT USED] 18
3.6 RE-INSTALLATION [NOT USED] 19
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 20
3.8 SYSTEM STARTUP [NOT USED] 21
3.9 ADJUSTING [NOT USED] 22
3.10 CLEANING 23
A. General 24
1. Prevent accumulation of wastes that create hazardous conditions. 25
2. Conduct cleaning and disposal operations to comply with laws and safety orders of 26
governing authorities. 27
3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in 28
storm or sanitary drains or sewers. 29
4. Dispose of degradable debris at an approved solid waste disposal site. 30
5. Dispose of nondegradable debris at an approved solid waste disposal site or in an 31
alternate manner approved by City and regulatory agencies. 32
33
34
35
36
01 74 23 - 3
DAP CLEANING
Page 3 of 4
CITY OF FORT WORTH Storm Drain, Paving & Street Light Improvements – ACN N. Beach St.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. 102893
Revised April 7, 2014
6. Handle materials in a controlled manner with as few handlings as possible. 1
7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with 2
this project. 3
8. Remove all signs of temporary construction and activities incidental to construction 4
of required permanent Work. 5
9. If project is not cleaned to the satisfaction of the City, the City reserves the right to 6
have the cleaning completed at the expense of the Contractor. 7
10. Do not burn on-site. 8
B. Intermediate Cleaning during Construction 9
1. Keep Work areas clean so as not to hinder health, safety or convenience of 10
personnel in existing facility operations. 11
2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 12
3. Confine construction debris daily in strategically located container(s): 13
a. Cover to prevent blowing by wind 14
b. Store debris away from construction or operational activities 15
c. Haul from site at a minimum of once per week 16
4. Vacuum clean interior areas when ready to receive finish painting. 17
a. Continue vacuum cleaning on an as-needed basis, until Final Acceptance. 18
5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which 19
may become airborne or transported by flowing water during the storm. 20
C. Exterior (Site or Right of Way) Final Cleaning 21
1. Remove trash and debris containers from site. 22
a. Re-seed areas disturbed by location of trash and debris containers in accordance 23
with Section 32 92 13. 24
2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object 25
that may hinder or disrupt the flow of traffic along the roadway. 26
3. Clean any interior areas including, but not limited to, vaults, manholes, structures, 27
junction boxes and inlets. 28
4. If no longer required for maintenance of erosion facilities, and upon approval by 29
City, remove erosion control from site. 30
Clean signs, lights, signals, etc. 31
3.11 CLOSEOUT ACTIVITIES [NOT USED] 32
3.12 PROTECTION [NOT USED] 33
3.13 MAINTENANCE [NOT USED] 34
3.14 ATTACHMENTS [NOT USED] 35
36
37
38
39
40
END OF SECTION 41
01 74 23 - 4
DAP CLEANING
Page 4 of 4
CITY OF FORT WORTH Storm Drain, Paving & Street Light Improvements – ACN N. Beach St.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. 102893
Revised April 7, 2014
1
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
2
01 77 19 - 1
DAP CLOSEOUT REQUIREMENTS
Page 1 of 3
CITY OF FORT WORTH Storm Drain, Paving & Street Light Improvements – ACN N. Beach St.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. 102893
Revised April 7, 2014
SECTION 01 77 19 1
CLOSEOUT REQUIREMENTS 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. The procedure for closing out a contract 6
B. Deviations from this City of Fort Worth Standard Specification 7
1. None. 8
C. Related Specification Sections include, but are not necessarily limited to: 9
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 10
1. Division 1 – General Requirements 11
1.2 PRICE AND PAYMENT PROCEDURES 12
A. Measurement and Payment 13
1. Work associated with this Item is considered subsidiary to the various Items bid. 14
No separate payment will be allowed for this Item. 15
1.3 REFERENCES [NOT USED] 16
1.4 ADMINISTRATIVE REQUIREMENTS 17
A. Guarantees, Bonds and Affidavits 18
1. No application for final payment will be accepted until all guarantees, bonds, 19
certificates, licenses and affidavits required for Work or equipment as specified are 20
satisfactorily filed with the City. 21
B. Release of Liens or Claims 22
1. No application for final payment will be accepted until satisfactory evidence of 23
release of liens has been submitted to the City. 24
1.5 SUBMITTALS 25
A. Submit all required documentation to City’s Project Representative. 26
01 77 19 - 2
DAP CLOSEOUT REQUIREMENTS
Page 2 of 3
CITY OF FORT WORTH Storm Drain, Paving & Street Light Improvements – ACN N. Beach St.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. 102893
Revised April 7, 2014
1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1
1.7 CLOSEOUT SUBMITTALS [NOT USED] 2
PAT 2 - PRODUCTS [NOT USED] 3
PART 3 - EXECUTION 4
3.1 INSTALLERS [NOT USED] 5
3.2 EXAMINATION [NOT USED] 6
3.3 PREPARATION [NOT USED] 7
3.4 CLOSEOUT PROCEDURE 8
A. Prior to requesting Final Inspection, submit: 9
1. Project Record Documents in accordance with Section 01 78 39 10
2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23 11
B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 12
01 74 23. 13
C. Final Inspection 14
1. After final cleaning, provide notice to the City Project Representative that the Work 15
is completed. 16
a. The City will make an initial Final Inspection with the Contractor present. 17
b. Upon completion of this inspection, the City will notify the Contractor, in 18
writing within 10 business days, of any particulars in which this inspection 19
reveals that the Work is defective or incomplete. 20
2. Upon receiving written notice from the City, immediately undertake the Work 21
required to remedy deficiencies and complete the Work to the satisfaction of the 22
City. 23
3. Upon completion of Work associated with the items listed in the City's written 24
notice, inform the City, that the required Work has been completed. Upon receipt 25
of this notice, the City, in the presence of the Contractor, will make a subsequent 26
Final Inspection of the project. 27
4. Provide all special accessories required to place each item of equipment in full 28
operation. These special accessory items include, but are not limited to: 29
a. Specified spare parts 30
b. Adequate oil and grease as required for the first lubrication of the equipment 31
c. Initial fill up of all chemical tanks and fuel tanks 32
d. Light bulbs 33
e. Fuses 34
f. Vault keys 35
g. Handwheels 36
h. Other expendable items as required for initial start-up and operation of all 37
equipment 38
D. Notice of Project Completion 39
40
01 77 19 - 3
DAP CLOSEOUT REQUIREMENTS
Page 3 of 3
CITY OF FORT WORTH Storm Drain, Paving & Street Light Improvements – ACN N. Beach St.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. 102893
Revised April 7, 2014
1. Once the City Project Representative finds the Work subsequent to Final Inspection 1
to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). 2
E. Supporting Documentation 3
1. Coordinate with the City Project Representative to complete the following 4
additional forms: 5
a. Final Payment Request 6
b. Statement of Contract Time 7
c. Affidavit of Payment and Release of Liens 8
d. Consent of Surety to Final Payment 9
e. Pipe Report (if required) 10
f. Contractor’s Evaluation of City 11
g. Performance Evaluation of Contractor 12
F. Letter of Final Acceptance 13
1. Upon review and acceptance of Notice of Project Completion and Supporting 14
Documentation, in accordance with General Conditions, City will issue Letter of 15
Final Acceptance and release the Final Payment Request for payment. 16
3.5 REPAIR / RESTORATION [NOT USED] 17
3.6 RE-INSTALLATION [NOT USED] 18
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 19
3.8 SYSTEM STARTUP [NOT USED] 20
3.9 ADJUSTING [NOT USED] 21
3.10 CLEANING [NOT USED] 22
3.11 CLOSEOUT ACTIVITIES [NOT USED] 23
3.12 PROTECTION [NOT USED] 24
3.13 MAINTENANCE [NOT USED] 25
3.14 ATTACHMENTS [NOT USED] 26
END OF SECTION 27
28
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
29
01 78 23 - 1
Operation and Maintenance Data
Page 1 of 5
CITY OF FORT WORTH Storm Drain, Paving & Street Light Improvements – ACN N. Beach St.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. 102893
Revised April 7, 2014
SECTION 01 78 23 1
OPERATION AND MAINTENANCE DATA 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Product data and related information appropriate for City's maintenance and 6
operation of products furnished under Contract 7
2. Such products may include, but are not limited to: 8
a. Traffic Controllers 9
b. Irrigation Controllers (to be operated by the City) 10
c. Butterfly Valves 11
B. Deviations from this City of Fort Worth Standard Specification 12
1. None. 13
C. Related Specification Sections include, but are not necessarily limited to: 14
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 15
2. Division 1 – General Requirements 16
1.2 PRICE AND PAYMENT PROCEDURES 17
A. Measurement and Payment 18
1. Work associated with this Item is considered subsidiary to the various Items bid. 19
No separate payment will be allowed for this Item. 20
1.3 REFERENCES [NOT USED] 21
1.4 ADMINISTRATIVE REQUIREMENTS 22
A. Schedule 23
1. Submit manuals in final form to the City within 30 calendar days of product 24
shipment to the project site. 25
1.5 SUBMITTALS 26
A. Submittals shall be in accordance with Section 01 33 00. All submittals shall be 27
approved by the City prior to delivery. 28
1.6 INFORMATIONAL SUBMITTALS 29
A. Submittal Form 30
1. Prepare data in form of an instructional manual for use by City personnel. 31
2. Format 32
a. Size: 8 ½ inches x 11 inches 33
b. Paper 34
1) 40 pound minimum, white, for typed pages 35
2) Holes reinforced with plastic, cloth or metal 36
c. Text: Manufacturer’s printed data, or neatly typewritten 37
38
39
01 78 23 - 2
Operation and Maintenance Data
Page 2 of 5
CITY OF FORT WORTH Storm Drain, Paving & Street Light Improvements – ACN N. Beach St.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. 102893
Revised April 7, 2014
d. Drawings 1
1) Provide reinforced punched binder tab, bind in with text 2
2) Reduce larger drawings and fold to size of text pages. 3
e. Provide fly-leaf for each separate product, or each piece of operating 4
equipment. 5
1) Provide typed description of product, and major component parts of 6
equipment. 7
2) Provide indexed tabs. 8
f. Cover 9
1) Identify each volume with typed or printed title "OPERATING AND 10
MAINTENANCE INSTRUCTIONS". 11
2) List: 12
a) Title of Project 13
b) Identity of separate structure as applicable 14
c) Identity of general subject matter covered in the manual 15
3. Binders 16
a. Commercial quality 3-ring binders with durable and cleanable plastic covers 17
b. When multiple binders are used, correlate the data into related consistent 18
groupings. 19
4. If available, provide an electronic form of the O&M Manual. 20
B. Manual Content 21
1. Neatly typewritten table of contents for each volume, arranged in systematic order 22
