HomeMy WebLinkAboutContract 55552-PM1PROJECT MANUAL
FOR
THE CONSTRUCTION OF
MERCANTILE 615K SF BUILD TO SUIT
IPRC Record No. IPRC20-0126
City Project No. 102942
FID No. 30114-0200431-102942-E07685
File No. W-2730
X File No. X-26674
Betsy Price David Cooke
Mayor City Manager
Christopher P. Harder, P.E.
Director, Water Department
William M. Johnson
Director, Transportation and Public Works Department
Prepared for
The City of Fort Worth
PACHECO KOCH CONSULTING ENGINEERS, INC.
4060 BRYANT IRVIN ROAD
FORT WORTH, TX 76109
TX REG. ENGINEERING FIRM F-469
TX REG. SURVEYING FIRM LS-10008000
CSC No. 55552-PM1
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
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CITY OF FORT WORTH MERCANTILE 615K SF TO BUILD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS PROJECT 102942
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
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CITY OF FORT WORTH MERCANTILE 615K SF TO BUILD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS PROJECT 102942
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
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
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CITY OF FORT WORTH MERCANTILE 615K SF TO BUILD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS PROJECT 102942
Revised March 20, 2020
32 12 73 Asphalt Paving Crack Sealants 12/20/2012
32 13 13 Concrete Paving 12/20/2012
32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps 06/05/2018
32 13 73 Concrete Paving Joint Sealants 12/20/2012
32 14 16 Brick Unit Paving 12/20/2012
32 16 13 Concrete Curb and Gutters and Valley Gutters 10/05/2016
32 17 23 Pavement Markings 11/22/2013
32 17 25 Curb Address Painting 11/04/2013
32 31 13 Chain Fences and Gates 12/20/2012
32 31 26 Wire Fences and Gates 12/20/2012
32 31 29 Wood Fences and Gates 12/20/2012
32 32 13 Cast-in-Place Concrete Retaining Walls 06/05/2018
32 91 19 Topsoil Placement and Finishing of Parkways 12/20/2012
32 92 13 Hydro-Mulching, Seeding, and Sodding 12/20/2012
32 93 43 Trees and Shrubs 12/20/2012
Division 33 - Utilities
33 01 30 Sewer and Manhole Testing 12/20/2012
33 01 31 Closed Circuit Television (CCTV) Inspection 03/03/2016
33 03 10 Bypass Pumping of Existing Sewer Systems 12/20/2012
33 04 10 Joint Bonding and Electrical Isolation 12/20/2012
33 04 11 Corrosion Control Test Stations 12/20/2012
33 04 12 Magnesium Anode Cathodic Protection System 12/20/2012
33 04 30 Temporary Water Services 07/01/2011
33 04 40 Cleaning and Acceptance Testing of Water Mains 02/06/2013
33 04 50 Cleaning of Sewer Mains 12/20/2012
33 05 10 Utility Trench Excavation, Embedment, and Backfill 12/12/2016
33 05 12 Water Line Lowering 12/20/2012
33 05 13 Frame, Cover and Grade Rings – Cast Iron 01/22/2016
33 05 13.10 Frame, Cover and Grade Rings – Composite 01/22/2016
33 05 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to
Grade 12/20/2012
33 05 16 Concrete Water Vaults 12/20/2012
33 05 17 Concrete Collars 12/20/2012
33 05 20 Auger Boring 12/20/2012
33 05 21 Tunnel Liner Plate 12/20/2012
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
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
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CITY OF FORT WORTH MERCANTILE 615K SF TO BUILD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS PROJECT 102942
Revised March 20, 2020
33 12 20 Resilient Seated Gate Valve 12/20/2012
33 12 21 AWWA Rubber-Seated Butterfly Valves 12/20/2012
33 12 25 Connection to Existing Water Mains 02/06/2013
33 12 30 Combination Air Valve Assemblies for Potable Water Systems 12/20/2012
33 12 40 Fire Hydrants 01/03/2014
33 12 50 Water Sample Stations 12/20/2012
33 12 60 Standard Blow-off Valve Assembly 06/19/2013
33 31 12 Cured in Place Pipe (CIPP) 12/20/2012
33 31 13 Fiberglass Reinforced Pipe for Gravity Sanitary Sewers 12/20/2012
33 31 15 High Density Polyethylene (HDPE) Pipe for Sanitary Sewer 12/20/2012
33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 06/19/2013
33 31 21 Polyvinyl Chloride (PVC) Closed Profile Gravity Sanitary Sewer
Pipe 12/20/2012
33 31 22 Sanitary Sewer Slip Lining 12/20/2012
33 31 23 Sanitary Sewer Pipe Enlargement 12/20/2012
33 31 50 Sanitary Sewer Service Connections and Service Line 04/26/2013
33 31 70 Combination Air Valve for Sanitary Sewer Force Mains 12/20/2012
33 39 10 Cast-in-Place Concrete Manholes 12/20/2012
33 39 20 Precast Concrete Manholes 12/20/2012
33 39 30 Fiberglass Manholes 12/20/2012
33 39 40 Wastewater Access Chamber (WAC) 12/20/2012
33 39 60 Epoxy Liners for Sanitary Sewer Structures 12/20/2012
33 41 10 Reinforced Concrete Storm Sewer Pipe/Culverts 07/01/2011
33 41 11 High Density Polyethylene (HDPE) Pipe for Storm Drain 12/20/2012
33 41 12 Reinforced Polyethlene (SRPE) Pipe 11/13/2015
33 46 00 Subdrainage 12/20/2012
33 46 01 Slotted Storm Drains 07/01/2011
33 46 02 Trench Drains 07/01/2011
33 49 10 Cast-in-Place Manholes and Junction Boxes 12/20/2012
33 49 20 Curb and Drop Inlets 12/20/2012
33 49 40 Storm Drainage Headwalls and Wingwalls 07/01/2011
Division 34 - Transportation
34 41 10 Traffic Signals 10/12/2015
34 41 10.01 Attachment A – Controller Cabinet 12/18/2015
34 41 10.02 Attachment B – Controller Specification 02/2012
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
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CITY OF FORT WORTH MERCANTILE 615K SF TO BUILD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS PROJECT 102942
Revised March 20, 2020
Appendix
GC-4.02 Subsurface Physical Conditions
GR-01 60 00 Product Requirements
END OF SECTION
00 42 43
DAP- BID PROPOSAL
Page I of 7
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID
Bidder's Application
Project Item Information Bidder's Proposal
Bidlist Item Specification Unit of Bid
No. Description Section No: Measure Quantity Unit P�ice Bid Value
UNIT I: WATER IMPROVEMENTS
1 �3305 0109 Trench Safety 33 05 10 LF 2808 �$1 00 __ $2 808.00
a__�_, _.,.._ _._�_�_.�_ �__�__.._ _. _...,_...��.. _ _��._.e.._.__....__�__..., r__....,_M.. a._.�.n_„�e.
2 3311 0161 6 PVC Water Pipee _ 33 11 12 LF ___ 81 _$36 00 �_„,$2 91_6,00
_ _ __.a_ � _.._�. _ . ,..� m�..� .
3 �3311 0361 10 PVC Water Pipe y 33 11 12 LF 15 e$48 00 _ $720.00
�. _._. ___ .._�. _ _._a.�._ , __P_. . �,n n.__
3 11 12 LF 2712 $50 ,00 $135 600.00
4 3311 0461 12 PVC Water Pipe 3 . y
� 5..__._ .3312 0001 Fire Hydrant...� . _..ws._ _ �..__._. ___., ___ _. ., 33 12 40 _ y EA � _ .6 $3�691_�� ...__ _$22�146 00_
_ __
6 3312 0117 Connection to Existing� 4 12 Water Main 33� 12 25 ,,EA _ 1__ $3�137 00 _ $3_137.00
7 �3312 3002 6 Gate Valve 33 12 20 EA 6_, $1�1_14 00 $6 684v00
8 3312 3004 10 Gate Valve 33 �12 20 EA 2 $2 081 00 �, $4,162�.00
�.w, _
9 3312 0005 12 Gate Valve 33 12 20 � EA 2 $2,�384 00 $4,768 00
__,. _
rvice 33 12 10 EA 1 $3,017 00 _$3,017 00
_ ,_ � Ou 3312 2203 2 Water Se,._,.. � r ._._. __.,.. � _ . . ..._.. _. _ ... �,. ..... __ ,. ___ �. _w . �_ . _ � � w .. �.. .
11 9999 0001 Automatic Flush Point 00 DO 00 EA 1 $7 018 00 $7 018.00
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TOTAL UNIT I: WATER IMPROVEMENTS $192,976.00
CITY OP FORT WORTH
STANDARD CONSTRUCTION SPECffICATION DOCUMENTS -�DEVELOPERAWARDED PROJECTS
Form� Version May 22, 2019 � XPO C�A Agreement�.
00 42 43
DAP�-BID�PROPOSAL
Page 2 of 7
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID
Bidder's /�pplication
Project Item Information Bidder's Proposal
Bidlist Item Specification Unit of Bid
Description Unit Price Bid Value
No. Section No. Measure Quantity
UNIT II: SANITARY SEWER IMPROVEMENTS
1 3301 A002 Post-CCN Ins�ection 33 01 31 LF 2065 $1 00 $2 065 00
_.._.. __.,.�__ _._._.._..._. � ...._, .. ._. . _ -�__.,,. . .� _ ., .....W __ ,......,_.�d... .._,... ... ...,,, _... .,_;_.r.. „.., , ,..,.�� _ . _L....._ _,-.—,.._.
2 3301 0101 Manhole Vacuum Testing _ 33 01 30 EA 9__ $110 00 $990 00
_ w _,.�__ �_._,_
3 3305 0109 Trench Safet _ 33 05 10 LF 2065 $1 00 $2,065.00
.�_ __.. . .� ._ � _.� ._e. _ ._�. __._Y _ � ..._ . .._. _,_ -___F ____.� _��w_. _� _� ..
33 11 10, 33
4 31 12, 33 31
__ 3331 4115 8 Sewer,Pipe __ _�_ _ _ __ _ _ _ _ ?0 _ LF _ 2065 _ _ $42�00 $86,730,00
_._
5 3339 1001 4 Manhole 33 39 40 EA 9 $4 472 00 $40 248.00
_ 6 s 3339 1003 4 Extra Depth Manhole ry 33 39 10 x33 M,VF _ . 45 µ$210 00 y, $9;450 00
7 . ::
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8
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9
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TOTAL UNIT II: SANITARY SEWER IMPROVEMENTS $141,548.00
CITY OF FORT WORTH
STANDARD CONSTRUCTIONSPECIFICATION DOCLTMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019 XPO CFA Agreement
00 42 43
DAP- BID PROPOSAL
Page 3 oF7
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
.. _ �
-
Bidder's Application
Project Item Information Bidder's Proposal
Bidlist Item Specification Unitof Bid
No. Description Section No. Measure Quantiry Unit Price Bid Value
UNIT Ills DRAINAGE IMPROVEMENTS
1 3349 5001 10 Curb Inlet 33 49 20 EA 1 e_ $6 636 00 $6 636.00
_._ . . � �. _ . ..._ __ ... ____. , .. � __.._ _ .-__A . . ....�.,_ ., _-,K_.,� _,. � � � ... _.. _�. _ , . �._.. . __. � ___.. ._ .._.._ �� _�._ ... .._--
2 3125 0101 SWPPP > 1 acre 31 25 00 LS 1_ _$850 00 _ _$850 00
_ _ _ _ __._, . _..M._�_
_m3 y 3341 0205 24 RCP Class III , 33 �41 10 u _r _. _._ �-F __ . a __._ . , _ 5 __� _ $172 00 _ _ $860 00
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TOTAL UNIT III: DRAINAGE IMPROVEMENTS $8,346.00
CITY OFFORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVECOPER AWARDED�PROJECTS
� Form Version May 22,2019 XPO CFA Agreement
00 42 43
DAP�- BID PROPOSAL
Page 4 oF 7
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID
Bidder's Application
Project Item Information Bidder's Proposal
Bidlist Item Specification Unit of Bid
Description Unit Price Bid Value
No. Section No. Measure Quantity
UNIT IV: PAVING IMPROVEMENTS
1 0241 1000 Remove Conc Pvmt 02 41 15 SY 230 $18.14 $4,172.20
�.w a � _. � ._ _
2 0241 4401 Remove Headwall/SET 02 41 14 EA 1
-� _ _w .�. ..��. .,_.�_... ._.w_� � �..__�_... $15000_00_... ,$15.00000
�. ._ � .
3 3213 0301 4 Conc Sidewalk 32 13 20 SF _19000 $5 50 �104 500 00
_. w,� � : _ � .� � _ n
4 3213 0105 10 Conc Pvmt � 32 13 13 SY 3166 __ $41 24 _$130�565_84
� �. _ . _ _
5 3201 0616 Conc Pvmt Repair Artenal/Industrial 32 01 29 SY 316 $41_ 24 $13 031.84
_ ._ ._ �. . � � �_�. _ . ___ a... _.w. ... ___
6 3217 0003 4 BRK Pvmt Markmg HAS (W} 32 17 23 LF � 2620 $1 20 $3 144:00
�--. _. _ __ ______,. _ _._ __v ,._ .
?__ 3217 0002 4 SLD Pvmt Markmg HAS (Y) _ 32 17 23 w rLF_p y _ 670 _ za$1 20 $804 00.
_..
8 3217 0501 24 SLD Pvmt Marking HAE (W) 32 17 23 LF 50 $11_00 ____ __$550.00
9 3471 0001 Traffic Control _ _,___. _ 34 71 13 MO y 6 $1_091 87 _, ti$6,550_00
�10 9999 0001 Utility Pole Relocation 00 00 00 NS 1 $4 500 00 $4 500,00
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TOTAL UNIT IV: PAVING IMPROVEMENTS $282,817.88
CITY OF�FORT WORTH
STANDARD CONSTRUCTION SPECIF[CATION DOCUMENTS— DEVELOPER AWARDED PROJECTS
Form Version May 22,.2019 XPO CrA Agreement
00 42 43
DAP-BID PROPOSAL
Page 5 of 7
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID
Bidder's Application
Project Item Information Bidder's Proposal
Bidtist Item Specification Unit of Bid
No. Description Section No. Measure Quantity Unit Price Bid Value
UNIT V: STREET LIGHTING IMPROVEMENTS
1 _ 2605 3015 2 CONDT PVC SCH 80 (T) 26,05 33 LF 980 „$17.36 __ $17_012,80
-- � .