a. Contractor, name of responsible principal, address and telephone number 23
b. A list of each product required to be included, indexed to content of the volume 24
c. List, with each product: 25
1) The name, address and telephone number of the subcontractor or installer 26
2) A list of each product required to be included, indexed to content of the 27
volume 28
3) Identify area of responsibility of each 29
4) Local source of supply for parts and replacement 30
d. Identify each product by product name and other identifying symbols as set 31
forth in Contract Documents. 32
2. Product Data 33
a. Include only those sheets which are pertinent to the specific product. 34
b. Annotate each sheet to: 35
1) Clearly identify specific product or part installed 36
2) Clearly identify data applicable to installation 37
3) Delete references to inapplicable information 38
3. Drawings 39
a. Supplement product data with drawings as necessary to clearly illustrate: 40
1) Relations of component parts of equipment and systems 41
2) Control and flow diagrams 42
b. Coordinate drawings with information in Project Record Documents to assure 43
correct illustration of completed installation. 44
c. Do not use Project Record Drawings as maintenance drawings. 45
4. Written text, as required to supplement product data for the particular installation: 46
a. Organize in consistent format under separate headings for different procedures. 47
b. Provide logical sequence of instructions of each procedure. 48
01 78 23 - 3
Operation and Maintenance Data
Page 3 of 5
CITY OF FORT WORTH Storm Drain, Paving & Street Light Improvements – ACN N. Beach St.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. 102893
Revised April 7, 2014
5. Copy of each warranty, bond and service contract issued 1
a. Provide information sheet for City personnel giving: 2
1) Proper procedures in event of failure 3
2) Instances which might affect validity of warranties or bonds 4
C. Manual for Materials and Finishes 5
1. Submit 5 copies of complete manual in final form. 6
2. Content, for architectural products, applied materials and finishes: 7
a. Manufacturer's data, giving full information on products 8
1) Catalog number, size, composition 9
2) Color and texture designations 10
3) Information required for reordering special manufactured products 11
b. Instructions for care and maintenance 12
1) Manufacturer's recommendation for types of cleaning agents and methods 13
2) Cautions against cleaning agents and methods which are detrimental to 14
product 15
3) Recommended schedule for cleaning and maintenance 16
3. Content, for moisture protection and weather exposure products: 17
a. Manufacturer's data, giving full information on products 18
1) Applicable standards 19
2) Chemical composition 20
3) Details of installation 21
b. Instructions for inspection, maintenance and repair 22
D. Manual for Equipment and Systems 23
1. Submit 5 copies of complete manual in final form. 24
2. Content, for each unit of equipment and system, as appropriate: 25
a. Description of unit and component parts 26
1) Function, normal operating characteristics and limiting conditions 27
2) Performance curves, engineering data and tests 28
3) Complete nomenclature and commercial number of replaceable parts 29
b. Operating procedures 30
1) Start-up, break-in, routine and normal operating instructions 31
2) Regulation, control, stopping, shut-down and emergency instructions 32
3) Summer and winter operating instructions 33
4) Special operating instructions 34
c. Maintenance procedures 35
1) Routine operations 36
2) Guide to "trouble shooting" 37
3) Disassembly, repair and reassembly 38
4) Alignment, adjusting and checking 39
d. Servicing and lubrication schedule 40
1) List of lubricants required 41
e. Manufacturer's printed operating and maintenance instructions 42
f. Description of sequence of operation by control manufacturer 43
1) Predicted life of parts subject to wear 44
2) Items recommended to be stocked as spare parts 45
g. As installed control diagrams by controls manufacturer 46
h. Each contractor's coordination drawings 47
1) As installed color coded piping diagrams 48
01 78 23 - 4
Operation and Maintenance Data
Page 4 of 5
CITY OF FORT WORTH Storm Drain, Paving & Street Light Improvements – ACN N. Beach St.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. 102893
Revised April 7, 2014
i. Charts of valve tag numbers, with location and function of each valve 1
j. List of original manufacturer's spare parts, manufacturer's current prices, and 2
recommended quantities to be maintained in storage 3
k. Other data as required under pertinent Sections of Specifications 4
3. Content, for each electric and electronic system, as appropriate: 5
a. Description of system and component parts 6
1) Function, normal operating characteristics, and limiting conditions 7
2) Performance curves, engineering data and tests 8
3) Complete nomenclature and commercial number of replaceable parts 9
b. Circuit directories of panelboards 10
1) Electrical service 11
2) Controls 12
3) Communications 13
c. As installed color coded wiring diagrams 14
d. Operating procedures 15
1) Routine and normal operating instructions 16
2) Sequences required 17
3) Special operating instructions 18
e. Maintenance procedures 19
1) Routine operations 20
2) Guide to "trouble shooting" 21
3) Disassembly, repair and reassembly 22
4) Adjustment and checking 23
f. Manufacturer's printed operating and maintenance instructions 24
g. List of original manufacturer's spare parts, manufacturer's current prices, and 25
recommended quantities to be maintained in storage 26
h. Other data as required under pertinent Sections of Specifications 27
4. Prepare and include additional data when the need for such data becomes apparent 28
during instruction of City's personnel. 29
1.7 CLOSEOUT SUBMITTALS [NOT USED] 30
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 31
1.9 QUALITY ASSURANCE 32
A. Provide operation and maintenance data by personnel with the following criteria: 33
1. Trained and experienced in maintenance and operation of described products 34
2. Skilled as technical writer to the extent required to communicate essential data 35
3. Skilled as draftsman competent to prepare required drawings 36
37
01 78 23 - 5
Operation and Maintenance Data
Page 5 of 5
CITY OF FORT WORTH Storm Drain, Paving & Street Light Improvements – ACN N. Beach St.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS City Project No. 102893
Revised April 7, 2014
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1
1.11 FIELD [SITE] CONDITIONS [NOT USED] 2
1.12 WARRANTY [NOT USED] 3
PART 2 - PRODUCTS [NOT USED] 4
PART 3 - EXECUTION [NOT USED] 5
END OF SECTION 6
7
Revision Log
DATE NAME SUMMARY OF CHANGE
8/31/2012 D. Johnson 1.5.A.1 – title of section removed
4/7/2014 M.Domenech Revised for DAP Application
8
02 41 13 - 1
SELECTIVE SITE DEMOLITION
Page 1 of 5
CITY OF FORT WORTH Storm Drain, Paving & Street Light Improvements – ACN N. Beach St.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102893
Revised December 20, 2012
SECTION 02 41 13 1
SELECTIVE SITE DEMOLITION 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Removing sidewalks and steps 6
2. Removing ADA ramps and landings 7
3. Removing driveways 8
4. Removing fences 9
5. Removing guardrail 10
6. Removing retaining walls (less than 4 feet tall) 11
7. Removing mailboxes 12
8. Removing rip rap 13
9. Removing miscellaneous concrete structures including porches and foundations 14
10. Disposal of removed materials 15
B. Deviations this from City of Fort Worth Standard Specification 16
1. None. 17
C. Related Specification Sections include, but are not necessarily limited to: 18
1. Division 0 – Bidding Requirements, Contract Forms, and Conditions of the 19
Contract 20
2. Division 1 – General Requirements 21
3. Section 31 23 23 – Borrow 22
1.2 PRICE AND PAYMENT PROCEDURES 23
A. Measurement and Payment 24
1. Measurement 25
a. Remove Sidewalk: Measure by square foot. 26
b. Remove Steps: measure by the square foot as seen in the plan view only. 27
c. Remove ADA Ramp: measure by each. 28
d. Remove Driveway: measure by the square foot by type. 29
e. Remove Fence: measure by the linear foot. 30
f. Remove Guardrail: measure by the linear foot along the face of the rail in place 31
including metal beam guard fence transitions and single guard rail terminal 32
sections from the center of end posts. 33
g. Remove Retaining Wall (less than 4 feet tall): measure by the linear foot 34
h. Remove Mailbox: measure by each. 35
i. Remove Rip Rap: measure by the square foot. 36
j. Remove Miscellaneous Concrete Structure: measure by the lump sum. 37
2. Payment 38
02 41 13 - 2
SELECTIVE SITE DEMOLITION
Page 2 of 5
CITY OF FORT WORTH Storm Drain, Paving & Street Light Improvements – ACN N. Beach St.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102893
Revised December 20, 2012
a. Remove Sidewalk: full compensation for saw cutting, removal, hauling, 1
disposal, tools, equipment, labor and incidentals needed to execute work. 2
Sidewalk adjacent to or attached to retaining wall (including sidewalk that acts 3
as a wall footing) shall be paid as sidewalk removal. For utility projects, this 4
Item shall be considered subsidiary to the trench and no other compensation 5
will be allowed. 6
b. Remove Steps: full compensation for saw cutting, removal, hauling, disposal, 7
tools, equipment, labor and incidentals needed to execute work. For utility 8
projects, this Item shall be considered subsidiary to the trench and no other 9
compensation will be allowed. 10
c. Remove ADA Ramp and landing: full compensation for saw cutting, removal, 11
hauling, disposal, tools, equipment, labor and incidentals needed to execute 12
work. Work includes ramp landing removal. For utility projects, this Item shall 13
be considered subsidiary to the trench and no other compensation will be 14
allowed. 15
d. Remove Driveway: full compensation for saw cutting, removal, hauling, 16
disposal, tools, equipment, labor and incidentals needed to remove improved 17
driveway by type. For utility projects, this Item shall be considered subsidiary 18
to the trench and no other compensation will be allowed. 19
e. Remove Fence: full compensation for removal, hauling, disposal, tools, 20
equipment, labor and incidentals needed to remove fence. For utility projects, 21
this Item shall be considered subsidiary to the trench and no other 22
compensation will be allowed. 23
f. Remove Guardrail: full compensation for removing materials, loading, hauling, 24
unloading, and storing or disposal; furnishing backfill material; backfilling the 25
postholes; and equipment, labor, tools, and incidentals. For utility projects, this 26
Item shall be considered subsidiary to the trench and no other compensation 27
will be allowed. 28
g. Remove Retaining Wall (less than 4 feet tall): full compensation for saw 29
cutting, removal, hauling, disposal, tools, equipment, labor and incidentals 30
needed to execute work. Sidewalk adjacent to or attached to retaining wall 31
(including sidewalk that acts as a wall footing) shall be paid as sidewalk 32
removal. For utility projects, this Item shall be considered subsidiary to the 33
trench and no other compensation will be allowed. 34
h. Remove Mailbox: full compensation for removal, hauling, disposal, tools, 35
equipment, labor and incidentals needed to execute work. For utility projects, 36
this Item shall be considered subsidiary to the trench and no other 37
compensation will be allowed. 38
i. Remove Rip Rap: full compensation for saw cutting, removal, hauling, 39
disposal, tools, equipment, labor and incidentals needed to execute work. For 40
utility projects, this Item shall be considered subsidiary to the trench and no 41
other compensation will be allowed. 42
j. Remove Miscellaneous Concrete Structure: full compensation for saw cutting, 43
removal, hauling, disposal, tools, equipment, labor and incidentals needed to 44
execute work. For utility projects, this Item shall be considered subsidiary to 45
the trench and no other compensation will be allowed. 46
1.3 REFERENCES 47
A. Definitions 48
02 41 13 - 3
SELECTIVE SITE DEMOLITION
Page 3 of 5
CITY OF FORT WORTH Storm Drain, Paving & Street Light Improvements – ACN N. Beach St.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102893
Revised December 20, 2012
1. Improved Driveway: Driveway constructed of concrete, asphalt paving or brick unit 1
pavers. 2
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 3
1.5 SUBMITTALS [NOT USED] 4
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 5
1.7 CLOSEOUT SUBMITTALS [NOT USED] 6
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 7
1.9 QUALITY ASSURANCE [NOT USED] 8
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 9
1.11 FIELD [SITE] CONDITIONS [NOT USED] 10
1.12 WARRANTY [NOT USED] 11
PART 2 - PRODUCTS 12
2.1 OWNER-FURNISHED PRODUCTS [NOT USED] 13
2.2 MATERIALS 14
A. Fill Material: See Section 31 23 23. 15
2.3 ACCESSORIES [NOT USED] 16
2.4 SOURCE QUALITY CONTROL [NOT USED] 17
PART 3 - EXECUTION 18
3.1 INSTALLERS [NOT USED] 19
3.2 EXAMINATION [NOT USED] 20
3.3 PREPARATION [NOT USED] 21
3.4 REMOVAL 22
A. Remove Sidewalk 23
1. Remove sidewalk to nearest existing dummy, expansion or construction joint. 24
2. Sawcut when removing to nearest joint is not practical. See 3.4.K. 25
B. Remove Steps 26
1. Remove step to nearest existing dummy, expansion or construction joint. 27
2. Sawcut when removing to nearest joint is not practical. See 3.4.K. 28
C. Remove ADA Ramp 29
1. Sawcut existing curb and gutter and pavement prior to wheel chair ramp removal. 30
See 3.4.K. 31
2. Remove ramp to nearest existing dummy, expansion or construction joint on 32
existing sidewalk. 33
D. Remove Driveway 34
02 41 13 - 4
SELECTIVE SITE DEMOLITION
Page 4 of 5
CITY OF FORT WORTH Storm Drain, Paving & Street Light Improvements – ACN N. Beach St.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102893
Revised December 20, 2012
1. Sawcut existing drive, curb and gutter and pavement prior to drive removal. See 1
3.4.K. 2
2. Remove drive to nearest existing dummy, expansion or construction joint. 3
3. Sawcut when removing to nearest joint is not practical. See 3.4.K. 4
4. Remove adjacent sidewalk to nearest existing dummy, expansion or construction 5
joint on existing sidewalk. 6
E. Remove Fence 7
1. Remove all fence components above and below ground and backfill with acceptable 8
fill material. 9
2. Use caution in removing and salvaging fence materials. 10
3. Salvaged materials may be used to reconstruct fence as approved by City or as 11
shown on Drawings. 12
4. Contractor responsible for keeping animals (livestock, pets, etc.) within the fenced 13
areas during construction operation and while removing fences. 14
F. Remove Guardrail 15
1. Remove rail elements in original lengths. 16
2. Remove fittings from the posts and the metal rail and then pull the posts. 17
3. Do not mar or damage salvageable materials during removal. 18
4. Completely remove posts and any concrete surrounding the posts. 19
5. Furnish backfill material and backfill the hole with material equal in composition 20
and density to the surrounding soil unless otherwise directed. 21
6. Cut off or bend down eyebolts anchored to the dead man to an elevation at least 1-22
foot below the new subgrade elevation and leave in place along with the dead man. 23
G. Remove Retaining Wall (less than 4 feet tall) 24
1. Remove wall to nearest existing joint. 25
2. Sawcut when removing to nearest joint is not practical. See 3.4.K. 26
3. Removal includes all components of the retaining wall including footings. 27
4. Sidewalk adjacent to or attached to retaining wall: See 3.4.A 28
H. Remove Mailbox 29
1. Salvage existing materials for reuse. Mailbox materials may need to be used for 30
reconstruction. 31
I. Remove Rip Rap 32
1. Remove rip rap to nearest existing dummy, expansion or construction joint. 33
2. Sawcut when removing to nearest joint is not practical. See 3.4.K. 34
J. Remove Miscellaneous Concrete Structure 35
1. Remove portions of miscellaneous concrete structures including foundations and 36
slabs that do not interfere with proposed construction to 2 feet below the finished 37
ground line. 38
2. Cut reinforcement close to the portion of the concrete to remain in place. 39
3. Break or perforate the bottom of structures to remain to prevent the entrapment of 40
water. 41
02 41 13 - 5
SELECTIVE SITE DEMOLITION
Page 5 of 5
CITY OF FORT WORTH Storm Drain, Paving & Street Light Improvements – ACN N. Beach St.
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 102893
Revised December 20, 2012
K. Sawcut 1
1. Sawing Equipment 2
a. Power-driven 3
b. Manufactured for the purpose of sawing pavement 4
c. In good operating condition 5
d. Shall not spall or fracture the pavement to the removal area 6
2. Sawcut perpendicular to the surface completely through existing pavement. 7
3.5 REPAIR [NOT USED] 8
3.6 RE-INSTALLATION [NOT USED] 9
3.7 SITE QUALITY CONTROL [NOT USED] 10
3.8 SYSTEM STARTUP [NOT USED] 11
3.9 ADJUSTING [NOT USED] 12
3.10 CLEANING [NOT USED] 13
3.11 CLOSEOUT ACTIVITIES [NOT USED] 14
3.12 PROTECTION [NOT USED] 15
3.13 MAINTENANCE [NOT USED] 16
3.14 ATTACHMENTS [NOT USED] 17
END OF SECTION 18
19
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D. Johnson 1.2.A.2. Modified Payment - Items will be subsidiary to trench on utility projects
20
REPORT COVER PAGE
Geotechnical Engineering Report
__________________________________________________________________________
North Beach Street Phase 2
Fort Worth, Denton County, Texas
August 21, 2019
Terracon Project No. 95195118
Prepared for:
Hillwood Alliance Services LLC
Fort Worth, Texas
Prepared by:
Terracon Consultants, Inc.
Fort Worth, Texas
August 21, 2019
Hillwood Alliance Services LLC
9800 Hillwood Pkwy, Ste 300
Fort Worth, Texas 76177
Attn: Mr. Joe Schneider
P: (817) 224 6054
E: joe.schneider@hillwood.com
Re: Geotechnical Engineering Report
North Beach Street Phase 2
Northeast Quadrant of North Beach St. & Litsey Rd.
Fort Worth, Denton County, Texas
Terracon Project No. 95195118
Dear Mr. Schneider:
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GeoRepor�
We have completed the Geotechnical Engineering services for the above referenced project. This
study was perFormed in general accordance with Terracon Proposal No. P95195118 dated July
17, 2019. This report presents the findings of the subsurface exploration and provides geotechnical
recommendations concerning earthwork and recommended pavement thicknesses and design
parameters for the proposed project.
We appreciate the opportunity to be of senrice to you on this project. If you have any questions
conceming this report or if we may be of further service, please contact us.
Sincerely,
T�rracon Consultants, Inc.
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Senior Geotechnical Engineer ���� �� �
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Geotechnical Department Manager
TPrraeon Consull�nts, Inc. 2501 East Loop 820 North Fort Worth, Texas 76118 Registration No. �-3272
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Responsive ■Resourceful ■Reliable 1
REPORT TOPICS
INTRODUCTION ............................................................................................................. 1
SITE CONDITIONS ......................................................................................................... 1
PROJECT DESCRIPTION .............................................................................................. 2
GEOTECHNICAL CHARACTERIZATION ...................................................................... 2
ENGINEERING RECOMMENDATION ........................................................................... 3
GENERAL COMMENTS ................................................................................................. 7
FIGURES ........................................................................................................................ 9
Note: This report was originally delivered in a web-based format.Orange Bold text in the report indicates a referenced
section heading. The PDF version also includes hyperlinks which direct the reader to that section and clicking on the
GeoReport logo will bring you back to this page. For more interactive features, please view your project online at
client.terracon.com .
ATTACHMENTS
EXPLORATION AND TESTING PROCEDURES
SITE LOCATION AND EXPLORATION PLANS
EXPLORATION RESULTS
SUPPORTING INFORMATION
Note: Refer to each individual Attachment for a listing of contents.
Responsive ■Resourceful ■Reliable 1
INTRODUC TION
Geotechnical Engineering Report
North Beach Street Phase 2
Northeast Quadrant of North Beach St. & Litsey Rd.
Fort Worth, Denton County, Texas
Terracon Project No. 95195118
August 21, 2019
INTRODUCTION
This report presents the results of our subsurface exploration and geotechnical engineering
services performed for the proposed North Beach Street Phase 2 to be located at the Northeast
Quadrant of North Beach St. & Litsey Rd. in Fort Worth, Denton County, Texas. The purpose of
these services is to provide information and geotechnical engineering recommendations relative
to:
■Subsurface soil (and rock) conditions ■Site preparation and earthwork
■Groundwater conditions ■Pavement design and construction
The geotechnical engineering Scope of Services for this project included the advancement of six
test borings to depths of approximately 10 feet below existing site grades.
Maps showing the site and boring locations are shown in the Site Location and Exploration
Plan sections, respectively. The results of the laboratory testing performed on soil samples
obtained from the site during the field exploration are included on the boring logs and as separate
graphs in the Exploration Results section.
SITE CONDITIONS
The following description of site conditions is derived from our site visit in association with the
field exploration and our review of publicly available geologic and topographic maps.
Item Description
Parcel Information
The project is located in the Northeast Quadrant of North Beach St. & Litsey
Rd. in Fort Worth, Denton County, Texas.