2 2605 3016 2 CONDT PVC SCH 80 (B) 26 05 33 LF _ 75
____� ��_� � �_.__.w. , „.e�$6903 $4,427.25
3 3441 1405 NO 2�Insulated Elec Condr 34 41 10 LF 2080 $4 19 $8 715�20
_..� _��_..___ �.__ _�_�,._ � �._� _M�__,_,�w_ .,..�,. :_._ _...w_� _..a.._._._...�._,_ .. ..__ __... .,...,,_-____..�
4 3441.1408 NO 6 Insulated Elec Condr 34 41 10 .LF 1820 w„ _ $1 93 $3 512.60
____._ _ _u _�__�.��_ .__ __„_.__ M. ____r ___.._..___ _.,_..._�__ .��._�. _�._,__ � .�_, �.�.. w�._._ _�..�.,�,.w.�.a_
5 3441 1409 NO 8 Insulated Elec Condr 34 41 10 LF 1050 $1 76 $1 848.00
__. _ _�__�..._. . . . . _ . __�... .. �..__.._ �_��.�__a �
6 3441 1410 NO 10 Insulated Elec Condr 34 41 10 LF 650 $1.28 $832.00
7 3441 1502 Ground Box Type B w/Apron 34 41 10 EA 4__ _„$760 00 _ $3,040,00
�il 8 3441 1645 Furnish/Install Type 33A Arm 34 41 20 EA 5 „_$350 00 $1,750.00
9 3441 3003 Rdwy„Illum Assmbly TY 18 18A 19 and D 34 41 20 µEA ____ _ 5 $2,732 00 __ $13 660 00
_._._ _
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10 3441 3302 Rdwy Illum Foundafion TY 3 5 6 and 8 34 41 20 EA 7 $1 718 86 $12 032 02
11 3441 3358 Furnish/Install Rdway�lllum TY D 40 9T 34 41 20 EA 2 $4L926 39 _$9,852.78_
_, �� _ �v . N.�.�:_. _ .W.._._.._. .. ._. _ W__ , . . .._. .__. ,_ . �_._ ...,_. __ .a..�.V ._�.___
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TOTAL UNIT V: STREET LIGHTING IMPROVEMENTS $76,682.65
CITY OF FORT WORTH�
STANDARD CONSTRUCTION SPECIFiCATION DOCUMENTS�- DEVELOPER AWARDED PROJECTS
Form Versiw May22,2019 XPO CFA Agreement
00 42 43
DAP - BID PROPOSAL
Page � of 7
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID
Bidder's Application
Project Item Information Bidde�'s Proposai
BidlistItem Specification U�itof Bid
Description Unit Price Bid Value
No. Section No. Measure Quantity
UNIT VI: TRAFFIC SIGNAL IMPROVEMENTS
1
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2
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3
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4
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6
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7
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8
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9
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10
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15
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16
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17
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34
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35
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39
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41
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42
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43
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44
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45
TOTAL UNIT VI: TRAFFIC SIGNAL IMPROVEMENTS
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION�DOCUMENTS -DEVELOPER AWARDED PR0IECTS
Fortn Version May 22, 2019 XI'O CPA Agreement
00 42 43
DAP - B1D PROPOSAL
Page 7 of 7
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID
Bidder's Application
Project Item Information Bidder's Proposal
Bidlist Item Description Specification Unit of Bid Unit Price Bid Value
No. Section No. Measure Quantity
Bid Summary
UNIT I: WATER IMPROVEMENTS
UNIT II: SANITARY SEWER IMPROVEMENTS
UNIT III: DRAINAGE IMPROVEMENTS
UNIT IV: PAVING IMPROVEMENTS
UNIT V: STREET LIGHTING IMPROVEMENTS
UNIT VI: TRAFFIC SIGNAL IMPROVEMENTS
Total Construction Bid
This Bid is submitted b,y the entity named below:
BIDDER:
•�-C s�t: re3;�e ]irr�— .
<:�ddress tlere>
<:�ddress Here or Blank=
<l'ih�, tita[e'I.ip (�ode klere>
BY: i3ob �luore (�omtrucd�;�;
I�I10 n\ � • tion Rd.
'/Y�'
�
TITLE: ��P Pre-(�unstructiu❑
DATE: I2; I i2U?0
Contractor agrees to complete WORK for FINAL ACCEPTANCE within
CONTRACT commences to run as provided in the General Conditions.
$141,548.00
�.... _. _ ,.._..._.....
$8,346.00
$282,817.88
._... ...
$76,682.65
'�. (3 working days after the date when the
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019 XPO CFA Agreement
0045 12DAP PREQUALIFICATION STATEMENTPage 1 of 1SECTION 00 45 12DAP - PREQUALIFICATION STATEMENTEach Bidder is required to complete the information below by identifying the prequalified contractorsand/or subcontractors whom they intend to utilize for the major work type(s) listed. In the "Major WorkType" box provide the complete maior work type and actual description as provided by the WaterDepartment for water and sewer and TPW for paving.Major Work TypeWastewater New DevelopmentOpen Cut (8" and under)Water New Development OpenCut (12" and under)Street LightsContractor/Subcontractor Company NameMaverick Utility Construction, Inc.Maverick Utility Construction, Inc.Bean Electrical Inc.PrequalificationExpiration Date04/30/202104/30/20213/9/2023The undersigned hereby certifies that the contractors and/or subcontractors described in the table aboveare currently prequalified for the work types listed.BTODER:Bob Moore ConstructionIll ON Watson RoadArlington, TX 76011BY: MarkDuvall(Signature)TITLE: VP Pre-ConstructionDATE: ^ _ <r - Z -. -—END OF SECTIONCITY OF FORT WORTHSTANDARD CONSTRUCTION PREQUALIFICATION STATEMENT-DEVELOPER AWARDED PROJECTS00 45 12_Prequalification Statement 2015_DAPForm Version September 1, 2015
004526-1CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAWPage 1 of 21 SECTION 00 45 262 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW3 Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it4 provides worker's compensation insurance coverage for all of its employees employed on City5 Project No. 102942. Contractor further certifies that, pursuant to Texas Labor Code, Section6 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with7 worker's compensation coverage.CONTRACTOR:101112131415161718192021222324252627282930313233343536By:.CompanySignature:(Please Print)•^ ^AddressTitle:(Please Print)City/State/ZipTH ESTATE OF TEXASCOUNTY OF TARRANTBEFORE ME, the undersigned authority, on this day personally appeared:''nn'.^^n._, known to me to be the person whose name issubscribed to the foregoing instrument, and acknowledged to me that he/she executed thesame as the act and deed of ^€C /l\fr^ i ^ ^ t f—yF^' C /T^ .'^ftyj.the purposes andconsideration therein expressed and in the capacity therein stated.GIVEN UNDER MY HAND AND SEAL OF OFFICE thish^r-'. _,^_{-^_day of^US.^.^ASU-A^^-^^^fy^^^^^^Debra MooreNOTARY PUBLICSTATE OF TEXASMY COMM.EXP 11/08/2021NOTARY ID# 574100-3X ^'7^^ -'//\3'-C-<^^C / .^_-'Notary Public in and for the State of TexasCITI' OF FORT WORTHSTANDARD CONSTRUCTION SPECIFICATION DOCUMENTSRevised April 2, 2014MERCANTILE 615KSF TO BUILDPROJECT 102942Bob Moore Construction, Inc.Ed McGuire3611 William D Tate Ave.Grapevine, TX 76051President
004526-2CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAWPage 2 of 212 END OF SECTIONCm'OF FORTWORTH MERCANTILE 615K SF TO BUILDSTANDARD CONSTRUCTION SPECIFICATION DOCUMENTS PROJECT 102942Revised April 2, 2014
00 52 43 - 1
Developer Awarded Project Agreement
Page 1 of 6
CITY OF FORT WORTH MERCANTILE 615K SF TO BUILD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS PROJECT 102942
Revised June 16, 2016
SECTION 00 52 43 1
AGREEMENT 2
THIS AGREEMENT, authorized on ______________is made by and between the Developer, 3
ETMP Dallas I LLC, authorized to do business in Texas (“Developer”) , and Bob Moore 4
Construction, authorized to do business in Texas, acting by and through its duly authorized 5
representative, (“Contractor”). 6
Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree 7
as follows: 8
Article 1. WORK 9
Contractor shall complete all Work as specified or indicated in the Contract Documents for the 10
Project identified herein. 11
Article 2. PROJECT 12
The project for which the Work under the Contract Documents may be the whole or only a part 13
is generally described as follows: 14
Mercantile 615K SF Build to Suit____________________________________________________ 15
102942_____________________________________________________ 16
Article 3. CONTRACT TIME 17
3.1 Time is of the essence. 18
All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 19
Documents are of the essence to this Contract. 20
3.2 Final Acceptance. 21
The Work will be complete for Final Acceptance within 240 working days after the date 22
when the Contract Time commences to run as provided in Paragraph 12.04 of the 23
Standard City Conditions of the Construction Contract for Developer Awarded Projects. 24
3.3 Liquidated damages 25
Contractor recognizes that time is of the essence of this Agreement and that Developer 26
will suffer financial loss if the Work is not completed within the times specified in 27
Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 28
of the Standard City Conditions of the Construction Contract for Developer Awarded 29
Projects. The Contractor also recognizes the delays, expense and difficulties involved in 30
00 52 43 - 2
Developer Awarded Project Agreement
Page 2 of 6
CITY OF FORT WORTH MERCANTILE 615K SF TO BUILD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS PROJECT 102942
Revised June 16, 2016
proving in a legal proceeding the actual loss suffered by the Developer if the Work is not 31
completed on time. Accordingly, instead of requiring any such proof , Contractor agrees 32
that as liquidated damages for delay (but not as a penalty), Contractor shall pay 33
Developer zero Dollars ($0.00) for each day that expires after the time specified in 34
Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of Acceptance. 35
Article 4. CONTRACT PRICE 36
Developer agrees to pay Contractor for performance of the Work in accordance with the 37
Contract Documents an amount in current funds of seven-hundred and two thousand three-38
hundred and seventy and fifty-three Dollars ($702,370.53). 39
Article 5. CONTRACT DOCUMENTS 40
5.1 CONTENTS: 41
A. The Contract Documents which comprise the entire agreement between Developer 42
and Contractor concerning the Work consist of the following: 43
1. This Agreement. 44
2. Attachments to this Agreement: 45
a. Bid Form (As provided by Developer) 46
1) Proposal Form (DAP Version) 47
2) Prequalification Statement 48
3) State and Federal documents (project specific) 49
b. Insurance ACORD Form(s) 50
c. Payment Bond (DAP Version) 51
d. Performance Bond (DAP Version) 52
e. Maintenance Bond (DAP Version) 53
f. Power of Attorney for the Bonds 54
g. Worker’s Compensation Affidavit 55
h. MBE and/or SBE Commitment Form (If required) 56
3. Standard City General Conditions of the Construction Contract for Developer 57
Awarded Projects. 58
4. Supplementary Conditions. 59
00 52 43 - 3
Developer Awarded Project Agreement
Page 3 of 6
CITY OF FORT WORTH MERCANTILE 615K SF TO BUILD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS PROJECT 102942
Revised June 16, 2016
5. Specifications specifically made a part of the Contract Documents by attachment 60
or, if not attached, as incorporated by reference and described in the Table of 61
Contents of the Project’s Contract Documents. 62
6. Drawings. 63
7. Addenda. 64
8. Documentation submitted by Contractor prior to Notice of Award. 65
9. The following which may be delivered or issued after the Effective Date of the 66
Agreement and, if issued, become an incorporated part of the Contract 67
Documents: 68
a. Notice to Proceed. 69
b. Field Orders. 70
c. Change Orders. 71
d. Letter of Final Acceptance. 72
73
74
00 52 43 - 4
Developer Awarded Project Agreement
Page 4 of 6
CITY OF FORT WORTH MERCANTILE 615K SF TO BUILD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS PROJECT 102942
Revised June 16, 2016
Article 6. INDEMNIFICATION 75
6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 76
expense, the city, its officers, servants and employees, from and against any and all 77
claims arising out of, or alleged to arise out of, the work and services to be performed by 78
the contractor, its officers, agents, employees, subcontractors, licenses or invitees under 79
this contract. This indemnification provision is specifically intended to operate and be 80
effective even if it is alleged or proven that all or some of the damages being sought 81
were caused, in whole or in part, by any act, omission or negligence of the city. This 82
indemnity provision is intended to include, without limitation, indemnity for costs, 83
expenses and legal fees incurred by the city in defending against such claims and causes 84
of actions. 85
86
6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 87
the city, its officers, servants and employees, from and against any and all loss, damage 88
or destruction of property of the city, arising out of, or alleged to arise out of, the work 89
and services to be performed by the contractor, its officers, agents, employees, 90
subcontractors, licensees or invitees under this contract. This indemnification provision 91
is specifically intended to operate and be effective even if it is alleged or proven that all 92
or some of the damages being sought were caused, in whole or in part, by any act, 93
omission or negligence of the city. 94
95
Article 7. MISCELLANEOUS 96
7.1 Terms. 97
Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of 98
the Construction Contract for Developer Awarded Projects. 99
7.2 Assignment of Contract. 100
This Agreement, including all of the Contract Documents may not be assigned by the 101
Contractor without the advanced express written consent of the Developer. 102
7.3 Successors and Assigns. 103
Developer and Contractor each binds itself, its partners, successors, assigns and legal 104
representatives to the other party hereto, in respect to all covenants, agreements and 105
obligations contained in the Contract Documents. 106
(Printed Name)Title;Company Name:Address:City/State/Zip:Date005243-6Developer Awarded Proiect AgreementP,ige 6 of 6^ G^t^\(Printed Name)Title: /^r.•^rCompany name: /f^c (^J C^-^ifv-f ^^-<-Address:VfJ^ C^ff^^o^__5'^^e (j3q.y?,e/Z,p: ^ ^,/^ % 7^/<^ ?H-/^-^1Date126Cm OF FORT WORTHSTANDARD CO'^STRUCriOIJSP£CIFICATIOIJDOCUI/IEUfS-DE'/EI.Ofn'A'//AHI.ir[.>PKOJI:Cr5Revised June 16,2016MERCANTILE 615K SF TO BUILDPROJECT 102942Ed McGuirePresident3611 William D. Tate AveGrapevine, TX 76051Bob Moore Construction, Inc.H-/^-^1H 4-14-21
^' •; r ^:-:•-•;• ^:.:- ^M r.'-,< ••.•l^<; •\^-W,^.-'I.;l' • rf ••107 7.4 Severability.108 Any provision or part of the Contract Documents he;d to be li-iconstitutioiul. vnid or109 unenforceable by a court of competent jurisdiction st'a,i be deemed strickt'n. .ind >ilt110 remaining provisions shall continue to be valid and b."d -g upon DEVELOPER <indIll CONTRACTOR.112 7.5 Governing Law and Venue.113 This Agreement, including all of the Contract Documents is perform^blt' in the St.itc of114 Texas. Venue shall be Tarrant County, Texas, or the- United Stntcs Diitrict Court for tlu'115 Northern District of Texas, Fort Worth Division.116117 7.6 Authority to Sign,118119120Contractor shall attach evidence of authority to sign Agreement, if other than dulyauthorized signatory of the Contractor.121 IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple122 counterparts.123124 This Agreement is effective as of the last date signed by the Parties ("Effective Date").125Contractor:Developer:Er/^P IL//^ TZ/cBy••^/ r(Signature)By:^(Signature)/f{^f€f^CIT/OF FORT WORTHSTANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTSRevised June 16, 2016MERCANTILE 615K SF TO BUILDPROJECT 102942Bob Moore Construction, Inc.President
00 62 19 -1MAINTENANCE BONDPage 1 of 5Bond Number: 1069525731 SECTION 00 62 192 MAINTENANCE BOND34 TH ESTATE OF TEXAS §5 § KNOW ALL BY THESE PRESENTS:6 COUNTY OF TARRANT §78 That we Bob Moore Construction, Inc. . known as9 "Principal" herein and Travelers Casualty and Surety Company of America, a corporate surety10 (sureties, if more than one) duly authorized to do business in the State of Texas, known as11 "Surety" herein (whether one or more), are held and firmly bound unto the Developer,12 Mercantile Partners, L.P., authorized to do business in Texas ("Developer") and the City of Fort13 Worth, a Texas municipal corporation ("City"), in the sum14 Ofseven Hundred Forty Four Thousand Nine Hundred Twelve and No/100 Dollars ($ 744,912.00 _),15 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment16 of which sum well and truly be made jointly unto the Developer and the City as dual obligees17 and their successors, we bind ourselves, our heirs, executors, administrators, successors and18 assigns, jointly and severally, firmly by these presents.1920 WHEREAS, Developer and City have entered into an Agreement for the construction of21 community facilities in the City of Fort Worth by and through a Community Facilities Agreement,22 CFA Number 20-0121; and23 WHEREAS, the Principal has entered into a certain written contract with the Developer24 awarded the_ day of _, 20_, which Contract is25 hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish26 all materials, equipment labor and other accessories as defined by law, in the prosecution of the27 Work, including any Work resulting from a duly authorized Change Order (collectively herein,28 the "Work") as provided for in said Contract and designated as MERCANTILE 615KSF BUILD TO29 SUIT; andCITY OF FORT WORTH MERCANTILE 615KSF TO BUILDSTANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTS PROJECT 102942Revised January 31, 2012
00 62 19 - 2MAINTENANCE BONDPage 2 of 52 WHEREAS, Principal binds itself to use such materials and to so construct the Work in3 accordance with the plans, specifications and Contract Documents that the Work is and will4 remain free from defects in materials or workmanship for and during the period of two (2) years5 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and7 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part upon8 receiving notice from the Developer and/or City of the need thereof at any time within the9 Maintenance Period.1011 NOW THEREFORE, the condition of this obligation is such that if Principal shall remedy12 any defective Work, for which timely notice was provided by Developer or City, to a completion13 satisfactory to the City, then this obligation shall become null and void; otherwise to remain in14 full force and effect.1516 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely17 noticed defective Work, it is agreed that the Developer or City may cause any and all such18 defective Work to be repaired and/or reconstructed with all associated costs thereof being19 borne by the Principal and the Surety under this Maintenance Bond; and2021 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in22 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort23 Worth Division; and2425 PROVIDED FURTHER, that this obligation shall be continuous in nature and successive26 recoveries may be had hereon for successive breaches.CITY OF FORT WORTH MERCANTILE 615KSF TO BUILDSTANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTS PROJECT 102942Revised January 31, 2012
00 62 19 - 3MAINTENANCE BONDPage 3 of 5CITY OF FORTWORTH MERCANTILE 615KSF TO BUILDSTANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTS PROJECT 102942Revised January 31, 2012
00 62 19 - 4MAINTENANCE BONDPage 4 of 5IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALEDJthisFt^ day of Apr/ /instrument by duly authorized agents and officers on this the,20 21 .12345678910 AftESJ:11121314151617181920212223242526272829W&.^ &J^(Principal) Secretary.^/\-^ "/1^Witness as to PrincipalPRINCIPAL:Bob Moore Construction, Inc.Signat^e^6.fry /. ^0'^o X ^(/pName and TitleAddress: Bob Moore Construction, Inc.1110 North Watson RoadArlington, TX 76011SURETY:Travelers Casualty and Surety Company of AmericaByF^t^/^.^.^SignatureCITY OF FORT WORTHSTANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTSRevised January 31, 2012MERCANTILE 615K SF TO BUILDPROJECT 102942
00 62 19 - SMAINTENANCE BONDPages of 523 Payton Blanchard, Attorney-in-Fact4 ATTEST: Name and Title56 See Attached Power-of-Attornev Address:Travelers Casualty & Surety Company of America7 (Surety) Secretary8 One Tower Square910 ., . . , Hartford, CT 06183ii y'uH/ut ^Katie Rogers, Witness^ ,vc.u^ .v^y^.o, »v,ui^^ Telephone Number: 860-277-01111314 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract15 from the by-laws showing that this person has authority to sign such obligation. If16 Surety's physical address is different from its mailing address, both must be provided.1718 The date of the bond shall not be prior to the date the Contract is awarded.19CITY OF FORT WORTH MERCANTILE 615KSF TO BUILDSTANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTS PROJECT 102942Revised January 31, 2012
TRAVELERS!Travelers Casualty and Surety Company of AmericaTravelers Casualty and Surety CompanySt. Paul Fire and Marine Insurance CompanyPOWER OF ATTORNEYKNOW ALL MEN BY THESE PRESENTS: That Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St.Paul Fire and Marine Insurance Company are corporations duly organized under the laws of the State of Connecticut (herein collectively called the"Companies"), and that the Companies do hereby make, constitute and appoint Payton Blanchard of FORT WORTHTexas , their true and lawful Attorney-in-Fact to sign, execute, seal and acknowledge any and all bonds, recognizances,conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing thefidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in anyactions or proceedings allowed by law.IN WITNESS WHEREOF, the Companies have caused this instrument to be signed, and their corporate seals to be hereto affixed, this 17th day of January,2019.State of ConnecticutCity of Hartford ss.By:.Robert L. Rane^Senior Vice PresidentOn this the 17th day of January, 2019, before me personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice Presidentof Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company, andthat he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of saidCompanies by himself as a duly authorized officer.f's'iS'"ASif:IN WITNESS WHEREOF, I hereunto set my hand and official seal. /•^'^\HOWrt \.\My Commission expires the 30th day of June, 2021 {*| <»"• I*]Anna P. Nowik, Notary Publicpuauc5^This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Travelers Casualty andSurety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company, which resolutions are now in fullforce and effect, reading as follows:RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, anySecond Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact andAgents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to signwith the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of abond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revokethe power given him or her; and it isFURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any VicePresident may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each suchdelegation is in writing and a copy thereof is filed in the office of the Secretary; and it isFURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditionalundertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, anySenior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or anyAssistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, ifrequired) by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by oneor more Company officers pursuant to a written delegation of authority; and it isFURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any VicePresident, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power ofAttorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys-in-Fact for purposes only ofexecuting and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attorney or certificate bearingsuch facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimilesignature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached.1, Kevin E. Hughes, the undersigned, Assistant Secretary of Travelers Casualty and Surety Company of America, Travelers Casualty and SuretyCompany, and St. Paul Fire and Marine Insurance Company, do hereby certify that the above and foregoing is a true and correct copy of the Power ofAttorney executed by said Companies, which remains in full force and effect.Dated thisday of^2^c^n"wmr/v,^^^^tevin E. Hughes, Assistant Secretary<t^-To verify the authenticity of this Power of Attorney, please call us at 1-800-421-3880.Please refer to the above-named Attorney-in-Fact and the details of the bond to which this Power of Attorney is attached.
IMPORTANT NOTICETo obtain information or make a complaint:You may call Travelers Casualty and Surety Company of America and its affiliates'toll-free telephone number for information or to make a complaint at:1-800-328-2189You may contact the Texas Department of Insurance to obtain information oncompanies, coverages, rights or complaints at:1-800-252-3439You may write the Texas Department of Insurance:P.O. Box 149104Austin, TX 78714-9104Fax:(512)475-1771Web: http://www.tdi.state.tx.usE-mail: ConsumerProtection(a)tdi.state.tx.usPREMIUM OR CLAIM DISPUTES:Should you have a dispute concerning your premium or about a claim you shouldcontact your Agent or Travelers first. If the dispute is not resolved, you may contact theTexas Department of Insurance.ATTACH THIS NOTICE TO YOUR BOND:This notice is for information only and does not become a part or condition of theattached document and is given to comply with Texas legal and regulatory requirements.(PN.042-B) Ed. 10.18.07
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
STANDARD CITY CONDITIONS
OF THE CONSTRUCTION CONTRACT
FOR DEVELOPER AWARDED PROJECTS
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
STANDARD CITY CONDITIONS OF THE
CONSTRUCTION CONTRACT
FOR DEVELOPER AWARDED PROJECTS
TABLE OF CONTENTS
Page
Article 1 – Definitions and Terminology .......................................................................................................... 1
1.01 Defined Terms ............................................................................................................................... 1
1.02 Terminology .................................................................................................................................. 5
Article 2 – Preliminary Matters ......................................................................................................................... 6
2.01 Before Starting Construction ........................................................................................................ 6
2.02 Preconstruction Conference .......................................................................................................... 6
2.03 Public Meeting .............................................................................................................................. 6
Article 3 – Contract Documents and Amending ............................................................................................... 6
3.01 Reference Standards ..................................................................................................................... 6
3.02 Amending and Supplementing Contract Documents .................................................................. 6
Article 4 – Bonds and Insurance ....................................................................................................................... 7
4.01 Licensed Sureties and Insurers ..................................................................................................... 7
4.02 Performance, Payment, and Maintenance Bonds ........................................................................ 7
4.03 Certificates of Insurance ............................................................................................................... 7
4.04 Contractor’s Insurance .................................................................................................................. 9
4.05 Acceptance of Bonds and Insurance; Option to Replace ........................................................... 12
Article 5 – Contractor’s Responsibilities ........................................................................................................ 12
5.01 Supervision and Superintendent ................................................................................................. 12
5.02 Labor; Working Hours ................................................................................................................ 13
5.03 Services, Materials, and Equipment ........................................................................................... 13
5.04 Project Schedule .......................................................................................................................... 14
5.05 Substitutes and “Or-Equals” ....................................................................................................... 14
5.06 Pre-Qualification of Bidders (Prime Contractors and Subcontractors) ..................................... 16
5.07 Concerning Subcontractors, Suppliers, and Others ................................................................... 16
5.08 Wage Rates.................................................................................................................................. 18
5.09 Patent Fees and Royalties ........................................................................................................... 19
5.10 Laws and Regulations ................................................................................................................. 19
5.11 Use of Site and Other Areas ....................................................................................................... 19
5.12 Record Documents ...................................................................................................................... 20
5.13 Safety and Protection .................................................................................................................. 21
5.14 Safety Representative ................................................................................................................. 21
5.15 Hazard Communication Programs ............................................................................................. 22
5.16 Submittals .................................................................................................................................... 22
5.17 Contractor’s General Warranty and Guarantee .......................................................................... 23
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
5.18 Indemnification ........................................................................................................................... 24
5.19 Delegation of Professional Design Services .............................................................................. 24
5.20 Right to Audit: ............................................................................................................................ 25
5.21 Nondiscrimination....................................................................................................................... 25
Article 6 – Other Work at the Site ................................................................................................................... 26
6.01 Related Work at Site ................................................................................................................... 26
Article 7 – City’s Responsibilities................................................................................................................... 26
7.01 Inspections, Tests, and Approvals .............................................................................................. 26
7.02 Limitations on City’s Responsibilities ....................................................................................... 26
7.03 Compliance with Safety Program ............................................................................................... 27
Article 8 – City’s Observation Status During Construction ........................................................................... 27
8.01 City’s Project Representative ..................................................................................................... 27
8.02 Authorized Variations in Work .................................................................................................. 27
8.03 Rejecting Defective Work .......................................................................................................... 27
8.04 Determinations for Work Performed .......................................................................................... 28
Article 9 – Changes in the Work ..................................................................................................................... 28
9.01 Authorized Changes in the Work ............................................................................................... 28
9.02 Notification to Surety .................................................................................................................. 28
Article 10 – Change of Contract Price; Change of Contract Time ................................................................ 28
10.01 Change of Contract Price ............................................................................................................ 28
10.02 Change of Contract Time............................................................................................................ 28
10.03 Delays .......................................................................................................................................... 28
Article 11 – Tests and Inspections; Correction, Removal or Acceptance of Defective Work ...................... 29
11.01 Notice of Defects ........................................................................................................................ 29
11.02 Access to Work ........................................................................................................................... 29
11.03 Tests and Inspections .................................................................................................................. 29
11.04 Uncovering Work ....................................................................................................................... 30
11.05 City May Stop the Work ............................................................................................................. 30
11.06 Correction or Removal of Defective Work ................................................................................ 30
11.07 Correction Period ........................................................................................................................ 30
11.08 City May Correct Defective Work ............................................................................................. 31
Article 12 – Completion .................................................................................................................................. 32
12.01 Contractor’s Warranty of Title ................................................................................................... 32
12.02 Partial Utilization ........................................................................................................................ 32
12.03 Final Inspection ........................................................................................................................... 32
12.04 Final Acceptance ......................................................................................................................... 33
Article 13 – Suspension of Work .................................................................................................................... 33
13.01 City May Suspend Work ............................................................................................................ 33
Article 14 – Miscellaneous .............................................................................................................................. 34
14.01 Giving Notice .............................................................................................................................. 34
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
14.02 Computation of Times ................................................................................................................ 34
14.03 Cumulative Remedies ................................................................................................................. 34
14.04 Survival of Obligations ............................................................................................................... 35
14.05 Headings ...................................................................................................................................... 35
00 73 10- 1
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 1 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
ARTICLE 1 – DEFINITIONS AND TERMINOLOGY
1.01 Defined Terms
A. Wherever used in these General Conditions or in other Contract Documents, the terms listed
below have the meanings indicated which are applicable to both the singular and plural thereof,
and words denoting gender shall include the masculine, feminine and neuter. Said terms are
generally capitalized or written in italics, but not always. When used in a context consistent with
the definition of a listed-defined term, the term shall have a meaning as defined below whether
capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial
capital letters in the Contract Documents include references to identified articles and paragraphs,
and the titles of other documents or forms.
1. Agreement - The written instrument which is evidence of the agreement between Developer
and Contractor covering the Work
2. Asbestos—Any material that contains more than one percent asbestos and is friable or is
releasing asbestos fibers into the air above current action levels established by the United
States Occupational Safety and Health Administration.
3. Business Day – A business day is defined as a day that the City conducts normal business,
generally Monday through Friday, except for federal or state holidays observed by the City.
4. Buzzsaw – City’s on-line, electronic document management and collaboration system.
5. Calendar Day – A day consisting of 24 hours measured from midnight to the next midnight.
6. City— The City of Fort Worth, Texas, a Texas home-rule municipal corporation, acting by,
its governing body through its City Manager, his designee, or agents authorized pursuant to
its duly authorized charter on his behalf.
7. Community Facilities Agreement (CFA) -–A Contract between the Developer and the City
for the Construction of one or more following public facilities within the City public right-of-
way or easement: Water, Sanitary Sewer, Street, Storm Drain, Street Light, and Street Signs.
A CFA may include private facilities within the right-of-way dedicated as private right-of-
way or easement on a recorded plat.
8. Contract—The entire and integrated written document incorporating the Contract
Documents between the Developer, Contractor, and/or City concerning the Work. The
Contract supersedes prior negotiations, representations, or agreements, whether written or
oral.
9. Contract Documents—Those items that make up the contract and which must include the
Agreement, and it’s attachments such as standard construction specifications, standard City
Conditions, other general conditions of the Developer, including:
a. An Agreement
00 73 10- 2
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 2 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
b. Attachments to the Agreement
i. Bid Form
ii. Vendor Compliance with State Law Non-Resident Bidder
iii. Prequalification Statement
c. Current Prevailing Wage Rates Table (if required by City)
d. Insurance Accord Form
e. Payment Bond
f. Performance Bond
g. Maintenance Bond
h. Power of Attorney for Bonds
i. Workers Compensation Affidavit
j. MWBE Commitment Form( If required by City)
k. General Conditions
l. Supplementary Conditions
m. The Standard City Conditions
n. Specifications specifically made part of the Contract Documents by attachment, if
not attached, as incorporated by reference and described in the Table of Contents of
the Project’s Contract Documents
o. Drawings
p. Documentation submitted by contractor prior to Notice of Award.
q. The following which may be delivered or issued after the effective date if the
Agreement and, if issued become an incorporated part of the Contract Documents
i. Notice to Proceed
ii. Field Orders
iii. Change Orders
iv. Letters of Final Acceptance
r. Approved Submittals, other Contractor submittals, and the reports and drawings of
subsurface and physical conditions are not Contract Documents.
10. Contractor—The individual or entity with whom Developer has entered into the Agreement.
11. Day or day – A day, unless otherwise defined, shall mean a Calendar Day.
12. Developer – An individual or entity that desires to make certain improvements within the
City of Fort Worth
13. Drawings—That part of the Contract Documents prepared or approved by Engineer which
graphically shows the scope, extent, and character of the Work to be performed by
Contractor. Submittals are not Drawings as so defined.
14. Engineer—The licensed professional engineer or engineering firm registered in the State of
Texas performing professional services for the Developer.
15. Final Acceptance – The written notice given by the City to the Developer and/or Contractor
that the Work specified in the Contract Documents has been completed to the satisfaction of
the City.
00 73 10- 3
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 3 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
16. Final Inspection – Inspection carried out by the City to verify that the Contractor has
completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in
conformance with the Contract Documents.