33.0107°N, 97.2776°W (approximate)
See Site Location
Existing
Improvements Agricultural land
Current Ground
Cover Grass and bare earth with scattered trees
Geotechnical Engineering Report
North Beach Street Phase 2 ■ Fort Worth, Denton County, Texas
August 21, 2019 ■ Terracon Project No. 95195118
Responsive ■Resourceful ■Reliable 2
Item Description
Existing Topography
Based on elevations provided by Peloton Land Solutions, the site slopes
downwards from the south to the north. Ground surface elevations vary from
±601 to ±626.
PROJECT DESCRIPTION
Our initial understanding of the project was provided in our proposal and no comments have been
made by the design group/client and our final understanding of the project conditions is as follows:
Item Description
Project Description
It is planned to extend North Beach Street approximately 2,100 linear feet
north to connect to Elizabeth Town Cemetery Road
The road will be classified as a collector by the City of Fort Worth.
Pavements
The planned roadway will be Portland cement concrete paving in
accordance with the City of Fort Worth Pavement Design Manual dated
January 29, 2015.
Traffic (per the city of
Fort Worth Pavement
Design Manual)
Annual ESALs: 100,000
Total ESALs: 3,000,000
GEOTECHNICAL CHARACTERIZATION
We have developed a general characterization of the subsurface conditions based upon our
review of the subsurface exploration, laboratory data, geologic setting and our understanding of
the project. This characterization, termed GeoModel, forms the basis of our geotechnical
calculations and evaluation of site preparation and foundation options. Conditions encountered at
each exploration point are indicated on the individual logs. The individual logs can be found in the
Exploration Results section and the GeoModel can be found in the Figures section of this report.
As part of our analyses, we identified the following model layers within the subsurface profile. For
a more detailed view of the model layer depths at each boring location, refer to the GeoModel.
Model Layer Layer Name General Description
1 Clay Fat clay
2 Clay Lean clay
3 Sand Clayey sand
Geotechnical Engineering Report
North Beach Street Phase 2 ■ Fort Worth, Denton County, Texas
August 21, 2019 ■ Terracon Project No. 95195118
Responsive ■Resourceful ■Reliable 3
4 Weathered
Bedrock Tan limestone
Groundwater Conditions
The boreholes were observed while drilling and after completion for the presence and level of
groundwater. The water levels observed in the boreholes can be found on the boring logs in
Exploration Results.
Groundwater was not observed in the borings while drilling, or for the short duration the borings could
remain open. However, this does not necessarily mean the borings terminated above groundwater,
or the water levels summarized above are stable groundwater levels. Due to the low permeability of
the soils encountered in the borings, a relatively long period may be necessary for a groundwater
level to develop and stabilize in a borehole. Long term observations in piezometers or observation
wells sealed from the influence of surface water are often required to define groundwater levels in
materials of this type.
Groundwater level fluctuations occur due to seasonal variations in the amount of rainfall, runoff
and other factors not evident at the time the borings were performed. Therefore, groundwater
levels during construction or at other times in the life of the structure may be higher or lower than
the levels indicated on the boring logs. The possibility of groundwater level fluctuations should be
considered when developing the design and construction plans for the project.
ENGINEERING RECOMMENDATION
Approximately 2,100 linear feet of North Beach Street is planned to be constructed. The road will
be classified as a collector by the City of Fort Worth. Six borings were extended to a depth of
about 10 feet on the north side of Litsey Road for the planned roadway construction.
General Site Grading
A grading plan was not provided for the roadway alignment. We expect several feet of cuts and
fills to be necessary to achieve final grades.
Based on the conditions encountered in the borings, excavations will encounter fat and lean clays.
Deeper excavations may encounter clayey sands and tan limestone.
During excavations, applicable OSHA standards should be followed based on soil types and
noted consistencies. The soils will need to be sloped or braced during construction. A fill against
excavated slopes should be placed in relatively horizontal lifts. When placing fill on existing slopes
Geotechnical Engineering Report
North Beach Street Phase 2 ■ Fort Worth, Denton County, Texas
August 21, 2019 ■ Terracon Project No. 95195118
Responsive ■Resourceful ■Reliable 4
that are steeper than about 6H:1V, the fill should be benched into the slope. This breaks up
potential slide planes and permits relatively horizontal lift placement. Any lift that becomes
desiccated, rutted, or disturbed should be reworked prior to placing a subsequent lift.
The on-site soils free of rock greater than 4 inches in maximum dimension are suitable for use in
general site grading. Imported material should be a clean clay soil (free of deleterious materials
and debris) with a liquid limit less than 60 percent and no rock greater than 4 inches in maximum
dimension.
Prior to placing any fill, the areas to receive fill will need to be stripped and grubbed. The subgrade
should then be proofrolled. Any soft or pumping areas should be excavated to firm ground and
properly backfilled. The subgrade should be scarified to a minimum depth of 8 inches and
uniformly compacted as discussed in section Compaction Requirements.The fill materials
should then be spread in loose, relatively horizontal lifts, less than 9 inches in thickness, and
uniformly compacted to the same criteria. If filling is suspended and the subgrade becomes
desiccated or rutted, it should be reworked prior to placement of a subsequent lift.
Compaction Requirement
Recommendations for compaction are presented in the following table. We recommend that
engineered fill be tested for moisture content and compaction during placement. Should the
results of the in-place density tests indicate the specified moisture or compaction limits have not
been met, the area represented by the test should be reworked and retested as required until the
specified moisture and compaction requirements are achieved.
ITEM DESCRIPTION
Subgrade preparation to receive fill Surface scarified to a minimum depth of 8 inches
Maximum lift thickness 9 inches or less loose lift thickness
General site fills and lime treated
subgrades
A minimum of 95% maximum standard Proctor dry density
(ASTM D698) in the range of -1 to +4 percentage points of
optimum moisture content
Lime/Sulfate Induced Heave
Sulfate tests performed at the time of our investigation indicated sulfates of <100 ppm. When the
sulfate concentrations are less than 3,000 ppm, the subgrade soils are considered to be suitable
for lime treatment in the conventional manner using a single lime application. Additional sulfate
testing should be performed on the surface soils after final grading is completed. Imported fill
material should be tested for soluble sulfate to evaluate the suitability of soils for lime stabilization.
Geotechnical Engineering Report
North Beach Street Phase 2 ■ Fort Worth, Denton County, Texas
August 21, 2019 ■ Terracon Project No. 95195118
Responsive ■Resourceful ■Reliable 5
Pavement Subgrade Preparation
Subgrade materials encountered consisted of clay soils. These soils are subject to loss of support
with the moisture increases that can occur beneath paving. The clay soils react with hydrated
lime, which serves to improve and maintain their support value. Lime treatment is recommended
beneath pavement sections. We recommend that a minimum of 8 percent lime by dry weight be
used to treat the subgrade soils at this site. The lime should be thoroughly mixed and blended
with the top 8 inches of the subgrade (TxDOT Item 260).
The lime modified subgrade should be uniformly compacted as discussed in section Compaction
Requirements. They should be moist cured until the pavement is placed. Pavement subgrades
should be protected from traffic or ponding water.
Site grading is generally accomplished early in the construction phase. However, as construction
proceeds, the subgrade may be disturbed due to utility excavations, construction traffic,
desiccation, or rainfall. As a result, the pavement subgrade may not be suitable for pavement
construction and corrective action will be required. The subgrade should be carefully evaluated
at the time of pavement construction for signs of disturbance or excessive rutting. If disturbance
has occurred, pavement subgrade areas should be reworked, moisture conditioned, and properly
compacted to the recommendations in this report immediately prior to paving.
Support characteristics of subgrade for pavement design do not account for shrink/swell
movements of an expansive clay subgrade, such as soils encountered on this project. Thus, the
pavement may be adequate from a structural standpoint, yet still experience cracking and
deformation due to shrink/swell related movement of the subgrade. At the time of our field
operations on July 30, 2019, the overburden soils were at a dry state. Our laboratory absorption
swell test results were as high as 6.5% for samples tested. Based on the Plasticity Index (PI) of
the soils, the potential vertical rise (PVR) of the site soils is estimated to be on the order of 4 to 5
inches. The PVR is estimated utilizing the TxDOT method TEX-124-E and based on dry soil
conditions.
Pavement Design Parameters
Pavement design for this project is based on procedures outlined by AASHTO for concrete paved
roads and pavement design parameters prescribed by the City of Fort Worth’s Pavement Design
Manual (dated January 29, 2015).
Geotechnical Engineering Report
North Beach Street Phase 2 ■ Fort Worth, Denton County, Texas
August 21, 2019 ■ Terracon Project No. 95195118
Responsive ■Resourceful ■Reliable 6
The following input parameters were used in the pavement section analysis for a collector road.
Input Parameters for Collector Roads Value
Annual ESALs / Total ESALs 100,000 / 3,000,000
Growth factor 1.5%
Design life 25 years
Initial serviceability, P0 4.5
Terminal serviceability, Pt 2.25
Reliability, R 85%
Overall standard deviation, S0 0.39
Load transfer (“J” factor)3.0
Drainage coefficient 1.0
Modulus of elasticity of concrete 4,000 ksi
Modulus of rupture of concrete 620 psi
Modulus of reaction of subgrade soil 200 pci
If the pavements are subject to heavier loading and higher traffic counts than the assumed values,
this office should be notified and provided with the information, so that we may review these
pavement sections and make revisions if necessary.
Roadway Pavement Sections
Pavement sections were calculated using the AASHTO 1993 design method for the assumptions
and design parameters discussed above. A pavement section is presented for a commercial
connector road that consists of Portland cement concrete supported on a lime modified subgrade.
Commercial Connector Road
Pavement section Thickness (inch)
Portland cement concrete 8
Lime modified subgrade, TxDOT Item 260 8
Total pavement thickness 16
Geotechnical Engineering Report
North Beach Street Phase 2 ■ Fort Worth, Denton County, Texas
August 21, 2019 ■ Terracon Project No. 95195118
Responsive ■Resourceful ■Reliable 7
The concrete should have a minimum 28-day compressive strength of 4,000 psi and a modulus
of rupture of 620 psi. It should contain a minimum of 4.5 ± 1.5 percent entrained air.
Pavement Joints
The following is recommended for the concrete pavement section provided in the report. Refer
to City of Fort Worth Pavement Design Manual and ACI 330 for additional information.
Design Parameter Recommendation
Maximum Joint Spacing 1 15 feet each way
Distributed (Thermal) Steel 2
No 3, Grade 60 reinforcing steel bars at 18 inches
on-center-each-way
It is imperative that the distributed steel be
positioned accurately in the pavement cross section.