17. General Requirements—A part of the Contract Documents between the Developer and a
Contractor.
18. Laws and Regulations—Any and all applicable laws, rules, regulations, ordinances, codes,
and orders of any and all governmental bodies, agencies, authorities, and courts having
jurisdiction.
19. Liens—Charges, security interests, or encumbrances upon Project funds, real property, or
personal property.
20. Milestone—A principal event specified in the Contract Documents relating to an
intermediate Contract Time prior to Final Acceptance of the Work.
21. Non-Participating Change Order—A document, which is prepared for and reviewed by the
City, which is signed by Contractor, and Developer, and authorizes an addition, deletion, or
revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on
or after the Effective Date of the Agreement.
22. Participating Change Order—A document, which is prepared for and approved by the City,
which is signed by Contractor, Developer, and City and authorizes an addition, deletion, or
revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on
or after the Effective Date of the Agreement.
23. Plans – See definition of Drawings.
24. Project Schedule—A schedule, prepared and maintained by Contractor, in accordance with
the General Requirements, describing the sequence and duration of the activities comprising
the Contractor’s plan to accomplish the Work within the Contract Time.
25. Project—The Work to be performed under the Contract Documents.
26. Project Representative—The authorized representative of the City who will be assigned to
the Site.
27. Public Meeting – An announced meeting conducted by the Developer to facilitate public
participation and to assist the public in gaining an informed view of the Project.
28. Regular Working Hours – Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday
thru Friday (excluding legal holidays).
29. Samples—Physical examples of materials, equipment, or workmanship that are
representative of some portion of the Work and which establish the standards by which such
portion of the Work will be judged.
00 73 10- 4
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 4 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
30. Schedule of Submittals—A schedule, prepared and maintained by Contractor, of required
submittals and the time requirements to support scheduled performance of related
construction activities.
31. Site—Lands or areas indicated in the Contract Documents as being furnished by City or
Developer upon which the Work is to be performed, including rights-of-way, permits, and
easements for access thereto, and such other lands furnished by City or Developer which are
designated for the use of Contractor.
32. Specifications—That part of the Contract Documents consisting of written requirements for
materials, equipment, systems, standards and workmanship as applied to the Work, and
certain administrative requirements and procedural matters applicable thereto.
Specifications may be specifically made a part of the Contract Documents by attachment or,
if not attached, may be incorporated by reference as indicated in the Table of Contents
(Division 00 00 00) of each Project.
33. Standard City Conditions – That part of the Contract Documents setting forth requirements
of the City.
34. Subcontractor—An individual or entity having a direct contract with Contractor or with any
other Subcontractor for the performance of a part of the Work at the Site.
35. Submittals—All drawings, diagrams, illustrations, schedules, and other data or information
which are specifically prepared or assembled by or for Contractor and submitted by
Contractor to illustrate some portion of the Work.
36. Superintendent – The representative of the Contractor who is available at all times and able
to receive instructions from the City and/or Developer and to act for the Contractor.
37. Supplementary Conditions—That part of the Contract Documents which amends or
supplements the General Conditions.
38. Supplier—A manufacturer, fabricator, supplier, distributor, materialman, or vendor having
a direct contract with Contractor or with any Subcontractor to furnish materials or
equipment to be incorporated in the Work by Contractor or Subcontractor.
39. Underground Facilities—All underground pipelines, conduits, ducts, cables, wires,
manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any
encasements containing such facilities, including but not limited to, those that convey
electricity, gases, steam, liquid petroleum products, telephone or other communications,
cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or
other control systems.
40. Weekend Working Hours – Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday,
Sunday or legal holiday, as approved in advance by the City.
00 73 10- 5
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 5 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
41. Work—The entire construction or the various separately identifiable parts thereof required
to be provided under the Contract Documents. Work includes and is the result of performing
or providing all labor, services, and documentation necessary to produce such construction
including any Participating Change Order, Non-Participating Change Order, or Field
Order, and furnishing, installing, and incorporating all materials and equipment into such
construction, all as required by the Contract Documents.
42. Working Day – A working day is defined as a day, not including Saturdays, Sundays, or
legal holidays authorized by the City for contract purposes, in which weather or other
conditions not under the control of the Contractor will permit the performance of the
principal unit of work underway for a continuous period of not less than 7 hours between 7
a.m. and 6 p.m.
1.02 Terminology
A. The words and terms discussed in Paragraph 1.02.B through D are not defined but, when used in
the Bidding Requirements or Contract Documents, have the indicated meaning.
B. Defective:
1. The word “defective,” when modifying the word “Work,” refers to Work that is
unsatisfactory, faulty, or deficient in that it:
a. does not conform to the Contract Documents; or
b. does not meet the requirements of any applicable inspection, reference standard, test, or
approval referred to in the Contract Documents; or
c. has been damaged prior to City’s written acceptance.
C. Furnish, Install, Perform, Provide:
1. The word “Furnish” or the word “Install” or the word “Perform” or the word “Provide” or
the word “Supply,” or any combination or similar directive or usage thereof, shall mean
furnishing and incorporating in the Work including all necessary labor, materials, equipment,
and everything necessary to perform the Work indicated, unless specifically limited in the
context used.
D. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known
technical or construction industry or trade meaning are used in the Contract Documents in
accordance with such recognized meaning.
00 73 10- 6
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 6 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
ARTICLE 2 – PRELIMINARY MATTERS
2.01 Before Starting Construction
Baseline Schedules: Submit to City in accordance with the Contract Documents, and prior to starting
the Work. New schedules will be submitted to City when Participating Change Orders or Non-
Participating Change Orders occur.
2.02 Preconstruction Conference
Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as
specified in the Contract Documents.
2.03 Public Meeting
Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor
attending the Public Meeting as scheduled by the City.
ARTICLE 3 – CONTRACT DOCUMENTS AND AMENDING
3.01 Reference Standards
A. Standards, Specifications, Codes, Laws, and Regulations
1. Reference to standards, specifications, manuals, or codes of any technical society,
organization, or association, or to Laws or Regulations, whether such reference be specific or
by implication, shall mean the standard, specification, manual, code, or Laws or Regulations
in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there
were no Bids), except as may be otherwise specifically stated in the Contract Documents.
2. No provision or instruction shall be effective to assign to City, or any of its officers,
directors, members, partners, employees, agents, consultants, or subcontractors, any duty or
authority to supervise or direct the performance of the Work or any duty or authority to
undertake responsibility inconsistent with the provisions of the Contract Documents.
3.02 Amending and Supplementing Contract Documents
A. The Contract Documents may be amended to provide for additions, deletions, and revisions in
the Work or to modify the terms and conditions thereof by a Participating Change Order or a
Non-Participating Change Order.
B. The requirements of the Contract Documents may be supplemented, and minor variations and
deviations in the Work not involving a change in Contract Price or Contract Time, may be
authorized, by one or more of the following ways:
1. A Field Order;
00 73 10- 7
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 7 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
1. City’s or Engineer’s review of a Submittal (subject to the provisions of Paragraph 5.16.C); or
2. City’s written interpretation or clarification.
ARTICLE 4 – BONDS AND INSURANCE
4.01 Licensed Sureties and Insurers
All bonds and insurance required by the Contract Documents to be purchased and maintained by
Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized
in the State of Texas to issue bonds or insurance policies for the limits and coverage so required.
Such surety and insurance companies shall also meet such additional requirements and qualifications
as may be provided Section 4.04.
4.02 Performance, Payment, and Maintenance Bonds
A. Contractor shall furnish performance and payment bonds in the name of Developer and City, in
accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount
equal to the Contract Price as security for the faithful performance and payment of all of
Contractor’s obligations under the Contract Documents.
B. Contractor shall furnish maintenance bonds in the name of Developer and City in an amount
equal to the Contract Price as security to protect the City against any defects in any portion of the
Work described in the Contract Documents. Maintenance bonds shall remain in effect for two
(2) years after the date of Final Acceptance by the City.
C. All bonds shall be in the form prescribed by the Contract Documents except as provided
otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list
of “Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and
as Acceptable Reinsuring Companies” as published in Circular 570 (amended) by the Financial
Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed
by an agent or attorney-in-fact must be accompanied by a sealed and dated power of attorney
which shall show that it is effective on the date the agent or attorney-in-fact signed each bond.
D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or
its right to do business is terminated in the State of Texas or it ceases to meet the requirements of
Paragraph 4.02.C, Contractor shall promptly notify City and shall, within 30 days after the event
giving rise to such notification, provide another bond and surety, both of which shall comply
with the requirements of Paragraphs 4.01 and 4.02.C.
4.03 Certificates of Insurance
Contractor shall deliver to Developer and City, with copies to each additional insured and loss payee
identified in these Standard City Conditions certificates of insurance (and other evidence of
insurance requested by City or any other additional insured) which Contractor is required to
purchase and maintain.
00 73 10- 8
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 8 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
1. The certificate of insurance shall document the City, an as “Additional Insured” on all
liability policies.
2. The Contractor’s general liability insurance shall include a, “per project” or “per location”,
endorsement, which shall be identified in the certificate of insurance provided to the City.
3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the
insured, be complete in its entirety, and show complete insurance carrier names as listed in
the current A.M. Best Property & Casualty Guide
4. The insurers for all policies must be licensed and/or approved to do business in the State of
Texas. Except for workers’ compensation, all insurers must have a minimum rating of A-:
VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial
strength and solvency to the satisfaction of Risk Management. If the rating is below that
required, written approval of City is required.
5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor
of the City. In addition, the Contractor agrees to waive all rights of subrogation against the
Engineer (if applicable), and each additional insured identified in these Standard City
Conditions. Failure of the City to demand such certificates or other evidence of full
compliance with the insurance requirements or failure of the City to identify a deficiency
from evidence that is provided shall not be construed as a waiver of Contractor’s obligation
to maintain such lines of insurance coverage.
6. If insurance policies are not written for specified coverage limits, an Umbrella or Excess
Liability insurance for any differences is required. Excess Liability shall follow form of the
primary coverage.
7. Unless otherwise stated, all required insurance shall be written on the “occurrence basis”. If
coverage is underwritten on a claims-made basis, the retroactive date shall be coincident with
or prior to the date of the effective date of the agreement and the certificate of insurance shall
state that the coverage is claims-made and the retroactive date. The insurance coverage shall
be maintained for the duration of the Contract and for three (3) years following Final
Acceptance provided under the Contract Documents or for the warranty period, whichever is
longer. An annual certificate of insurance submitted to the City shall evidence such
insurance coverage.
8. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the
required lines of coverage, nor decrease the limits of said coverage unless such endorsements
are approved in writing by the City. In the event a Contract has been bid or executed and the
exclusions are determined to be unacceptable or the City desires additional insurance
coverage, and the City desires the contractor/engineer to obtain such coverage, the contract
price shall be adjusted by the cost of the premium for such additional coverage plus 10%.
9. Any self-insured retention (SIR), in excess of $25,000.00, affecting required insurance
coverage shall be approved by the City in regards to asset value and stockholders' equity. In
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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-
None
None
None
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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
x
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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
x
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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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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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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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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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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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STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
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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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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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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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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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stored elsewhere. Contractor shall allow City, City’s representatives, agents, consultants,
employees, and City’s other contractors, access to the Site to enable City to exercise the rights
and remedies under this Paragraph.
C. All claims, costs, losses, and damages (including but not limited to all fees and charges of
engineers, architects, attorneys, and other professionals and all court or other dispute resolution
costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph
13.09 will be charged against Contractor, and a Change Order will be issued incorporating the
necessary revisions in the Contract Documents with respect to the Work; and City shall be
entitled to an appropriate decrease in the Contract Price.
D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the
performance of the Work attributable to the exercise of City’s rights and remedies under this
Paragraph 11.09.
ARTICLE 12 – COMPLETION
12.01 Contractor’s Warranty of Title
Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any
Application for Payment will pass to City no later than the time of Final Acceptance and shall be
free and clear of all Liens.
12.02 Partial Utilization
A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed
part of the Work which has specifically been identified in the Contract Documents, or which
City, determines constitutes a separately functioning and usable part of the Work that can be
used by City for its intended purpose without significant interference with Contractor’s
performance of the remainder of the Work. City at any time may notify Contractor in writing to
permit City to use or occupy any such part of the Work which City determines to be ready for its
intended use, subject to the following conditions:
1. Contractor at any time may notify City in writing that Contractor considers any such part of
the Work ready for its intended use.
2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and
Contractor shall make an inspection of that part of the Work to determine its status of
completion. If City does not consider that part of the Work to be substantially complete, City
will notify Contractor in writing giving the reasons therefor.
3. Partial Utilization will not constitute Final Acceptance by City.
12.03 Final Inspection
A. Upon written notice from Contractor that the entire Work is complete in accordance with the
Contract Documents:
00 73 10- 33
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 33 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
1. within 10 days, City will schedule a Final Inspection with Contractor.
2. City will notify Contractor in writing of all particulars in which this inspection reveals that
the Work is incomplete or defective. Contractor shall immediately take such measures as are
necessary to complete such Work or remedy such deficiencies.
12.04 Final Acceptance
A. Upon completion by Contractor to City’s satisfaction, of any additional Work identified in the
Final Inspection, City will issue to Contractor a letter of Final Acceptance upon the satisfaction
of the following:
1. All documentation called for in the Contract Documents, including but not limited to the
evidence of insurance required by Paragraph 5.03;
2. consent of the surety, if any, to Final Acceptance;
3. a list of all pending or released Damage Claims against City that Contractor believes are
unsettled; and
4. affidavits of payments and complete and legally effective releases or waivers (satisfactory to
City) of all Lien rights arising out of or Liens filed in connection with the Work.
5. after all Damage Claims have been resolved:
a. directly by the Contractor or;
b. Contractor provides evidence that the Damage Claim has been reported to Contractor’s
insurance provider for resolution.
6. Issuing Final Acceptance by the City shall not relieve the Contractor of any guarantees or
other requirements of the Contract Documents which specifically continue thereafter.
ARTICLE 13 – SUSPENSION OF WORK
13.01 City May Suspend Work
A. At any time and without cause, City may suspend the Work or any portion thereof by written
notice to Contractor and which may fix the date on which Work will be resumed. Contractor
shall resume the Work on the date so fixed. During temporary suspension of the Work covered
by these Contract Documents, for any reason, the City will stop contract time on City
participation projects.
B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the
control of and without the fault or negligence of the Contractor, and should it be determined by
mutual consent of the Contractor and City that a solution to allow construction to proceed is not
00 73 10- 34
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 34 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
available within a reasonable period of time, Contractor may request an extension in Contract
Time, directly attributable to any such suspension.
C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall
store all materials in such a manner that they will not obstruct or impede the public unnecessarily
nor become damaged in any way, and he shall take every precaution to prevent damage or
deterioration of the work performed; he shall provide suitable drainage about the work, and erect
temporary structures where necessary.
ARTICLE 14 – MISCELLANEOUS
14.01 Giving Notice
A. Whenever any provision of the Contract Documents requires the giving of written notice, it will
be deemed to have been validly given if:
1. delivered in person to the individual or to a member of the firm or to an officer of the
corporation for whom it is intended; or
2. delivered at or sent by registered or certified mail, postage prepaid, to the last business
address known to the giver of the notice.
B. Business address changes must be promptly made in writing to the other party.
C. Whenever the Contract Documents specifies giving notice by electronic means such electronic
notice shall be deemed sufficient upon confirmation of receipt by the receiving party.
14.02 Computation of Times
When any period of time is referred to in the Contract Documents by days, it will be computed to
exclude the first and include the last day of such period. If the last day of any such period falls on a
Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last
day of the period.
14.03 Cumulative Remedies
The duties and obligations imposed by these General Conditions and the rights and remedies
available hereunder to the parties hereto are in addition to, and are not to be construed in any way as
a limitation of, any rights and remedies available to any or all of them which are otherwise imposed
or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the
Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically
in the Contract Documents in connection with each particular duty, obligation, right, and remedy to
which they apply.