Minimum Dowel size
In accordance with the latest City Pavement Detail
SheetsDowel Spacing
Minimum Dowel Length
1.In general accordance with ACI 330,Table 3.5 Spacing Between joints.
2.In general accordance with the City of Fort Worth’s Pavement Design Manual dated January 29,
2015,Table 4.1 Pavement Reinforcement.
Dowel bars should be provided across all joints. All joints should be constructed per the City of Fort
Worth’s Pavement Design Manual dated January 29, 2015 and the City Pavement Detail Sheets.
The pavement joints should be properly maintained throughout the life of the pavement.
GENERAL COMMENTS
Our analysis and opinions are based upon our understanding of the project, the geotechnical
conditions in the area, and the data obtained from our site exploration. Natural variations will occur
between exploration point locations or due to the modifying effects of construction or weather.
The nature and extent of such variations may not become evident until during or after construction.
Terracon should be retained as the Geotechnical Engineer, where noted in this report, to provide
observation and testing services during pertinent construction phases. If variations appear, we
can provide further evaluation and supplemental recommendations. If variations are noted in the
absence of our observation and testing services on-site, we should be immediately notified so
that we can provide evaluation and supplemental recommendations.
Geotechnical Engineering Report
North Beach Street Phase 2 ■ Fort Worth, Denton County, Texas
August 21, 2019 ■ Terracon Project No. 95195118
Responsive ■Resourceful ■Reliable 8
Our Scope of Services does not include either specifically or by implication any environmental or
biological (e.g., mold, fungi, bacteria) assessment of the site or identification or prevention of
pollutants, hazardous materials or conditions. If the owner is concerned about the potential for
such contamination or pollution, other studies should be undertaken.
Our services and any correspondence or collaboration through this system are intended for the
sole benefit and exclusive use of our client for specific application to the project discussed and
are accomplished in accordance with generally accepted geotechnical engineering practices with
no third-party beneficiaries intended. Any third-party access to services or correspondence is
solely for information purposes to support the services provided by Terracon to our client.
Reliance upon the services and any work product is limited to our client, and is not intended for
third parties. Any use or reliance of the provided information by third parties is done solely at their
own risk. No warranties, either express or implied, are intended or made.
Site characteristics as provided are for design purposes and not to estimate excavation cost. Any
use of our report in that regard is done at the sole risk of the excavating cost estimator as there
may be variations on the site that are not apparent in the data that could significantly impact
excavation cost. Any parties charged with estimating excavation costs should seek their own site
characterization for specific purposes to obtain the specific level of detail necessary for costing.
Site safety, and cost estimating including, excavation support, and dewatering
requirements/design are the responsibility of others. If changes in the nature, design, or location
of the project are planned, our conclusions and recommendations shall not be considered valid
unless we review the changes and either verify or modify our conclusions in writing.
Responsive ■Resourceful ■Reliable
FIGURES
Contents:
GeoModel
Lime Series
Proctor –Lime Modified
CBR – Lime Modified
590
595
600
605
610
615
620
625
630
ELEVATION (MSL) (feet)North Beach Street Phase 2 Roanoke, Texas
Terracon Project No. 95195118
Layering shown on this figure has been developed by the geotechnical
engineer for purposes of modeling the subsurface conditions as
required for the subsequent geotechnical engineering for this project.
Numbers adjacent to soil column indicate depth below ground surface.
NOTES:
P-1 P-2 P-3 P-4
P-5
P-6
GEOMODEL
This is not a cross section. This is intended to display the Geotechnical Model only. See individual logs for more detailed conditions.
Clayey sand3
Tan limestone, with clay layers4
LEGEND
Fat Clay
Lean Clay
Clayey Sand
Highly Weathered
Limestone
Model Layer General DescriptionLayer Name
Fat clay1
Lean clay2
Sand
Weathered Bedrock
Clay
Clay
10
1
8
10
1
2 10
1
10
1
10
1
3
6
8
10
1
2
3
4
Responsive ■Resourceful ■Reliable
LIME SERIES
LIME SERIES
Responsive ■Resourceful ■Reliable
PROCTOR – W / LI ME
PROCTOR – LIME MODIFIED
Responsive ■Resourceful ■Reliable
CBR – W/ LIME
CBR – LIME MODIFIED
Responsive ■Resourceful ■Reliable
ATTACHMENTS
Geotechnical Engineering Report
North Beach Street Phase 2 ■ Fort Worth, Denton County, Texas
August 21, 2019 ■ Terracon Project No. 95195118
Responsive ■Resourceful ■Reliable EXPLORATION AND TESTING PROCEDURES 1 of 2
EXPLORATION AND TESTING PROCEDURES
Field Exploration
Number of Borings Boring Depth (feet)Location
6 10 feet Planned Roadway
Boring Layout and Elevations: Unless otherwise noted, Terracon personnel provided the boring
layout. Coordinates and elevations were provided by Peloton Land Solutions.
Subsurface Exploration Procedures: We advance the borings with a truck-mounted, rotary drill
rig using continuous flight augers (solid stem and/or hollow stem as necessary depending on soil
conditions). Five samples are obtained in the upper 10 feet of each boring and at intervals of 5
feet thereafter. In the thin-walled tube sampling procedure, a thin-walled tube is pushed hydraulically
into the soil to obtain a relatively undisturbed sample. In the split-barrel sampling procedure, a
split-barrel sampling spoon is driven into the ground. The load-carrying capacity of bedrock is
evaluated in place by the Texas Department of Transportation (TxDOT) cone penetration test. The
samples were placed in appropriate container, taken to our laboratory for testing, and classified
under the direction of a geotechnical engineer. In addition, we observe and record groundwater
levels during drilling and sampling. For safety purposes, all borings are backfilled with auger
cuttings after their completion.
Our exploration team prepares field boring logs as part of the standard drilling operations. These
field logs include visual classifications of the materials encountered during drilling and our
interpretation of the subsurface conditions between samples. Final boring logs are prepared from
the field logs. The final boring logs represent the geotechnical engineer's interpretation of the field
logs and include modifications based on observations and tests of the samples in our laboratory.
Laboratory Testing
The project engineer reviewed the field data and assigned laboratory tests to understand the
engineering properties of the various soil and rock strata, as necessary, for this project.
Procedural standards noted below are for reference to methodology in general. In some cases,
variations to methods were applied because of local practice or professional judgment. Standards
noted below include reference to other, related standards. Such references are not necessarily
applicable to describe the specific test performed.
■Water (Moisture) Content of Soil
■Liquid Limit, Plastic Limit, and Plasticity Index of Soils
■Material Finer than 75-μm (No. 200) Sieve
■Absorption Swell Tests
Geotechnical Engineering Report
North Beach Street Phase 2 ■ Fort Worth, Denton County, Texas
August 21, 2019 ■ Terracon Project No. 95195118
Responsive ■Resourceful ■Reliable EXPLORATION AND TESTING PROCEDURES 2 of 2
■Soil Lime Testing
■Moisture Density Relationship
■California Bearing Ratio
■Soluble Sulfates
Absorption swell tests are performed on selected samples. These tests are used to quantitatively
evaluate volume change potential at in-situ moisture levels. Selected samples are also tested for
soluble sulfates. The results of these tests are presented in the tables below.
SWELL TEST RESULTS
Boring
No.
Depth
(feet)
Liquid
Limit
(%)
Plasticity
Index
(%)
Initial
Moisture
(%)
Final
Moisture
(%)
Surcharge
(psf)
Swell
(%)
P-1 4-6 66 44 18.4 23.4 600 6.5
P-3 2-4 66 44 16.7 22.1 360 6.3
P-5 4-6 68 45 19.5 23.7 600 4.4
SUMMARY OF SOLUBLE SULFATES TESTS
Boring No.Depth (ft)Soluble Sulfates (ppm)
P-1 0-2 <100
P-3 2-4 <100
P-5 4-6 <100
Bulk near P-3 0-2 <100
Responsive ■Resourceful ■Reliable
SITE LOCATION AND EXPLORATION PLANS
Contents:
Site Location Plan
Exploration Plan
Note: All attachments are one page unless noted above.
SITE LOCATION
North Beach Street Phase 2 ■ Fort Worth, Denton County, Texas
August 21, 2019 ■ Terracon Project No. 95195118
Note to Preparer: This is a large table with outside borders. Just click inside the table
above this text box, then paste your GIS Toolbox image.
When paragraph markers are turned on you may notice a line of hidden text above and
outside the table – please leave that alone. Limit editing to inside the table.
The line at the bottom about the general location is a separate table line. You can edit
it as desired, but try to keep to a single line of text to avoid reformatting the page.
SITE LOCA TION
DIAGRAM IS FOR GENERAL LOCATION ONLY, AND IS NOT INTENDED FOR CONSTRUCTION PURPOSES MAP PROVIDED BY MICROSOFT BING MAPS
EXPLORATION PLAN
North Beach Street Phase 2 ■ Fort Worth, Denton County, Texas
August 21, 2019 ■ Terracon Project No. 95195118
Note to Preparer: This is a large table with outside borders. Just click inside the table
above this text box, then paste your GIS Toolbox image.
When paragraph markers are turned on you may notice a line of hidden text above and
outside the table – please leave that alone. Limit editing to inside the table.
The line at the bottom about the general location is a separate table line. You can edit
it as desired, but try to keep to a single line of text to avoid reformatting the page.
EXPLORATION P LAN
DIAGRAM IS FOR GENERAL LOCATION ONLY, AND IS NOT INTENDED FOR CONSTRUCTION PURPOSES MAP PROVIDED BY MICROSOFT BING MAPS
EXPLORATION RESULTS
Contents:
Boring Logs (P-1 through P-6)
Note: All attachments are one page unless noted above.
4.5+ (HP)
4.5+ (HP)
4.5+ (HP)
4.5+ (HP)
4.5+ (HP)
17
19
18
16
17
70-24-46
66-22-44
FAT CLAY (CH), with calcareous nodules, dark
brown to brown, hard
Boring Terminated at 10 Feet
10.0 615.5+/-
Stratification lines are approximate. In-situ, the transition may be gradual.THIS BORING LOG IS NOT VALID IF SEPARATED FROM ORIGINAL REPORT. GEO SMART LOG-NO WELL 95195118 NORTH BEACH STREE.GPJ TERRACON_DATATEMPLATE.GDT 8/21/19WATER LEVELOBSERVATIONSDEPTH (Ft.)5
10
STRENGTH TEST
FIELD TESTRESULTSCOMPRESSIVESTRENGTH(tsf)TEST TYPESTRAIN (%)PERCENT FINESWATERCONTENT (%)DRY UNITWEIGHT (pcf)ATTERBERG
LIMITS
LL-PL-PI
LOCATION See Exploration Plan
Latitude: 33.009777° Longitude: -97.278758°GRAPHIC LOGMODEL LAYERDEPTH ELEVATION (Ft.)
Approximate Surface Elev.: 625.6 (Ft.) +/-
Page 1 of 1
Advancement Method:
Push Tube
Abandonment Method:
Backfilled with onsite soils
Notes:
Project No.: 95195118
Drill Rig: CME 45
BORING LOG NO. P-1
Hillwood Alliance Services LLCCLIENT:
Fort Worth, Texas
Driller: StrataBore
Boring Completed: 07-30-2019
PROJECT: North Beach Street Phase 2
See Exploration and Testing Procedures for a
description of field and laboratory procedures
used and additional data (If any).
See Supporting Information for explanation of
symbols and abbreviations.
NEQ of North Beach St. & Litsey Rd
Roanoke, Texas
SITE:
Boring Started: 07-30-2019
2501 E Loop 820 N
Fort Worth, TX
No water encountered during drilling
Dry upon completion of drilling
WATER LEVEL OBSERVATIONS
1 SAMPLE TYPE
4.25 (HP)
4.5+ (HP)
4.5+ (HP)
4.5+ (HP)
4.5+ (HP)
20
20
22
18
14
69-24-45
39-16-23
FAT CLAY (CH), with calcareous nodules, dark
brown to brown, hard
LEAN CLAY (CL), with sand, brown, hard
Boring Terminated at 10 Feet
8.0
10.0
616.5+/-
614.5+/-
Stratification lines are approximate. In-situ, the transition may be gradual.THIS BORING LOG IS NOT VALID IF SEPARATED FROM ORIGINAL REPORT. GEO SMART LOG-NO WELL 95195118 NORTH BEACH STREE.GPJ TERRACON_DATATEMPLATE.GDT 8/21/19WATER LEVELOBSERVATIONSDEPTH (Ft.)5
10
STRENGTH TEST
FIELD TESTRESULTSCOMPRESSIVESTRENGTH(tsf)TEST TYPESTRAIN (%)PERCENT FINESWATERCONTENT (%)DRY UNITWEIGHT (pcf)ATTERBERG
LIMITS
LL-PL-PI
LOCATION See Exploration Plan
Latitude: 33.010738° Longitude: -97.278136°GRAPHIC LOGMODEL LAYERDEPTH ELEVATION (Ft.)
Approximate Surface Elev.: 624.7 (Ft.) +/-
Page 1 of 1
Advancement Method:
Push Tube
Abandonment Method:
Backfilled with onsite soils
Notes:
Project No.: 95195118
Drill Rig: CME 45
BORING LOG NO. P-2
Hillwood Alliance Services LLCCLIENT:
Fort Worth, Texas
Driller: StrataBore
Boring Completed: 07-30-2019
PROJECT: North Beach Street Phase 2
See Exploration and Testing Procedures for a
description of field and laboratory procedures
used and additional data (If any).
See Supporting Information for explanation of
symbols and abbreviations.
NEQ of North Beach St. & Litsey Rd
Roanoke, Texas
SITE:
Boring Started: 07-30-2019
2501 E Loop 820 N
Fort Worth, TX
No water encountered during drilling
Dry upon completion of drilling
WATER LEVEL OBSERVATIONS
1
2 SAMPLE TYPE
4.5+ (HP)
4.5+ (HP)
4.5+ (HP)
3.5 (HP)
3.0 (HP)
16
17
16
17
19
66-22-44
FAT CLAY (CH), with calcareous nodules, dark
brown to brown, very stiff to hard
Boring Terminated at 10 Feet
10.0 614.5+/-
Stratification lines are approximate. In-situ, the transition may be gradual.THIS BORING LOG IS NOT VALID IF SEPARATED FROM ORIGINAL REPORT. GEO SMART LOG-NO WELL 95195118 NORTH BEACH STREE.GPJ TERRACON_DATATEMPLATE.GDT 8/21/19WATER LEVELOBSERVATIONSDEPTH (Ft.)5
10
STRENGTH TEST
FIELD TESTRESULTSCOMPRESSIVESTRENGTH(tsf)TEST TYPESTRAIN (%)PERCENT FINESWATERCONTENT (%)DRY UNITWEIGHT (pcf)ATTERBERG
LIMITS
LL-PL-PI
LOCATION See Exploration Plan
Latitude: 33.011816° Longitude: -97.277901°GRAPHIC LOGMODEL LAYERDEPTH ELEVATION (Ft.)
Approximate Surface Elev.: 624.4 (Ft.) +/-
Page 1 of 1
Advancement Method:
Push Tube
Abandonment Method:
Backfilled with onsite soils
Notes:
Project No.: 95195118
Drill Rig: CME 45
BORING LOG NO. P-3
Hillwood Alliance Services LLCCLIENT:
Fort Worth, Texas
Driller: StrataBore
Boring Completed: 07-30-2019
PROJECT: North Beach Street Phase 2
See Exploration and Testing Procedures for a
description of field and laboratory procedures
used and additional data (If any).
See Supporting Information for explanation of
symbols and abbreviations.
NEQ of North Beach St. & Litsey Rd
Roanoke, Texas
SITE:
Boring Started: 07-30-2019
2501 E Loop 820 N
Fort Worth, TX
No water encountered during drilling
Dry upon completion of drilling
WATER LEVEL OBSERVATIONS
1 SAMPLE TYPE
4.5 (HP)
4.25 (HP)
4.5+ (HP)
4.5+ (HP)
4.5+ (HP)
20
23
20
15
16
52-18-34
FAT CLAY (CH), with calcareous nodules, dark
brown to brown, hard
Boring Terminated at 10 Feet
10.0 615+/-
Stratification lines are approximate. In-situ, the transition may be gradual.THIS BORING LOG IS NOT VALID IF SEPARATED FROM ORIGINAL REPORT. GEO SMART LOG-NO WELL 95195118 NORTH BEACH STREE.GPJ TERRACON_DATATEMPLATE.GDT 8/21/19WATER LEVELOBSERVATIONSDEPTH (Ft.)5
10
STRENGTH TEST
FIELD TESTRESULTSCOMPRESSIVESTRENGTH(tsf)TEST TYPESTRAIN (%)PERCENT FINESWATERCONTENT (%)DRY UNITWEIGHT (pcf)ATTERBERG
LIMITS
LL-PL-PI
LOCATION See Exploration Plan
Latitude: 33.012885° Longitude: -97.27759°GRAPHIC LOGMODEL LAYERDEPTH ELEVATION (Ft.)
Approximate Surface Elev.: 625.2 (Ft.) +/-
Page 1 of 1
Advancement Method:
Push Tube
Abandonment Method:
Backfilled with onsite soils
Notes:
Project No.: 95195118
Drill Rig: CME 45
BORING LOG NO. P-4
Hillwood Alliance Services LLCCLIENT:
Fort Worth, Texas
Driller: StrataBore
Boring Completed: 07-30-2019
PROJECT: North Beach Street Phase 2
See Exploration and Testing Procedures for a
description of field and laboratory procedures
used and additional data (If any).
See Supporting Information for explanation of
symbols and abbreviations.
NEQ of North Beach St. & Litsey Rd
Roanoke, Texas
SITE:
Boring Started: 07-30-2019
2501 E Loop 820 N
Fort Worth, TX
No water encountered during drilling
Dry upon completion of drilling
WATER LEVEL OBSERVATIONS
1 SAMPLE TYPE
4.5+ (HP)
4.5+ (HP)
4.5+ (HP)
4.5+ (HP)
4.5+ (HP)
21
20
19
20
20
68-23-45
FAT CLAY (CH), with calcareous nodules, dark
brown to brown, hard
FAT CLAY (CH), with sand and gravel, brown,
hard
Boring Terminated at 10 Feet
8.0
10.0
602+/-
600+/-
Stratification lines are approximate. In-situ, the transition may be gradual.THIS BORING LOG IS NOT VALID IF SEPARATED FROM ORIGINAL REPORT. GEO SMART LOG-NO WELL 95195118 NORTH BEACH STREE.GPJ TERRACON_DATATEMPLATE.GDT 8/21/19WATER LEVELOBSERVATIONSDEPTH (Ft.)5
10
STRENGTH TEST
FIELD TESTRESULTSCOMPRESSIVESTRENGTH(tsf)TEST TYPESTRAIN (%)PERCENT FINESWATERCONTENT (%)DRY UNITWEIGHT (pcf)ATTERBERG
LIMITS
LL-PL-PI
LOCATION See Exploration Plan
Latitude: 33.013972° Longitude: -97.277161°GRAPHIC LOGMODEL LAYERDEPTH ELEVATION (Ft.)
Approximate Surface Elev.: 610.2 (Ft.) +/-
Page 1 of 1
Advancement Method:
Push Tube
Abandonment Method:
Backfilled with onsite soils
Notes:
Project No.: 95195118
Drill Rig: CME 45
BORING LOG NO. P-5
Hillwood Alliance Services LLCCLIENT:
Fort Worth, Texas
Driller: StrataBore
Boring Completed: 07-30-2019
PROJECT: North Beach Street Phase 2
See Exploration and Testing Procedures for a
description of field and laboratory procedures
used and additional data (If any).
See Supporting Information for explanation of
symbols and abbreviations.
NEQ of North Beach St. & Litsey Rd
Roanoke, Texas
SITE:
Boring Started: 07-30-2019
2501 E Loop 820 N
Fort Worth, TX
No water encountered during drilling
Dry upon completion of drilling
WATER LEVEL OBSERVATIONS
1 SAMPLE TYPE
4.5+ (HP)
4.5+ (HP)
34-14-10
N=24
3.5 (HP)
20/12"
44
8
25
10
14 28-16-12
FAT CLAY (CH), with gravel, dark brown, hard
LEAN CLAY (CL), with sand and gravel, tan,
very stiff
CLAYEY SAND (CH), with gravel, orange and
tan, medium dense
LIMESTONE, with clay layers, tan
Boring Terminated at 10 Feet
3.0
6.0
8.0
10.0
598.5+/-
595.5+/-
593.5+/-
591.5+/-
Stratification lines are approximate. In-situ, the transition may be gradual.THIS BORING LOG IS NOT VALID IF SEPARATED FROM ORIGINAL REPORT. GEO SMART LOG-NO WELL 95195118 NORTH BEACH STREE.GPJ TERRACON_DATATEMPLATE.GDT 8/21/19WATER LEVELOBSERVATIONSDEPTH (Ft.)5
10
STRENGTH TEST
FIELD TESTRESULTSCOMPRESSIVESTRENGTH(tsf)TEST TYPESTRAIN (%)PERCENT FINESWATERCONTENT (%)DRY UNITWEIGHT (pcf)ATTERBERG
LIMITS
LL-PL-PI
LOCATION See Exploration Plan
Latitude: 33.015158° Longitude: -97.277129°GRAPHIC LOGMODEL LAYERDEPTH ELEVATION (Ft.)