00 73 10- 35
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 35 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
14.04 Survival of Obligations
All representations, indemnifications, warranties, and guarantees made in, required by, or given in
accordance with the Contract Documents, as well as all continuing obligations indicated in the
Contract Documents, will survive final payment, completion, and acceptance of the Work or
termination or completion of the Contract or termination of the services of Contractor.
14.05 Headings
Article and paragraph headings are inserted for convenience only and do not constitute parts of these
General Conditions.
01 11 00 - 1
DAP SUMMARY OF WORK
Page 1 of 3
CITY OF FORT WORTH MERCANTILE 615K SF TO BUILD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects PROJECT 102942
Revised December 20, 2012
1 SECTION 01 11 00
2 SUMMARY OF WORK
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Summary of Work to be performed in accordance with the Contract Documents
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include, but are not necessarily limited to:
10 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract
11 2. Division 1 - General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14 1. Work associated with this Item is considered subsidiary to the various items bid.
15 No separate payment will be allowed for this Item.
16 1.3 REFERENCES [NOT USED]
17 1.4 ADMINISTRATIVE REQUIREMENTS
18 A. Work Covered by Contract Documents
19 1. Work is to include furnishing all labor, materials, and equipment, and performing
20 all Work necessary for this construction project as detailed in the Drawings and
21 Specifications.
22 B. Subsidiary Work
23 1. Any and all Work specifically governed by documentary requirements for the
24 project, such as conditions imposed by the Drawings or Contract Documents in
25 which no specific item for bid has been provided for in the Proposal and the item is
26 not a typical unit bid item included on the standard bid item list, then the item shall
27 be considered as a subsidiary item of Work, the cost of which shall be included in
28 the price bid in the Proposal for various bid items.
29 C. Use of Premises
30 1. Coordinate uses of premises under direction of the City.
31 2. Assume full responsibility for protection and safekeeping of materials and
32 equipment stored on the Site.
33 3. Use and occupy only portions of the public streets and alleys, or other public places
34 or other rights-of-way as provided for in the ordinances of the City, as shown in the
35 Contract Documents, or as may be specifically authorized in writing by the City.
36 a. A reasonable amount of tools, materials, and equipment for construction
37 purposes may be stored in such space, but no more than is necessary to avoid
38 delay in the construction operations.
01 11 00 - 2
DAP SUMMARY OF WORK
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CITY OF FORT WORTH MERCANTILE 615K SF TO BUILD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects PROJECT 102942
Revised December 20, 2012
1 b. Excavated and waste materials shall be stored in such a way as not to interfere
2 with the use of spaces that may be designated to be left free and unobstructed
3 and so as not to inconvenience occupants of adjacent property.
4 c. If the street is occupied by railroad tracks, the Work shall be carried on in such
5 manner as not to interfere with the operation of the railroad.
6 1) All Work shall be in accordance with railroad requirements set forth in
7 Division 0 as well as the railroad permit.
8 D. Work within Easements
9 1. Do not enter upon private property for any purpose without having previously
10 obtained permission from the owner of such property.
11 2. Do not store equipment or material on private property unless and until the
12 specified approval of the property owner has been secured in writing by the
13 Contractor and a copy furnished to the City.
14 3. Unless specifically provided otherwise, clear all rights-of-way or easements of
15 obstructions which must be removed to make possible proper prosecution of the
16 Work as a part of the project construction operations.
17 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants,
18 lawns, fences, culverts, curbing, and all other types of structures or improvements,
19 to all water, sewer, and gas lines, to all conduits, overhead pole lines, or
20 appurtenances thereof, including the construction of temporary fences and to all
21 other public or private property adjacent to the Work.
22 5. Notify the proper representatives of the owners or occupants of the public or private
23 lands of interest in lands which might be affected by the Work.
24 a. Such notice shall be made at least 48 hours in advance of the beginning of the
25 Work.
26 b. Notices shall be applicable to both public and private utility companies and any
27 corporation, company, individual, or other, either as owners or occupants,
28 whose land or interest in land might be affected by the Work.
29 c. Be responsible for all damage or injury to property of any character resulting
30 from any act, omission, neglect, or misconduct in the manner or method or
31 execution of the Work, or at any time due to defective work, material, or
32 equipment.
33 6. Fence
34 a. Restore all fences encountered and removed during construction of the Project
35 to the original or a better than original condition.
36 b. Erect temporary fencing in place of the fencing removed whenever the Work is
37 not in progress and when the site is vacated overnight, and/or at all times to
38 provide site security.
39 c. The cost for all fence work within easements, including removal, temporary
40 closures and replacement, shall be subsidiary to the various items bid in the
41 project proposal, unless a bid item is specifically provided in the proposal.
01 11 00 - 3
DAP SUMMARY OF WORK
Page 3 of 3
CITY OF FORT WORTH MERCANTILE 615K SF TO BUILD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects PROJECT 102942
Revised December 20, 2012
1 1.5 SUBMITTALS [NOT USED]
2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
3 1.7 CLOSEOUT SUBMITTALS [NOT USED]
4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
5 1.9 QUALITY ASSURANCE [NOT USED]
6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
7 1.11 FIELD [SITE] CONDITIONS [NOT USED]
8 1.12 WARRANTY [NOT USED]
9 PART 2 - PRODUCTS [NOT USED]
10 PART 3 - EXECUTION [NOT USED]
11 END OF SECTION
12
Revision Log
DATE NAME SUMMARY OF CHANGE
13
01 25 00 - 1
SUBSTITUTION PROCEDURES
Page 1 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
SECTION 01 25 00
SUBSTITUTION PROCEDURES
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. The procedure for requesting the approval of substitution of a product that is not
equivalent to a product which is specified by descriptive or performance criteria or
defined by reference to 1 or more of the following:
a. Name of manufacturer
b. Name of vendor
c. Trade name
d. Catalog number
2. Substitutions are not "or-equals".
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Request for Substitution - General
1. Within 30 days after award of Contract (unless noted otherwise), the City will
consider formal requests from Contractor for substitution of products in place of
those specified.
2. Certain types of equipment and kinds of material are described in Specifications by
means of references to names of manufacturers and vendors, trade names, or
catalog numbers.
a. When this method of specifying is used, it is not intended to exclude from
consideration other products bearing other manufacturer's or vendor's names,
trade names, or catalog numbers, provided said products are "or-equals," as
determined by City.
3. Other types of equipment and kinds of material may be acceptable substitutions
under the following conditions:
a. Or-equals are unavailable due to strike, discontinued production of products
meeting specified requirements, or other factors beyond control of Contractor;
or,
MERCANTILE 615K SF TO BUILD
ROJECTS PROJECT 102942
01 25 00 - 2
SUBSTITUTION PROCEDURES
Page 2 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
b. Contractor proposes a cost and/or time reduction incentive to the City.
1.5 SUBMITTALS
A. See Request for Substitution Form (attached)
B. Procedure for Requesting Substitution
1. Substitution shall be considered only:
a. After award of Contract
b. Under the conditions stated herein
2. Submit 3 copies of each written request for substitution, including:
a. Documentation
1) Complete data substantiating compliance of proposed substitution with
Contract Documents
2) Data relating to changes in construction schedule, when a reduction is
proposed
3) Data relating to changes in cost
b. For products
1) Product identification
a) Manufacturer's name
b) Telephone number and representative contact name
c) Specification Section or Drawing reference of originally specified
product, including discrete name or tag number assigned to original
product in the Contract Documents
2) Manufacturer's literature clearly marked to show compliance of proposed
product with Contract Documents
3) Itemized comparison of original and proposed product addressing product
characteristics including, but not necessarily limited to:
a) Size
b) Composition or materials of construction
c) Weight
d) Electrical or mechanical requirements
4) Product experience
a) Location of past projects utilizing product
b) Name and telephone number of persons associated with referenced
projects knowledgeable concerning proposed product
c) Available field data and reports associated with proposed product
5) Samples
a) Provide at request of City.
b) Samples become the property of the City.
c. For construction methods:
1) Detailed description of proposed method
2) Illustration drawings
C. Approval or Rejection
1. Written approval or rejection of substitution given by the City
2. City reserves the right to require proposed product to comply with color and pattern
of specified product if necessary to secure design intent.
3. In the event the substitution is approved, the resulting cost and/or time reduction
will be documented by Change Order in accordance with the General Conditions.
MERCANTILE 615K SF TO BUILD
ROJECTS PROJECT 102942
01 25 00 - 3
SUBSTITUTION PROCEDURES
Page 3 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
4. No additional contract time will be given for substitution.
5. Substitution will be rejected if:
a. Submittal is not through the Contractor with his stamp of approval
b. Request is not made in accordance with this Specification Section
c. In the City’s opinion, acceptance will require substantial revision of the original
design
d. In the City’s opinion, substitution will not perform adequately the function
consistent with the design intent
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A. In making request for substitution or in using an approved product, the Contractor
represents that the Contractor:
1. Has investigated proposed product, and has determined that it is adequate or
superior in all respects to that specified, and that it will perform function for which
it is intended
2. Will provide same guarantee for substitute item as for product specified
3. Will coordinate installation of accepted substitution into Work, to include building
modifications if necessary, making such changes as may be required for Work to be
complete in all respects
4. Waives all claims for additional costs related to substitution which subsequently
arise
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
MERCANTILE 615K SF TO BUILD
ROJECTS PROJECT 102942
01 25 00 - 4
SUBSTITUTION PROCEDURES
Page 4 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
EXHIBIT A
REQUEST FOR SUBSTITUTION FORM:
TO:
PROJECT: DATE:
We hereby submit for your consideration the following product instead of the specified item for
the above project:
SECTION PARAGRAPH SPECIFIED ITEM
Proposed Substitution:
Reason for Substitution:
Include complete information on changes to Drawings and/or Specifications which proposed
substitution will require for its proper installation.
Fill in Blanks Below:
A. Will the undersigned contractor pay for changes to the building design, including engineering
and detailing costs caused by the requested substitution?
B. What effect does substitution have on other trades?
C. Differences between proposed substitution and specified item?
D. Differences in product cost or product delivery time?
E. Manufacturer's guarantees of the proposed and specified items are:
Equal Better (explain on attachment)
The undersigned states that the function, appearance and quality are equivalent or superior to the
specified item.
Submitted By: For Use by City
Signature Recommended Recommended
as noted
Firm Not recommended Received late
Address By
Date
Date Remarks
Telephone
For Use by City:
Approved Rejected
City Date
MERCANTILE 615K SF TO BUILD
ROJECTS PROJECT 102942
01 31 19 - 1
DAP PRECONSTRUCTION MEETING
Page 1 of 3
CITY OF FORT WORTH MERCANTILE 615K SF TO BUILD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS PROJECT 102942
Revised August 30, 2013
1 SECTION 01 31 19
2 PRECONSTRUCTION MEETING
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Provisions for the preconstruction meeting to be held prior to the start of Work to
7 clarify construction contract administration procedures
8 B. Deviations from this City of Fort Worth Standard Specification
9 1. No construction schedule required unless requested by the City.
10 C. Related Specification Sections include, but are not necessarily limited to:
11 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
12 2. Division 1 – General Requirements
13 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. Coordination
20 1. Attend preconstruction meeting.
21 2. Representatives of Contractor, subcontractors and suppliers attending meetings
22 shall be qualified and authorized to act on behalf of the entity each represents.
23 3. Meeting administered by City may be tape recorded.
24 a. If recorded, tapes will be used to prepare minutes and retained by City for
25 future reference.
26 B. Preconstruction Meeting
27 1. A preconstruction meeting will be held within 14 days after the delivery of the
28 distribution package to the City.
29 a. The meeting will be scheduled and administered by the City.
30 2. The Project Representative will preside at the meeting, prepare the notes of the
31 meeting and distribute copies of same to all participants who so request by fully
32 completing the attendance form to be circulated at the beginning of the meeting.
33 3. Attendance shall include:
34 a. Developer and Consultant
35 b. Contractor's project manager
36 c. Contractor's superintendent
37 d. Any subcontractor or supplier representatives whom the Contractor may desire
38 to invite or the City may request
01 31 19 - 2
DAP PRECONSTRUCTION MEETING
Page 2 of 3
CITY OF FORT WORTH MERCANTILE 615K SF TO BUILD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS PROJECT 102942
Revised August 30, 2013
1 e. Other City representatives
2 f. Others as appropriate
3 4. Preliminary Agenda may include:
4 a. Introduction of Project Personnel
5 b. General Description of Project
6 c. Status of right-of-way, utility clearances, easements or other pertinent permits
7 d. Contractor’s work plan and schedule
8 e. Contract Time
9 f. Notice to Proceed
10 g. Construction Staking
11 h. Progress Payments
12 i. Extra Work and Change Order Procedures
13 j. Field Orders
14 k. Disposal Site Letter for Waste Material
15 l. Insurance Renewals
16 m. Payroll Certification
17 n. Material Certifications and Quality Control Testing
18 o. Public Safety and Convenience
19 p. Documentation of Pre-Construction Conditions
20 q. Weekend Work Notification
21 r. Legal Holidays
22 s. Trench Safety Plans
23 t. Confined Space Entry Standards
24 u. Coordination with the City’s representative for operations of existing water
25 systems
26 v. Storm Water Pollution Prevention Plan
27 w. Coordination with other Contractors
28 x. Early Warning System
29 y. Contractor Evaluation
30 z. Special Conditions applicable to the project
31 aa. Damages Claims
32 bb. Submittal Procedures
33 cc. Substitution Procedures
34 dd. Correspondence Routing
35 ee. Record Drawings
36 ff. Temporary construction facilities
37 gg. MBE/SBE procedures
38 hh. Final Acceptance
39 ii. Final Payment
40 jj. Questions or Comments
01 31 19 - 3
DAP PRECONSTRUCTION MEETING
Page 3 of 3
CITY OF FORT WORTH MERCANTILE 615K SF TO BUILD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS PROJECT 102942
Revised August 30, 2013
1 1.5 SUBMITTALS [NOT USED]
2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
3 1.7 CLOSEOUT SUBMITTALS [NOT USED]
4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
5 1.9 QUALITY ASSURANCE [NOT USED]
6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
7 1.11 FIELD [SITE] CONDITIONS [NOT USED]
8 1.12 WARRANTY [NOT USED]
9 PART 2 - PRODUCTS [NOT USED]
10 PART 3 - EXECUTION [NOT USED]
11 END OF SECTION
12
Revision Log
DATE NAME SUMMARY OF CHANGE
13
01 32 33 - 1
DAP PRECONSTRUCTION VIDEO
Page 1 of 2
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
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 12
CITY OF FORT WORTH MERCANTILE 615K SF TO BUILD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS PROJECT 102942
Revised August 30, 2013
1 SECTION 01 33 00
2 DAP SUBMITTALS
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. General methods and requirements of submissions applicable to the following
7 Work-related submittals:
8 a. Shop Drawings
9 b. Product Data (including Standard Product List submittals)
10 c. Samples
11 d. Mock Ups
12 B. Deviations from this City of Fort Worth Standard Specification
13 1. None.
14 C. Related Specification Sections include, but are not necessarily limited to:
15 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
16 2. Division 1 – General Requirements
17 1.2 PRICE AND PAYMENT PROCEDURES
18 A. Measurement and Payment
19 1. Work associated with this Item is considered subsidiary to the various items bid.
20 No separate payment will be allowed for this Item.
21 1.3 REFERENCES [NOT USED]
22 1.4 ADMINISTRATIVE REQUIREMENTS
23 A. CoordinationY
01 33 00 - 2
DAP SUBMITTALS
Page 2 of 12
CITY OF FORT WORTH MERCANTILE 615K SF TO BUILD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS PROJECT 102942
Revised August 30, 2013
1 1. Notify the City in writing, at the time of submittal, of any deviations in the
2 submittals from the requirements of the Contract Documents.
3 2. Coordination of Submittal Times
4 a. Prepare, prioritize and transmit each submittal sufficiently in advance of
5 performing the related Work or other applicable activities, or within the time
6 specified in the individual Work Sections, of the Specifications.
7 b. Contractor is responsible such that the installation will not be delayed by
8 processing times including, but not limited to:
9 a) Disapproval and resubmittal (if required)
10 b) Coordination with other submittals
11 c) Testing
12 d) Purchasing
13 e) Fabrication
14 f) Delivery
15 g) Similar sequenced activities
16 c. No extension of time will be authorized because of the Contractor's failure to
17 transmit submittals sufficiently in advance of the Work.
18 d. Make submittals promptly in accordance with approved schedule, and in such
19 sequence as to cause no delay in the Work or in the work of any other
20 contractor.
21 B. Submittal Numbering
22 1. When submitting shop drawings or samples, utilize a 9-character submittal cross-
23 reference identification numbering system in the following manner:
24 a. Use the first 6 digits of the applicable Specification Section Number.
25 b. For the next 2 digits number use numbers 01-99 to sequentially number each
26 initial separate item or drawing submitted under each specific Section
27 number.
28 c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e.
29 A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical
30 submittal number would be as follows:
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1
2 03 30 00-08-B
3
4 1) 03 30 00 is the Specification Section for Concrete
5 2) 08 is the eighth initial submittal under this Specification Section
6 3) B is the third submission (second resubmission) of that particular shop
7 drawing
8 C. Contractor Certification
9 1. Review shop drawings, product data and samples, including those by
10 subcontractors, prior to submission to determine and verify the following:
11 a. Field measurements
12 b. Field construction criteria
13 c. Catalog numbers and similar data
14 d. Conformance with the Contract Documents
15 2. Provide each shop drawing, sample and product data submitted by the Contractor
16 with a Certification Statement affixed including:
17 a. The Contractor's Company name
18 b. Signature of submittal reviewer
19 c. Certification Statement
20 1) “By this submittal, I hereby represent that I have determined and verified
21 field measurements, field construction criteria, materials, dimensions,
22 catalog numbers and similar data and I have checked and coordinated
23 each item with other applicable approved shop drawings."
24 D. Submittal Format
25 1. Fold shop drawings larger than 8 ½ inches x 11 inches to 8 ½ inches x 11inches.
26 2. Bind shop drawings and product data sheets together.
27 3. Order
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1 a. Cover Sheet
2 1) Description of Packet
3 2) Contractor Certification
4 b. List of items / Table of Contents
5 c. Product Data /Shop Drawings/Samples /Calculations
6 E. Submittal Content
7 1. The date of submission and the dates of any previous submissions
8 2. The Project title and number
9 3. Contractor identification
10 4. The names of:
11 a. Contractor
12 b. Supplier
13 c. Manufacturer
14 5. Identification of the product, with the Specification Section number, page and
15 paragraph(s)
16 6. Field dimensions, clearly identified as such
17 7. Relation to adjacent or critical features of the Work or materials
18 8. Applicable standards, such as ASTM or Federal Specification numbers
19 9. Identification by highlighting of deviations from Contract Documents
20 10. Identification by highlighting of revisions on resubmittals
21 11. An 8-inch x 3-inch blank space for Contractor and City stamps
22 F. Shop Drawings
23 1. As specified in individual Work Sections includes, but is not necessarily limited to:
24 a. Custom-prepared data such as fabrication and erection/installation (working)
25 drawings
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1 b. Scheduled information
2 c. Setting diagrams
3 d. Actual shopwork manufacturing instructions
4 e. Custom templates
5 f. Special wiring diagrams
6 g. Coordination drawings
7 h. Individual system or equipment inspection and test reports including:
8 1) Performance curves and certifications
9 i. As applicable to the Work
10 2. Details
11 a. Relation of the various parts to the main members and lines of the structure
12 b. Where correct fabrication of the Work depends upon field measurements
13 1) Provide such measurements and note on the drawings prior to submitting
14 for approval.
15 G. Product Data
16 1. For submittals of product data for products included on the City’s Standard
17 Product List, clearly identify each item selected for use on the Project.
18 2. For submittals of product data for products not included on the City’s Standard
19 Product List, submittal data may include, but is not necessarily limited to:
20 a. Standard prepared data for manufactured products (sometimes referred to as
21 catalog data)
22 1) Such as the manufacturer's product specification and installation
23 instructions
24 2) Availability of colors and patterns
25 3) Manufacturer's printed statements of compliances and applicability
26 4) Roughing-in diagrams and templates
27 5) Catalog cuts
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1 6) Product photographs
2 7) Standard wiring diagrams
3 8) Printed performance curves and operational-range diagrams
4 9) Production or quality control inspection and test reports and certifications
5 10) Mill reports
6 11) Product operating and maintenance instructions and recommended
7 spare-parts listing and printed product warranties
8 12) As applicable to the Work
9 H. Samples
10 1. As specified in individual Sections, include, but are not necessarily limited to:
11 a. Physical examples of the Work such as:
12 1) Sections of manufactured or fabricated Work
13 2) Small cuts or containers of materials
14 3) Complete units of repetitively used products color/texture/pattern
15 swatches and range sets
16 4) Specimens for coordination of visual effect
17 5) Graphic symbols and units of Work to be used by the City for independent
18 inspection and testing, as applicable to the Work
19 I. Do not start Work requiring a shop drawing, sample or product data nor any material
20 to be fabricated or installed prior to the approval or qualified approval of such item.
21 1. Fabrication performed, materials purchased or on-site construction accomplished
22 which does not conform to approved shop drawings and data is at the Contractor's
23 risk.
24 2. The City will not be liable for any expense or delay due to corrections or remedies
25 required to accomplish conformity.
26 3. Complete project Work, materials, fabrication, and installations in conformance
27 with approved shop drawings, applicable samples, and product data.
28 J. Submittal Distribution
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1 1. Electronic Distribution
2 a. Confirm development of Project directory for electronic submittals to be
3 uploaded to City’s Buzzsaw site, or another external FTP site approved by the
4 City.
5 b. Shop Drawings
6 1) Upload submittal to designated project directory and notify appropriate
7 City representatives via email of submittal posting.
8 2) Hard Copies
9 a) 3 copies for all submittals
10 b) If Contractor requires more than 1 hard copy of Shop Drawings
11 returned, Contractor shall submit more than the number of copies
12 listed above.
13 c. Product Data
14 1) Upload submittal to designated project directory and notify appropriate
15 City representatives via email of submittal posting.
16 2) Hard Copies
17 a) 3 copies for all submittals
18 d. Samples
19 1) Distributed to the Project Representative
20 2. Hard Copy Distribution (if required in lieu of electronic distribution)
21 a. Shop Drawings
22 1) Distributed to the City
23 2) Copies
24 a) 8 copies for mechanical submittals
25 b) 7 copies for all other submittals
26 c) If Contractor requires more than 3 copies of Shop Drawings returned,
27 Contractor shall submit more than the number of copies listed above.
28 b. Product Data
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1 1) Distributed to the City
2 2) Copies
3 a) 4 copies
4 c. Samples
5 1) Distributed to the Project Representative
6 2) Copies
7 a) Submit the number stated in the respective Specification Sections.
8 3. Distribute reproductions of approved shop drawings and copies of approved
9 product data and samples, where required, to the job site file and elsewhere as
10 directed by the City.
11 a. Provide number of copies as directed by the City but not exceeding the
12 number previously specified.
13 K. Submittal Review
14 1. The review of shop drawings, data and samples will be for general conformance
15 with the design concept and Contract Documents. This is not to be construed as:
16 a. Permitting any departure from the Contract requirements
17 b. Relieving the Contractor of responsibility for any errors, including details,
18 dimensions, and materials
19 c. Approving departures from details furnished by the City, except as otherwise
20 provided herein
21 2. The review and approval of shop drawings, samples or product data by the City
22 does not relieve the Contractor from his/her responsibility with regard to the
23 fulfillment of the terms of the Contract.
24 a. All risks of error and omission are assumed by the Contractor, and the City will
25 have no responsibility therefore.
26 3. The Contractor remains responsible for details and accuracy, for coordinating the
27 Work with all other associated work and trades, for selecting fabrication
28 processes, for techniques of assembly and for performing Work in a safe manner.
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1 4. If the shop drawings, data or samples as submitted describe variations and show a
2 departure from the Contract requirements which City finds to be in the interest of
3 the City and to be so minor as not to involve a change in Contract Price or time for
4 performance, the City may return the reviewed drawings without noting an
5 exception.
6 5. Submittals will be returned to the Contractor under 1 of the following codes:
7 a. Code 1
8 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or
9 comments on the submittal.
10 a) When returned under this code the Contractor may release the
11 equipment and/or material for manufacture.
12 b. Code 2
13 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the
14 notations and comments IS NOT required by the Contractor.
15 a) The Contractor may release the equipment or material for
16 manufacture; however, all notations and comments must be
17 incorporated into the final product.
18 c. Code 3
19 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned
20 when notations and comments are extensive enough to require a
21 resubmittal of the package.
22 a) The Contractor may release the equipment or material for
23 manufacture; however, all notations and comments must be
24 incorporated into the final product.
25 b) This resubmittal is to address all comments, omissions and
26 non-conforming items that were noted.
27 c) Resubmittal is to be received by the City within 15 Calendar Days of
28 the date of the City's transmittal requiring the resubmittal.
29 d. Code 4
30 1) "NOT APPROVED" is assigned when the submittal does not meet the intent
31 of the Contract Documents.
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1 a) The Contractor must resubmit the entire package revised to bring the
2 submittal into conformance.
3 b) It may be necessary to resubmit using a different
4 manufacturer/vendor to meet the Contract Documents.
5 6. Resubmittals
6 a. Handled in the same manner as first submittals
7 1) Corrections other than requested by the City
8 2) Marked with revision triangle or other similar method
9 a) At Contractor’s risk if not marked
10 b. Submittals for each item will be reviewed no more than twice at the City’s
11 expense.
12 1) All subsequent reviews will be performed at times convenient to the City
13 and at the Contractor's expense, based on the City's or City
14 Representative’s then prevailing rates.
15 2) Provide Contractor reimbursement to the City within 30 Calendar Days for
16 all such fees invoiced by the City.
17 c. The need for more than 1 resubmission or any other delay in obtaining City's
18 review of submittals, will not entitle the Contractor to an extension of
19 Contract Time.
20 7. Partial Submittals
21 a. City reserves the right to not review submittals deemed partial, at the City’s
22 discretion.
23 b. Submittals deemed by the City to be not complete will be returned to the
24 Contractor, and will be considered "Not Approved" until resubmitted.
25 c. The City may at its option provide a list or mark the submittal directing the
26 Contractor to the areas that are incomplete.
27 8. If the Contractor considers any correction indicated on the shop drawings to
28 constitute a change to the Contract Documents, then written notice must be
29 provided thereof to the Developer at least 7 Calendar Days prior to release for
30 manufacture.
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1 9. When the shop drawings have been completed to the satisfaction of the City, the
2 Contractor may carry out the construction in accordance therewith and no further
3 changes therein except upon written instructions from the City.
4 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days
5 following receipt of submittal by the City.
6 L. Mock ups
7 1. Mock Up units as specified in individual Sections, include, but are not necessarily
8 limited to, complete units of the standard of acceptance for that type of Work to
9 be used on the Project. Remove at the completion of the Work or when directed.
10 M. Qualifications
11 1. If specifically required in other Sections of these Specifications, submit a P.E.
12 Certification for each item required.
13 N. Request for Information (RFI)
14 1. Contractor Request for additional information
15 a. Clarification or interpretation of the contract documents
16 b. When the Contractor believes there is a conflict between Contract Documents
17 c. When the Contractor believes there is a conflict between the Drawings and
18 Specifications
19 1) Identify the conflict and request clarification
20 2. Sufficient information shall be attached to permit a written response without
21 further information.
22
23
24
25
26 1.5 SUBMITTALS [NOT USED]
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1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
2 1.7 CLOSEOUT SUBMITTALS [NOT USED]
3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
4 1.9 QUALITY ASSURANCE [NOT USED]
5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
6 1.11 FIELD [SITE] CONDITIONS [NOT USED]
7 1.12 WARRANTY [NOT USED]
8 PART 2 - PRODUCTS [NOT USED]
9 PART 3 - EXECUTION [NOT USED]
10 END OF SECTION
11
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days
12
01 35 13 - 1
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Revised August, 30, 2013
1 SECTION 01 35 13
2 SPECIAL PROJECT PROCEDURES
3 [Text in Blue is for information or guidance. Remove all blue text in the final project document.]
4 PART 1 - GENERAL
5 1.1 SUMMARY
6 A. Section Includes:
7 1. The procedures for special project circumstances that includes, but is not limited to:
8 a. Coordination with the Texas Department of Transportation
9 b. Work near High Voltage Lines
10 c. Confined Space Entry Program
11 d. Air Pollution Watch Days
12 e. Use of Explosives, Drop Weight, Etc.
13 f. Water Department Notification
14 g. Public Notification Prior to Beginning Construction
15 h. Coordination with United States Army Corps of Engineers
16 i. Coordination within Railroad permits areas
17 j. Dust Control
18 k. Employee Parking
19 l.{Coordination with North Central Texas Council of Governments Clean
20 Construction Specification [remove if not required]}
21 B. Deviations from this City of Fort Worth Standard Specification
22 1. None.
23 C. Related Specification Sections include, but are not necessarily limited to:
24 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
25 2. Division 1 – General Requirements
26 3. Section 33 12 25 – Connection to Existing Water Mains
27
28 1.2 REFERENCES
29 A. Reference Standards
30 1. Reference standards cited in this Specification refer to the current reference
31 standard published at the time of the latest revision date logged at the end of this
32 Specification, unless a date is specifically cited.
33 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752.
34 High Voltage Overhead Lines.
35 3. North Central Texas Council of Governments (NCTCOG) – Clean Construction
36 Specification
37 1.3 ADMINISTRATIVE REQUIREMENTS
38 A. Coordination with the Texas Department of Transportation
39 1. When work in the right-of-way which is under the jurisdiction of the Texas
40 Department of Transportation (TxDOT):
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1 a. Notify the Texas Department of Transportation prior to commencing any work
2 therein in accordance with the provisions of the permit
3 b. All work performed in the TxDOT right-of-way shall be performed in
4 compliance with and subject to approval from the Texas Department of
5 Transportation
6 B. Work near High Voltage Lines
7 1. Regulatory Requirements
8 a. All Work near High Voltage Lines (more than 600 volts measured between
9 conductors or between a conductor and the ground) shall be in accordance with
10 Health and Safety Code, Title 9, Subtitle A, Chapter 752.
11 2. Warning sign
12 a. Provide sign of sufficient size meeting all OSHA requirements.
13 3. Equipment operating within 10 feet of high voltage lines will require the following
14 safety features
15 a. Insulating cage-type of guard about the boom or arm
16 b. Insulator links on the lift hook connections for back hoes or dippers
17 c. Equipment must meet the safety requirements as set forth by OSHA and the
18 safety requirements of the owner of the high voltage lines
19 4. Work within 6 feet of high voltage electric lines
20 a. Notification shall be given to:
21 1) The power company (example: ONCOR)
22 a) Maintain an accurate log of all such calls to power company and record
23 action taken in each case.
24 b. Coordination with power company
25 1) After notification coordinate with the power company to:
26 a) Erect temporary mechanical barriers, de-energize the lines, or raise or
27 lower the lines
28 c. No personnel may work within 6 feet of a high voltage line before the above
29 requirements have been met.