Approximate Surface Elev.: 601.3 (Ft.) +/-
Page 1 of 1
Advancement Method:
Push Tube
Abandonment Method:
Backfilled with onsite soils
Notes:
Project No.: 95195118
Drill Rig: CME 45
BORING LOG NO. P-6
Hillwood Alliance Services LLCCLIENT:
Fort Worth, Texas
Driller: StrataBore
Boring Completed: 07-30-2019
PROJECT: North Beach Street Phase 2
See Exploration and Testing Procedures for a
description of field and laboratory procedures
used and additional data (If any).
See Supporting Information for explanation of
symbols and abbreviations.
NEQ of North Beach St. & Litsey Rd
Roanoke, Texas
SITE:
Boring Started: 07-30-2019
2501 E Loop 820 N
Fort Worth, TX
No water encountered during drilling
Dry upon completion of drilling
WATER LEVEL OBSERVATIONS
1
2
3
4 SAMPLE TYPE
SUPPORTING INFORMATION
Contents:
Unified Soil Classification System
General Notes to Log Terms
Note: All attachments are one page unless noted above.
UNIFIED SOIL CLASSIFICATION SYSTEM
UNIFIED SOIL CLASSIFICATION SYSTEM
Criteria for Assigning Group Symbols and Group Names Using Laboratory Tests A
Soil Classification
Group
Symbol Group Name B
Coarse-Grained Soils:
More than 50% retained
on No. 200 sieve
Gravels:
More than 50% of
coarse fraction
retained on No. 4 sieve
Clean Gravels:
Less than 5% fines C
Cu ³ 4 and 1 £ Cc £ 3 E GW Well-graded gravel F
Cu < 4 and/or [Cc<1 or Cc>3.0]E GP Poorly graded gravel F
Gravels with Fines:
More than 12% fines C
Fines classify as ML or MH GM Silty gravel F, G, H
Fines classify as CL or CH GC Clayey gravel F, G, H
Sands:
50% or more of coarse
fraction passes No. 4
sieve
Clean Sands:
Less than 5% fines D
Cu ³ 6 and 1 £ Cc £ 3 E SW Well-graded sand I
Cu < 6 and/or [Cc<1 or Cc>3.0]E SP Poorly graded sand I
Sands with Fines:
More than 12% fines D
Fines classify as ML or MH SM Silty sand G, H, I
Fines classify as CL or CH SC Clayey sand G, H, I
Fine-Grained Soils:
50% or more passes the
No. 200 sieve
Silts and Clays:
Liquid limit less than 50
Inorganic:PI > 7 and plots on or above “A”
line J
CL Lean clay K, L, M
PI < 4 or plots below “A” line J ML Silt K, L, M
Organic:Liquid limit - oven dried < 0.75 OL Organic clay K, L, M, N
Liquid limit - not dried Organic silt K, L, M, O
Silts and Clays:
Liquid limit 50 or more
Inorganic:PI plots on or above “A” line CH Fat clay K, L, M
PI plots below “A” line MH Elastic Silt K, L, M
Organic:Liquid limit - oven dried < 0.75 OH Organic clay K, L, M, P
Liquid limit - not dried Organic silt K, L, M, Q
Highly organic soils:Primarily organic matter, dark in color, and organic odor PT Peat
A Based on the material passing the 3-inch (75-mm) sieve.
B If field sample contained cobbles or boulders, or both, add “with cobbles
or boulders, or both” to group name.
C Gravels with 5 to 12% fines require dual symbols: GW-GM well-graded
gravel with silt, GW-GC well-graded gravel with clay, GP-GM poorly
graded gravel with silt, GP-GC poorly graded gravel with clay.
D Sands with 5 to 12% fines require dual symbols: SW-SM well-graded
sand with silt, SW-SC well-graded sand with clay, SP-SM poorly graded
sand with silt, SP-SC poorly graded sand with clay.
E Cu = D60/D10 Cc =
6010
2
30
DxD
)(D
F If soil contains ³ 15% sand, add “with sand” to group name.
G If fines classify as CL-ML, use dual symbol GC-GM, or SC-SM.
H If fines are organic, add “with organic fines” to group name.
I If soil contains ³ 15% gravel, add “with gravel” to group name.
J If Atterberg limits plot in shaded area, soil is a CL-ML, silty clay.
K If soil contains 15 to 29% plus No. 200, add “with sand” or “with
gravel,” whichever is predominant.
L If soil contains ³ 30% plus No. 200 predominantly sand, add
“sandy” to group name.
MIf soil contains ³ 30% plus No. 200, predominantly gravel, add
“gravelly” to group name.
N PI ³ 4 and plots on or above “A” line.
O PI < 4 or plots below “A” line.
P PI plots on or above “A” line.
Q PI plots below “A” line.
GENERAL NOTES TO LOG TERMS
GENERAL NOTES TO LOG TERMS
SAMPLING WATER LEVEL FIELD TESTS
Water levels indicated on the soil boring logs are the levels
measured in the borehole at the times indicated.
Groundwater level variations will occur over time. In low
permeability soils, accurate determination for groundwater
levels is not possible with short term water level
observations.
N Standard Penetration Test
Resistance (Blows/Ft)
(HP)Hand Penetrometer
(T)Torvane
(DCP)Dynamic Cone Penetrometer
UC Unconfined Compressive Strength
(PID)Photo-Ionization Detector
(OVA)Organic Vapor Analyzer
DESCRIPTIVE SOIL CLASSIFICATION
Soil classification is based on the Unified Soil Classification System. Coarse Grained Soils have more than 50% of their dry weight retained on a
#200 sieve; their principal descriptors are: boulders, cobbles, gravel, or sand. Fine Grained Soils have less than 50% of their dry weight retained on
a #200 sieve; they are principally described as clays if they are plastic, and silts if they are slightly plastic or non-plastic. Major constituents may be
added as modifiers and minor constituents may be added according to the relative proportions based on grain size. In addition to gradation, coarse-
grained soils are defined on the basis of their in-place relative density and fine-grained soils on the basis of their consistency.
LOCATION AND ELEVATION NOTES
Unless otherwise noted, Latitude and Longitude are approximately determined using a hand-held GPS device. The accuracy of such devices is
variable. Surface elevation data annotated with +/- indicates that no actual topographical survey was conducted to confirm the surface elevation.
Instead, the surface elevation was approximately determined from topographic maps of the area.
STRENGTH TERMS
RELATIVE DENSITY OF COARSE-GRAINED SOILS
(More than 50% retained on No. 200 sieve.)
Density determined by Standard Penetration Resistance
CONSISTENCY OF FINE-GRAINED SOILS
(50% or more passing the No. 200 sieve.)
Consistency determined by laboratory shear strength testing, field visual-manual
procedures or standard penetration resistance
Descriptive Term
(Density)
Standard Penetration or
N-value
Blows/Ft.
Descriptive Term
(Consistency)
Unconfined Compressive Strength
Qu, (tsf)
Standard Penetration or
N-value
Blows/Ft.