30 C. Confined Space Entry Program
31 1. Provide and follow approved Confined Space Entry Program in accordance with
32 OSHA requirements.
33 2. Confined Spaces include:
34 a. Manholes
35 b. All other confined spaces in accordance with OSHA’s Permit Required for
36 Confined Spaces
37 D. Use of Explosives, Drop Weight, Etc.
38 1. When Contract Documents permit on the project the following will apply:
39 a. Public Notification
40 1) Submit notice to City and proof of adequate insurance coverage, 24 hours
41 prior to commencing.
42 2) Minimum 24 hour public notification in accordance with Section 01 31 13
43 E. Water Department Coordination
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1 1. During the construction of this project, it will be necessary to deactivate, for a
2 period of time, existing lines. The Contractor shall be required to coordinate with
3 the Water Department to determine the best times for deactivating and activating
4 those lines.
5 2. Coordinate any event that will require connecting to or the operation of an existing
6 City water line system with the City’s representative.
7 a. Coordination shall be in accordance with Section 33 12 25.
8 b. If needed, obtain a hydrant water meter from the Water Department for use
9 during the life of named project.
10 c. In the event that a water valve on an existing live system be turned off and on
11 to accommodate the construction of the project is required, coordinate this
12 activity through the appropriate City representative.
13 1) Do not operate water line valves of existing water system.
14 a) Failure to comply will render the Contractor in violation of Texas Penal
15 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor
16 will be prosecuted to the full extent of the law.
17 b) In addition, the Contractor will assume all liabilities and
18 responsibilities as a result of these actions.
19 F. Public Notification Prior to Beginning Construction
20 1. Prior to beginning construction on any block in the project, on a block by block
21 basis, prepare and deliver a notice or flyer of the pending construction to the front
22 door of each residence or business that will be impacted by construction. The notice
23 shall be prepared as follows:
24 a. Post notice or flyer 7 days prior to beginning any construction activity on each
25 block in the project area.
26 1) Prepare flyer on the Contractor’s letterhead and include the following
27 information:
28 a) Name of Project
29 b) City Project No (CPN)
30 c) Scope of Project (i.e. type of construction activity)
31 d) Actual construction duration within the block
32 e) Name of the contractor’s foreman and phone number
33 f) Name of the City’s inspector and phone number
34 g) City’s after-hours phone number
35 2) A sample of the ‘pre-construction notification’ flyer is attached as Exhibit
36 A.
37 3) Submit schedule showing the construction start and finish time for each
38 block of the project to the inspector.
39 4) Deliver flyer to the City Inspector for review prior to distribution.
40 b. No construction will be allowed to begin on any block until the flyer is
41 delivered to all residents of the block.
42 G. Public Notification of Temporary Water Service Interruption during Construction
43 1. In the event it becomes necessary to temporarily shut down water service to
44 residents or businesses during construction, prepare and deliver a notice or flyer of
45 the pending interruption to the front door of each affected resident.
46 2. Prepared notice as follows:
47 a. The notification or flyer shall be posted 24 hours prior to the temporary
48 interruption.
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Revised August, 30, 2013
1 b. Prepare flyer on the contractor’s letterhead and include the following
2 information:
3 1) Name of the project
4 2) City Project Number
5 3) Date of the interruption of service
6 4) Period the interruption will take place
7 5) Name of the contractor’s foreman and phone number
8 6) Name of the City’s inspector and phone number
9 c. A sample of the temporary water service interruption notification is attached as
10 Exhibit B.
11 d. Deliver a copy of the temporary interruption notification to the City inspector
12 for review prior to being distributed.
13 e. No interruption of water service can occur until the flyer has been delivered to
14 all affected residents and businesses.
15 f. Electronic versions of the sample flyers can be obtained from the Project
16 Construction Inspector.
17 H. Coordination with United States Army Corps of Engineers (USACE)
18 1. At locations in the Project where construction activities occur in areas where
19 USACE permits are required, meet all requirements set forth in each designated
20 permit.
21 I. Coordination within Railroad Permit Areas
22 1. At locations in the project where construction activities occur in areas where
23 railroad permits are required, meet all requirements set forth in each designated
24 railroad permit. This includes, but is not limited to, provisions for:
25 a. Flagmen
26 b. Inspectors
27 c. Safety training
28 d. Additional insurance
29 e. Insurance certificates
30 f. Other employees required to protect the right-of-way and property of the
31 Railroad Company from damage arising out of and/or from the construction of
32 the project. Proper utility clearance procedures shall be used in accordance
33 with the permit guidelines.
34 2. Obtain any supplemental information needed to comply with the railroad’s
35 requirements.
36 J. Dust Control
37 1. Use acceptable measures to control dust at the Site.
38 a. If water is used to control dust, capture and properly dispose of waste water.
39 b. If wet saw cutting is performed, capture and properly dispose of slurry.
40 K. Employee Parking
41 1. Provide parking for employees at locations approved by the City.
42 L. {Coordination with North Central Texas Council of Governments (NCTCOG) Clean
43 Construction Specification [if required for the project]
44 1. Comply with equipment, operational, reporting and enforcement requirements set
45 forth in NCTCOG’s Clean Construction Specification.}
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS PROJECT 102942
Revised August, 30, 2013
1 1.4 SUBMITTALS [NOT USED]
2 1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
3 1.6 CLOSEOUT SUBMITTALS [NOT USED]
4 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
5 1.8 QUALITY ASSURANCE [NOT USED]
6 1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED]
7 1.10 FIELD [SITE] CONDITIONS [NOT USED]
8 1.11 WARRANTY [NOT USED]
9 PART 2 - PRODUCTS [NOT USED]
10 PART 3 - EXECUTION [NOT USED]
11 END OF SECTION
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.
01 35 13 - 6
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Revised August, 30, 2013
1 EXHIBIT A
2 (To be printed on Contractor’s Letterhead)
3
4
5
6 Date:
7
8 CPN No.:
9 Project Name:
10 Mapsco Location:
11 Limits of Construction:
12
13
14
15
16
17 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT
18 WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR
19 PROPERTY.
20
21 CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE
22 OF THIS NOTICE.
23
24 IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER
25 ISSUE, PLEASE CALL:
26
27
28 Mr. <CONTRACTOR’S SUPERINTENDENT> AT <TELEPHONE NO.>
29
30 OR
31
32 Mr. <CITY INSPECTOR> AT < TELEPHONE NO.>
33
34 AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306
35
36 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL
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Revised August, 30, 2013
1 EXHIBIT B
2
3
4
01 45 23
DAP TESTING AND INSPECTION SERVICES
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised March 20, 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 form of
distribution approved by the City.
01 45 23
DAP TESTING AND INSPECTION SERVICES
Page 2 of 2
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised March 20, 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
03/20/2020 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 MERCANTILE 615K SF TO BUILD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS PROJECT 102942
Revised JULY 1, 2011
1 SECTION 01 50 00
2 TEMPORARY FACILITIES AND CONTROLS
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Provide temporary facilities and controls needed for the Work including, but not
7 necessarily limited to:
8 a. Temporary utilities
9 b. Sanitary facilities
10 c. Storage Sheds and Buildings
11 d. Dust control
12 e. Temporary fencing of the construction site
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.
21 No separate payment will be allowed for this Item.
22 1.3 REFERENCES [NOT USED]
23 1.4 ADMINISTRATIVE REQUIREMENTS
24 A. Temporary Utilities
25 1. Obtaining Temporary Service
26 a. Make arrangements with utility service companies for temporary services.
27 b. Abide by rules and regulations of utility service companies or authorities
28 having jurisdiction.
29 c. Be responsible for utility service costs until Work is approved for Final
30 Acceptance.
31 1) Included are fuel, power, light, heat and other utility services necessary for
32 execution, completion, testing and initial operation of Work.
33 2. Water
34 a. Contractor to provide water required for and in connection with Work to be
35 performed and for specified tests of piping, equipment, devices or other use as
36 required for the completion of the Work.
37 b. Provide and maintain adequate supply of potable water for domestic
38 consumption by Contractor personnel and City’s Project Representatives.
39 c. Coordination
40 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 MERCANTILE 615K SF TO BUILD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS PROJECT 102942
Revised JULY 1, 2011
1 d. Contractor Payment for Construction Water
2 1) Obtain construction water meter from City for payment as billed by City’s
3 established rates.
4 3. Electricity and Lighting
5 a. Provide and pay for electric powered service as required for Work, including
6 testing of Work.
7 1) Provide power for lighting, operation of equipment, or other use.
8 b. Electric power service includes temporary power service or generator to
9 maintain operations during scheduled shutdown.
10 4. Telephone
11 a. Provide emergency telephone service at Site for use by Contractor personnel
12 and others performing work or furnishing services at Site.
13 5. Temporary Heat and Ventilation
14 a. Provide temporary heat as necessary for protection or completion of Work.
15 b. Provide temporary heat and ventilation to assure safe working conditions.
16 B. Sanitary Facilities
17 1. Provide and maintain sanitary facilities for persons on Site.
18 a. Comply with regulations of State and local departments of health.
19 2. Enforce use of sanitary facilities by construction personnel at job site.
20 a. Enclose and anchor sanitary facilities.
21 b. No discharge will be allowed from these facilities.
22 c. Collect and store sewage and waste so as not to cause nuisance or health
23 problem.
24 d. Haul sewage and waste off-site at no less than weekly intervals and properly
25 dispose in accordance with applicable regulation.
26 3. Locate facilities near Work Site and keep clean and maintained throughout Project.
27 4. Remove facilities at completion of Project
28 C. Storage Sheds and Buildings
29 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor
30 above ground level for materials and equipment susceptible to weather damage.
31 2. Storage of materials not susceptible to weather damage may be on blocks off
32 ground.
33 3. Store materials in a neat and orderly manner.
34 a. Place materials and equipment to permit easy access for identification,
35 inspection and inventory.
36 4. Equip building with lockable doors and lighting, and provide electrical service for
37 equipment space heaters and heating or ventilation as necessary to provide storage
38 environments acceptable to specified manufacturers.
39 5. Fill and grade site for temporary structures to provide drainage away from
40 temporary and existing buildings.
41 6. Remove building from site prior to Final Acceptance.
42 D. Temporary Fencing
43 1. Provide and maintain for the duration or construction when required in contract
44 documents
45 E. Dust Control
01 50 00 - 3
DAP TEMPORARY FACILITIES AND CONTROLS
Page 3 of 4
CITY OF FORT WORTH MERCANTILE 615K SF TO BUILD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS PROJECT 102942
Revised JULY 1, 2011
1 1. Contractor is responsible for maintaining dust control through the duration of the
2 project.
3 a. Contractor remains on-call at all times
4 b. Must respond in a timely manner
5 F. Temporary Protection of Construction
6 1. Contractor or subcontractors are responsible for protecting Work from damage due
7 to weather.
8 1.5 SUBMITTALS [NOT USED]
9 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
10 1.7 CLOSEOUT SUBMITTALS [NOT USED]
11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
12 1.9 QUALITY ASSURANCE [NOT USED]
13 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
14 1.11 FIELD [SITE] CONDITIONS [NOT USED]
15 1.12 WARRANTY [NOT USED]
16 PART 2 - PRODUCTS [NOT USED]
17 PART 3 - EXECUTION [NOT USED]
18 3.1 INSTALLERS [NOT USED]
19 3.2 EXAMINATION [NOT USED]
20 3.3 PREPARATION [NOT USED]
21 3.4 INSTALLATION
22 A. Temporary Facilities
23 1. Maintain all temporary facilities for duration of construction activities as needed.
24 3.5 [REPAIR] / [RESTORATION]
25 3.6 RE-INSTALLATION
26 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
27 3.8 SYSTEM STARTUP [NOT USED]
28 3.9 ADJUSTING [NOT USED]
29 3.10 CLEANING [NOT USED]
30 3.11 CLOSEOUT ACTIVITIES
31 A. Temporary Facilities
01 50 00 - 4
DAP TEMPORARY FACILITIES AND CONTROLS
Page 4 of 4
CITY OF FORT WORTH MERCANTILE 615K SF TO BUILD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS PROJECT 102942
Revised JULY 1, 2011
1 1. Remove all temporary facilities and restore area after completion of the Work, to a
2 condition equal to or better than prior to start of Work.
3 3.12 PROTECTION [NOT USED]
4 3.13 MAINTENANCE [NOT USED]
5 3.14 ATTACHMENTS [NOT USED]
6 END OF SECTION
7
Revision Log
DATE NAME SUMMARY OF CHANGE
8
01 55 26 - 1
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 1 of 3
CITY OF FORT WORTH MERCANTILE 615K SF TO BUILD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS PROJECT 102942
Revised July 1, 2011
1 SECTION 01 55 26
2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Administrative procedures for:
7 a. Street Use Permit
8 b. Modification of approved traffic control
9 c. Removal of Street Signs
10 B. Deviations from this City of Fort Worth Standard Specification
11 1. None.
12 C. Related Specification Sections include, but are not necessarily limited to:
13 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
14 2. Division 1 – General Requirements
15 3. Section 34 71 13 – Traffic Control
16 1.2 PRICE AND PAYMENT PROCEDURES
17 A. Measurement and Payment
18 1. Work associated with this Item is considered subsidiary to the various Items bid.
19 No separate payment will be allowed for this Item.
20 1.3 REFERENCES
21 A. Reference Standards
22 1. Reference standards cited in this specification refer to the current reference standard
23 published at the time of the latest revision date logged at the end of this
24 specification, unless a date is specifically cited.
25 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD).
26 1.4 ADMINISTRATIVE REQUIREMENTS
27 A. Traffic Control
28 1. General
29 a. When traffic control plans are included in the Drawings, provide Traffic
30 Control in accordance with Drawings and Section 34 71 13.
31 b. When traffic control plans are not included in the Drawings, prepare traffic
32 control plans in accordance with Section 34 71 13 and submit to City for
33 review.
34 1) Allow minimum 10 working days for review of proposed Traffic Control.
35 B. Street Use Permit
36 1. Prior to installation of Traffic Control, a City Street Use Permit is required.
37 a. To obtain Street Use Permit, submit Traffic Control Plans to City
38 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 MERCANTILE 615K SF TO BUILD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS PROJECT 102942
Revised July 1, 2011
1 1) Allow a minimum of 5 working days for permit review.
2 2) Contractor’s responsibility to coordinate review of Traffic Control plans for
3 Street Use Permit, such that construction is not delayed.
4 C. Modification to Approved Traffic Control
5 1. Prior to installation traffic control:
6 a. Submit revised traffic control plans to City Department Transportation and
7 Public Works Department.
8 1) Revise Traffic Control plans in accordance with Section 34 71 13.
9 2) Allow minimum 5 working days for review of revised Traffic Control.
10 3) It is the Contractor’s responsibility to coordinate review of Traffic Control
11 plans for Street Use Permit, such that construction is not delayed.
12 D. Removal of Street Sign
13 1. If it is determined that a street sign must be removed for construction, then contact
14 City Transportation and Public Works Department, Signs and Markings Division to
15 remove the sign.
16 E. Temporary Signage
17 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting
18 requirements of the latest edition of the Texas Manual on Uniform Traffic Control
19 Devices (MUTCD).
20 2. Install temporary sign before the removal of permanent sign.
21 3. When construction is complete, to the extent that the permanent sign can be
22 reinstalled, contact the City Transportation and Public Works Department, Signs
23 and Markings Division, to reinstall the permanent sign.
24 F. Traffic Control Standards
25 1. Traffic Control Standards can be found on the City’s Buzzsaw website.