Very Loose 0 - 3 Very Soft Less than 0.25 0 – 1
Loose 4 - 9 Soft 0.25 to 0.5 2 – 4
Medium Dense 10 – 29 Medium Stiff 0.5 to 1.00 4 – 8
Dense 30 – 50 Stiff 1.00 to 2.00 8 – 15
Very Dense >50 Very Stiff 2.00 to 4.00 15 – 30
Hard >4.00 >30
RELATIVE PROPORTIONS OF SAND AND GRAVEL RELATIVE PROPORTIONS OF FINES
Descriptive Term(s) of
other constituents
Percent of
Dry Weight
Descriptive Term(s) of
other constituents
Percent of
Dry Weight
Trace <15 Trace <5
With 15 – 29 With 5 – 12
Modifier >30 Modifier >12
GRAIN SIZE TERMINOLOGY PLASTICITY DESCRIPTION
Major Component of Sample Particle Size Term Plasticity Index
Boulders Over 12 in. (300 mm)Non-plastic 0
Cobbles 12 in. to 3 in. (300 mm to 75 mm)Low 1 – 10
Gravel 3 in. to #4 sieve (75mm to 4.75mm)Medium 11 – 30
Sand #4 to #200 sieve (4.75mm to 0.075mm)High >30
Silt or Clay Passing #200 sieve (0.075mm)
Exhibit "A"
2.SQ8 Acre Right-of-Way Dedication
North Beach Street
BEING a tract ofland situated in the A. Henderson Survey, Abstract Number 596, City of Fort
Worth, Dentan County, Texas, being all of those tracts af land described by deeds to AIL ROW,
LLC, recorded in Instrument Number 2020-125$9b, and Instrurnent Number 2020-125899, both
of Real Property Records, Denton County, Texas and being more particularly described by metes
and bounds as %llows:
BEGINNING at a 5/8 inch iron md with plastic cap stamped "Peloton" found at the northeast
comer of that tract of land described by dedication dEed to the City of Fort Worth, recorded in
Instxument Number 2020-1031 S, being the northwest corner of Lot 3, Block 3, Alliance Center
North, an addition to the City of Fort Worth, recorded in Instrument Number 2019-369, said Real
Property Records;
THENCE N 8� °16'S3"W, 50.00 feet, with tl�e north line of said City of Fart Worth tract ta a 5/8
inch iron rod wit� plastic cap stamped "Peloton" found, at the beginning of a curve to the left;
THENCE with said curve to the left, an arc distance of 50.54 feet, through a central angle of
02°3b'32", having a radius of 1110.00 feet, the lang chord which bears N 07°24'S2"E, SQ.54
feet, to a 5/8 inch iron rod with plastic cap stamped "Peloton" found;
THENCE N 06°06'3C"E, I93.00 feet, to a 5/8 inch iron rod with plastjc cap stamped "Peloton"
set, at the beginning of a curve to the right;
THENCE with said curve to the right, an arc distance of 318.31 feet, through a centra� angle of
15°19'33", having a radius of 1190.00 feet, the long chard which bears N 13°46'22"E, 317.36
feet, to a 518 inch iron rod with plastic cap stamped "Pelaton" set;
THENCE N 21 °26'U9"E, 216.46 feet, to a 5/8 inch iron rod with p�astic cap stamped "Peloton"
set, at the beginning of a curve to the left;
THENCE with said curve to the left, an az'c distance of 422.63 feet, through a centra� angle of
21 °48'S5", having a radius of � 110.00 feet, the long chord which bears N 10°31'42"E, 424.08
feet, to a 518 inch iron rod with plastic cap stamped "Peloton" set;
THENCE N 04°22'46"W, 297.03 feet, to a 518 inch iron rod with plastic cap stamped "Pelaton"
s�t;
THENCE N 45°1 S'49"W, 2834 feet, to a 5/8 inch iron rod with plastic cap stamped "Peloton"
set i� the north line of the aforernentioned Afliance Center North tract, being the northwest
corner of the aforementioned AIL ROW tract, recorded in Insm�ment Numbe�r 2020-125896,
from which a S/8 inch iron rod %und at the northwest comer of said Alliance Center tract, bears
S $9°S 1'08"W, 510.93 feet;
Peloton ]ob No. HWA20440 Trackeng Na. ACF# 779G
ACN6 October 48, 2020
G:1JOB1HWA20040_ACN_AMZLIMASTERDEVI_SURILEGALIHWA20d40_DEi.DOCX Page 1 of3
THENCE N 89°51'08"E, 120.00 feet, with said north line, to a 5/8 inch iron rod with plastic cap
stamped "Peloton" set, at the northwest corner of that tract af land described by deed to Alliance
Center North No. 6, LTD., recorded in Instrument Number 2020-125895, said County Records;
THENCE S 44°44' 11"W, 28.23 feet, departing said north line, with the west line of said
Alliance Center North No. 6 tract to a 5/8 inch iron rod with plastic cap stamped "Peloton" set;
THENCE S 00°22'46"E, 296.71 feet, with said west line, to a 5/8 inch iron rod with plastic cap
stamped "Peloton" set, at the beginning of a curve to the right;
THENCE with said west line and said curve to the right, an arc distance of 453.09 feet, through
a central angIe of 21 °48'SS", having a radius of 1190.00 feet, the long chord which bears
S 10°31'42"W, 450.36 feet, to a 5/8 inch iron rod with plastic cap stampea "Peloton" set;
THENCE S 21 °26'09"W, 216.4b fcet, with said west line to a 5/8 inch iron rod with plastic cap
set, at the beginning of a curve to the left;
THENCE continuing with said west line and vvith said curve to the left, an arc distance of
296.91 feet, through a centrai angle of 15°�9'33", ha�ing a radius af 1110.04 feet, the long chord
which bears S 13°46'22"W, 296.02 feet, to a 5/8 inch iron rod with plastic cap starnped
"Pe�oton" set;
THENCE S 06°OG'36"W, at 114.87 feet, the northeast corrier of that tract oi land described by
deecl to AIL ROW, LLC., recorded in Instrument Number 2020-125899, in all 193.00 fee#, #o a
5/8 inch iron rod with plastic cap stamped "Peloton" set, at the beginning of a curve to the right;
THENCE with said west �ine and said curve to the right, an arc distance of 54.18 feet, through a
central angle of 02°36'32", having a radius of l 190.00 feet, the long chord which bears S
07°24'S2"W, 54.18 feet to the Point of Beginning and containzng 122,332 square feet or 2.808
acres of land mvre or less.
"Integraf parts of this document"
1. Description — 2 �ages
2. Fachibit
Peloton Job No. HWA20040 Tracking No. ACF# 779b
ACN6 October Q8, 2020
G:UOBIHWA20040_ACI�_AMZLIMASTERDEVI_SURILEGALIHWA20040_DEI.DOCX Page 2 of 3
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"INTEGRAL PPRTS OF THIS DOCUMENT�'
1.OESCRIPTION - 2 Pages
2. ExHiBiT
BASIS OF BEARiNG IS THE iEXAS
COORpINATE SYSTEM NAD83, NORTH
CENTRAL ZONE 4202.
iRF • IRON ROD FOUND
IRS • IRON ROD SET
CURvE TABLE
N0. DELTA RADlUS LENGTH BEARING DISTANCE
"Rs C1 02°36'32" 1110.00' S0.54' N 07°29'S2"E 50.54'
C2 02°36'32" 114{�.00' S4.18' S 07°24'S2"w 54.18'
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�w� �� � /� �a Exhibit "A" -
� � �r / Right-of-Way Dedicat�on
�� Nox-t�-i B h Str t
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��I�I ��Nc sa�uTioNs
��0 9800 HILLWOOD PARKWAY, SU�7E 250 � � �4B # HWA2D040
eac ee
51TUATEO IN THE A, HENDERSON SURVEY, ABSTRACY
NIfMABER 596 CITY OF FORT WORTH,
DENTON COUNTY,TEXAS.
fU
dRAWN BY: W.Blades CHECKED BY: T.Bridges DATE: 7.6.2020 �PAGE # 3 of 3
Description of a
Drainage Easement
SEING a tract of land situated in the G.W. Shamblin Survey, Abstract Number 1191, the P.
Matthews Survey, Abstract Nurnber 865 and the A. Henderson Survey, Abstract Number 596,
City of Fort Worth, Denton County, Texas and being a partion of those tracts of land described
by deed to Alliance Center North No.S, LTD, recorded in Instrument Number 2019-12423b,
Real Property Records, Denton County, Texas and being more particularly described by metes
and bounds as follows:
COMMENCING at a 5/8 inch iran rod with plastic cap starnped "Petoton" found at the
northeast corner of said Alliance Center North No. 5 tract, being the northwest corner of that
tract of lanc� described by deed to AIL ROW, LLC., rscordeti in Instrument Number 202Q-
12589b, said County Records;
THENCE S 45°15'49"E, 28.34 feet, uvith the eor�unon line of said Alliance Center North No. S
tract and said AIL ROW tract, to a 51$ inch iron rod with plastic cap stamped "Peloton" found;
THENCE S DO°22'47"E, 181.19 feet, wi#h said common line, to the PQINT OF BEGINNING;
THENCE S 00°22'47"E, 51.96 feet, with said common line;
THENCE N 60°22'46"W, l 84.25 feet;
THENCE S $9°51'48"W, 782.51 feet;
THENCE S 44°Sl'48"W, 39.48 feet;
THENCE N 45°08'S2"W, 54.91 feet;
THENCE S 44°51'0$"W, 45.00 feet;
THENCE N 48°54'49"W, 111.95 feet;
THENCE S 89°51'08"W, 36.90 feet;
THENCE S 15°59'lb"W, 95.35 feet;
THENCE S 02°OS'43"W, 7.95 feet;
THENCE S 02°54'09"E, 19.47 feet;
THENCE S 16°58'32"W, 17.76 feet;
THENCE S 22°18'S9"W, 5.09 feet;
Pelown Job No. HWA20040 Tracking Na. ACF# 7841
ACNS October 23, 2020
G:VOBIHWA20040_ACN_AfvIZLll4(ASTERDEVI_SURIFASEMENT5ILEGALSIHWA20040_�A7.DOCX Page t of3
THENCE N b7°41'Q2"W, 87.94 feet;
THENCE N 22�48'34"W, 31.43 feet;
THENCE N 43°59'46"E, 19.89 feet;
THENCE N 79°31'39"E, 21.49 feet;
THENCE N 02°03'S7"E, 140.41 feet, to the beginning of a curve to the riglit;
THENCE with said curve to the right, an arc distance of 49.71 feet, through a central angle of
29°55'S3", having a radius of 95.17 feet, the long chord which bears N 42°03' 15"W, 49.15 feet,
from which a 5/8 inch iron rod with plastic cap stamped "Peloton" faund at the northwest corner
of the aforementioned Alliance Center North No. 5 tract, bears N 35°l4'16"W, 37.25 feet;
THENCE N 02°57'3b"E, 30.33 feet;
THENCE S 89°39'30"E, 100.54 feet;
THENCE S 43°17'28"E, 10.78 feet;
THENCE S 55°44'25"E, 143.47 feet;
THENCE S 38°57'O1"E, 56.43 feet;
THENCE S 53°24'12"E, 72.09 feet;
THENCE N 89°51'08"E, 799.62 feet;
THENCE S 60°22'46"E, 170.23 feet to the Point of Beginning and containing 93,575 square
feet or 2.148 acres af land more ar less.
"Integral parts of this document"
1. Description — 2 pages
2. Exhibit
PelvYon Job No. HWA20040 Tracking No. ACF# 7841
ACNS October 23, 202Q
G:VOBIHWA20040_ACN_AMZLIMASTERUEVI SURIEASEMENTSILEGALSIHWA20440_EA7.DOCX Page 2 af3
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Approval Spec No.Classsification Manufacturer Model No.National Spec Size
Storm Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 11/28/18)
9/28/2018 33 05 13 Manhole Frames and Covers AccuCast (Govind Steel Company, LTD)MHRC #220605 ASTM A48 AASHTO M306 **24" Dia
9/28/2018 33 05 13 Manhole Cover Neenah Foundry NF-1274-T91 ASTM A48 AASHTO M306 32" Dia
9/28/2018 33 05 13 Manhole Frames and Covers Neenah Foundry NF-1743-LM (Hinged)ASTM A48 AASHTO M306 32" Dia
9/28/2018 33 05 13 Manhole Frame Neenah Foundry NF-1930-30 ASTM A48 AASHTO M306 32.25" Dia
9/28/2018 33 05 13 Manhole Frames and Covers Neenah Foundry R-1743-HV ASTM A48 AASHTO M306 32" Dia
4/3/2019 33 05 13 Manhole Frames and Covers SIP Industries ++2279ST ASTM A48 AASHTO M306 **24" Dia
4/3/2019 33 05 13 Manhole Frames and Covers SIP Industries ++2280ST ASTM A48 AASHTO M306 32" Dia
++ Portions of this product is not made within the United States
CITY OF FORT WORTH
TRANSPORTATION & PUBLIC WORKS DEPARTMENT
STORMWATER MANAGEMENT DIVISION
STANDARD PRODUCT LIST
**Note: All new development and new installation mahnole lids shall meet the minimum 30-inch opening requirement as specified in City Specification 33 05 13. Any smaller opening sizes will only be allowed for existing manholes that require replacement frames
and covers.
Updated: 04/03/2019
* From Original Standard Products List Click to Return to the Table of Content 1