26 1.5 SUBMITTALS [NOT USED]
27 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
28 1.7 CLOSEOUT SUBMITTALS [NOT USED]
29 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
30 1.9 QUALITY ASSURANCE [NOT USED]
31 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
32 1.11 FIELD [SITE] CONDITIONS [NOT USED]
33 1.12 WARRANTY [NOT USED]
34 PART 2 - PRODUCTS [NOT USED]
35 PART 3 - EXECUTION [NOT USED]
36 END OF SECTION
01 55 26 - 3
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 3 of 3
CITY OF FORT WORTH MERCANTILE 615K SF TO BUILD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS PROJECT 102942
Revised July 1, 2011
1
Revision Log
DATE NAME SUMMARY OF CHANGE
2
01 57 13 - 1
DAP STORM WATER POLLUTION PREVENTION
Page 1 of 3
CITY OF FORT WORTH MERCANTILE 615K SF TO BUILD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS PROJECT 102942
Revised July 1, 2011
1 SECTION 01 57 13
2 STORM WATER POLLUTION PREVENTION
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Procedures for Storm Water Pollution Prevention Plans
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
11 Contract
12 2. Division 1 – General Requirements
13 3. Section 31 25 00 – Erosion and Sediment Control
14 1.2 PRICE AND PAYMENT PROCEDURES
15 A. Measurement and Payment
16 1. Construction Activities resulting in less than 1 acre of disturbance
17 a. Work associated with this Item is considered subsidiary to the various Items
18 bid. No separate payment will be allowed for this Item.
19 2. Construction Activities resulting in greater than 1 acre of disturbance
20 a. Measurement and Payment shall be in accordance with Section 31 25 00.
21 1.3 REFERENCES
22 A. Abbreviations and Acronyms
23 1. Notice of Intent: NOI
24 2. Notice of Termination: NOT
25 3. Storm Water Pollution Prevention Plan: SWPPP
26 4. Texas Commission on Environmental Quality: TCEQ
27 5. Notice of Change: NOC
28 A. Reference Standards
29 1. Reference standards cited in this Specification refer to the current reference
30 standard published at the time of the latest revision date logged at the end of this
31 Specification, unless a date is specifically cited.
32 2. Integrated Storm Management (iSWM) Technical Manual for Construction
33 Controls
34 1.4 ADMINISTRATIVE REQUIREMENTS
35 A. General
36 1. Contractor is responsible for resolution and payment of any fines issued associated
37 with compliance to Stormwater Pollution Prevention Plan.
01 57 13 - 2
DAP STORM WATER POLLUTION PREVENTION
Page 2 of 3
CITY OF FORT WORTH MERCANTILE 615K SF TO BUILD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS PROJECT 102942
Revised July 1, 2011
1 B. Construction Activities resulting in:
2 1. Less than 1 acre of disturbance
3 a. Provide erosion and sediment control in accordance with Section 31 25 00 and
4 Drawings.
5 2. 1 to less than 5 acres of disturbance
6 a. Texas Pollutant Discharge Elimination System (TPDES) General Construction
7 Permit is required
8 b. Complete SWPPP in accordance with TCEQ requirements
9 1) TCEQ Small Construction Site Notice Required under general permit
10 TXR150000
11 a) Sign and post at job site
12 b) Prior to Preconstruction Meeting, send 1 copy to City Department of
13 Transportation and Public Works, Environmental Division, (817) 392-
14 6088.
15 2) Provide erosion and sediment control in accordance with:
16 a) Section 31 25 00
17 b) The Drawings
18 c) TXR150000 General Permit
19 d) SWPPP
20 e) TCEQ requirements
21 3. 5 acres or more of Disturbance
22 a. Texas Pollutant Discharge Elimination System (TPDES) General Construction
23 Permit is required
24 b. Complete SWPPP in accordance with TCEQ requirements
25 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee
26 a) Sign and post at job site
27 b) Send copy to City Department of Transportation and Public Works,
28 Environmental Division, (817) 392-6088.
29 2) TCEQ Notice of Change required if making changes or updates to NOI
30 3) Provide erosion and sediment control in accordance with:
31 a) Section 31 25 00
32 b) The Drawings
33 c) TXR150000 General Permit
34 d) SWPPP
35 e) TCEQ requirements
36 4) Once the project has been completed and all the closeout requirements of
37 TCEQ have been met a TCEQ Notice of Termination can be submitted.
38 a) Send copy to City Department of Transportation and Public Works,
39 Environmental Division, (817) 392-6088.
40 1.5 SUBMITTALS
41 A. SWPPP
42 1. Submit in accordance with Section 01 33 00, except as stated herein.
43 a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City
44 as follows:
45 1) 1 copy to the City Project Manager
46 a) City Project Manager will forward to the City Department of
47 Transportation and Public Works, Environmental Division for review
01 57 13 - 3
DAP STORM WATER POLLUTION PREVENTION
Page 3 of 3
CITY OF FORT WORTH MERCANTILE 615K SF TO BUILD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS PROJECT 102942
Revised July 1, 2011
1 B. Modified SWPPP
2 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City
3 in accordance with Section 01 33 00.
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 [NOT USED]
12 PART 3 - EXECUTION [NOT USED]
13 END OF SECTION
14
Revision Log
DATE NAME SUMMARY OF CHANGE
15
01 60 00
DAP PRODUCT REQUIREMENTS
Page 1 of 2
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised March 20, 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 list of City approved products for use is available through the City’s website at:
https://apps.fortworthtexas.gov/ProjectResources/ and following the directory
path: 02 - Construction Documents\Standard Products List
A. Only products specifically included on City’s Standard Product List in these Contract
Documents shall be allowed for use on the Project.
1. Any subsequently approved products will only be allowed for use upon specific
approval by the City.
B. Any specific product requirements in the Contract Documents supersede similar
products included on the City’s Standard Product List.
1. The City reserves the right to not allow products to be used for certain projects even
though the product is listed on the City’s Standard Product List.
C. Although a specific product is included on City’s Standard Product List, not all
products from that manufacturer are approved for use, including but not limited to, that
manufacturer’s standard product.
D. See Section 01 33 00 for submittal requirements of Product Data included on City’s
Standard Product List.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
01 60 00
DAP PRODUCT REQUIREMENTS
Page 2 of 2
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised March 20, 2020
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
10/12/12 D. Johnson Modified Location of City’s Standard Product List
4/7/2014 M.Domenech Revised for DAP application
03/20/2020 D.V. Magaña Removed reference to Buzzsaw and noted that the City approved products list is
accessible through the City’s website.
01 66 00 - 1
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 1 of 4
CITY OF FORT WORTH MERCANTILE 615K SF TO BUILD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS PROJECT 102942
Revised April 7, 2014
1 SECTION 01 66 00
2 PRODUCT STORAGE AND HANDLING REQUIREMENTS
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Scheduling of product delivery
7 2. Packaging of products for delivery
8 3. Protection of products against damage from:
9 a. Handling
10 b. Exposure to elements or harsh environments
11 B. Deviations from this City of Fort Worth Standard Specification
12 1. None.
13 C. Related Specification Sections include, but are not necessarily limited to:
14 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
15 2. Division 1 – General Requirements
16 1.2 PRICE AND PAYMENT PROCEDURES
17 A. Measurement and Payment
18 1. Work associated with this Item is considered subsidiary to the various Items bid.
19 No separate payment will be allowed for this Item.
20 1.3 REFERENCES [NOT USED]
21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
22 1.5 SUBMITTALS [NOT USED]
23 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
24 1.7 CLOSEOUT SUBMITTALS [NOT USED]
25 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
26 1.9 QUALITY ASSURANCE [NOT USED]
27 1.10 DELIVERY AND HANDLING
28 A. Delivery Requirements
29 1. Schedule delivery of products or equipment as required to allow timely installation
30 and to avoid prolonged storage.
31 2. Provide appropriate personnel and equipment to receive deliveries.
32 3. Delivery trucks will not be permitted to wait extended periods of time on the Site
33 for personnel or equipment to receive the delivery.
01 66 00 - 2
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 2 of 4
CITY OF FORT WORTH MERCANTILE 615K SF TO BUILD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS PROJECT 102942
Revised April 7, 2014
1 4. Deliver products or equipment in manufacturer's original unbroken cartons or other
2 containers designed and constructed to protect the contents from physical or
3 environmental damage.
4 5. Clearly and fully mark and identify as to manufacturer, item and installation
5 location.
6 6. Provide manufacturer's instructions for storage and handling.
7 B. Handling Requirements
8 1. Handle products or equipment in accordance with these Contract Documents and
9 manufacturer’s recommendations and instructions.
10 C. Storage Requirements
11 1. Store materials in accordance with manufacturer’s recommendations and
12 requirements of these Specifications.
13 2. Make necessary provisions for safe storage of materials and equipment.
14 a. Place loose soil materials and materials to be incorporated into Work to prevent
15 damage to any part of Work or existing facilities and to maintain free access at
16 all times to all parts of Work and to utility service company installations in
17 vicinity of Work.
18 3. Keep materials and equipment neatly and compactly stored in locations that will
19 cause minimum inconvenience to other contractors, public travel, adjoining owners,
20 tenants and occupants.
21 a. Arrange storage to provide easy access for inspection.
22 4. Restrict storage to areas available on construction site for storage of material and
23 equipment as shown on Drawings, or approved by City’s Project Representative.
24 5. Provide off-site storage and protection when on-site storage is not adequate.
25 a. Provide addresses of and access to off-site storage locations for inspection by
26 City’s Project Representative.
27 6. Do not use lawns, grass plots or other private property for storage purposes without
28 written permission of owner or other person in possession or control of premises.
29 7. Store in manufacturers’ unopened containers.
30 8. Neatly, safely and compactly stack materials delivered and stored along line of
31 Work to avoid inconvenience and damage to property owners and general public
32 and maintain at least 3 feet from fire hydrant.
33 9. Keep public and private driveways and street crossings open.
34 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to
35 satisfaction of City’s Project Representative.
36 a. Total length which materials may be distributed along route of construction at
37 one time is 1,000 linear feet, unless otherwise approved in writing by City’s
38 Project Representative.
01 66 00 - 3
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 3 of 4
CITY OF FORT WORTH MERCANTILE 615K SF TO BUILD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS PROJECT 102942
Revised April 7, 2014
1 1.11 FIELD [SITE] CONDITIONS [NOT USED]
2 1.12 WARRANTY [NOT USED]
3 PART 2 - PRODUCTS [NOT USED]
4 PART 3 - EXECUTION
5 3.1 INSTALLERS [NOT USED]
6 3.2 EXAMINATION [NOT USED]
7 3.3 PREPARATION [NOT USED]
8 3.4 ERECTION [NOT USED]
9 3.5 REPAIR / RESTORATION [NOT USED]
10 3.6 RE-INSTALLATION [NOT USED]
11 3.7 FIELD [OR] SITE QUALITY CONTROL
12 A. Tests and Inspections
13 1. Inspect all products or equipment delivered to the site prior to unloading.
14 B. Non-Conforming Work
15 1. Reject all products or equipment that are damaged, used or in any other way
16 unsatisfactory for use on the project.
17 3.8 SYSTEM STARTUP [NOT USED]
18 3.9 ADJUSTING [NOT USED]
19 3.10 CLEANING [NOT USED]
20 3.11 CLOSEOUT ACTIVITIES [NOT USED]
21 3.12 PROTECTION
22 A. Protect all products or equipment in accordance with manufacturer's written directions.
23 B. Store products or equipment in location to avoid physical damage to items while in
24 storage.
25 C. Protect equipment from exposure to elements and keep thoroughly dry if required by
26 the manufacturer.
27 3.13 MAINTENANCE [NOT USED]
28 3.14 ATTACHMENTS [NOT USED]
29 END OF SECTION
30
01 66 00 - 4
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 4 of 4
CITY OF FORT WORTH MERCANTILE 615K SF TO BUILD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS PROJECT 102942
Revised April 7, 2014
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
1
01 70 00 - 1
MOBILIZATION AND REMOBILIZATION
Page 1 of 9
CITY OF FORT WORTH MERCANTILE 615K SF TO BUILD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS[Insert Project Number] PROJECT 102942
Revised November 22, 2016
1 SECTION 01 70 00
2 MOBILIZATION AND REMOBILIZATION
3 [Text in Blue is for information or guidance. Remove all blue text in the final project document.]
4 PART 1 - GENERAL
5 1.1 SUMMARY
6 A. Section Includes:
7 1. Mobilization and Demobilization
8 a. Mobilization
9 1) Transportation of Contractor’s personnel, equipment, and operating
10 supplies to the Site
11 2) Establishment of necessary general facilities for the Contractor’s operation
12 at the Site
13 3) Premiums paid for performance and payment bonds
14 4) Transportation of Contractor’s personnel, equipment, and operating
15 supplies to another location within the designated Site
16 5) Relocation of necessary general facilities for the Contractor’s operation
17 from 1 location to another location on the Site.
18 b. Demobilization
19 1) Transportation of Contractor’s personnel, equipment, and operating
20 supplies away from the Site including disassembly
21 2) Site Clean-up
22 3) Removal of all buildings and/or other facilities assembled at the Site for
23 this Contract
24 c. Mobilization and Demobilization do not include activities for specific items of
25 work that are for which payment is provided elsewhere in the contract.
26 2. Remobilization
27 a. Remobilization for Suspension of Work specifically required in the Contract
28 Documents or as required by City includes:
01 70 00 - 2
MOBILIZATION AND REMOBILIZATION
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CITY OF FORT WORTH MERCANTILE 615K SF TO BUILD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS[Insert Project Number] PROJECT 102942
Revised November 22, 2016
1 1) Demobilization
2 a) Transportation of Contractor’s personnel, equipment, and operating
3 supplies from the Site including disassembly or temporarily securing
4 equipment, supplies, and other facilities as designated by the Contract
5 Documents necessary to suspend the Work.
6 b) Site Clean-up as designated in the Contract Documents
7 2) Remobilization
8 a) Transportation of Contractor’s personnel, equipment, and operating
9 supplies to the Site necessary to resume the Work.
10 b) Establishment of necessary general facilities for the Contractor’s
11 operation at the Site necessary to resume the Work.
12 3) No Payments will be made for:
13 a) Mobilization and Demobilization from one location to another on the
14 Site in the normal progress of performing the Work.
15 b) Stand-by or idle time
16 c) Lost profits
17 3. Mobilizations and Demobilization for Miscellaneous Projects
18 a. Mobilization and Demobilization
19 1) Mobilization shall consist of the activities and cost on a Work Order basis
20 necessary for:
21 a) Transportation of Contractor’s personnel, equipment, and operating
22 supplies to the Site for the issued Work Order.
23 b) Establishment of necessary general facilities for the Contractor’s
24 operation at the Site for the issued Work Order
25 2) Demobilization shall consist of the activities and cost necessary for:
26 a) Transportation of Contractor’s personnel, equipment, and operating
27 supplies from the Site including disassembly for each issued Work
28 Order
29 b) Site Clean-up for each issued Work Order
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MOBILIZATION AND REMOBILIZATION
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CITY OF FORT WORTH MERCANTILE 615K SF TO BUILD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS[Insert Project Number] PROJECT 102942
Revised November 22, 2016
1 c) Removal of all buildings or other facilities assembled at the Site for
2 each Work Oder
3 b. Mobilization and Demobilization do not include activities for specific items of
4 work for which payment is provided elsewhere in the contract.
5 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects
6 a. A Mobilization for Miscellaneous Projects when directed by the City and the
7 mobilization occurs within 24 hours of the issuance of the Work Order.
8 B. Deviations from this City of Fort Worth Standard Specification
9 1. None.
10 C. Related Specification Sections include, but are not necessarily limited to:
11 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
12 2. Division 1 – General Requirements
13 1.2 PRICE AND PAYMENT PROCEDURES
14 A. Measurement and Payment [Consult City Department/Division for direction on if
15 Mobilization pay item to be included or the item should be subsidiary. Include the
16 appropriate Section 1.2 A. 1.]
17 1.Mobilization and Demobilization [If subsidiary]
18 a. Measure
19 1) This Item is considered subsidiary to the various Items bid.
20 b. Payment
21 1) The work performed and materials furnished in accordance with this Item
22 are subsidiary to the various Items bid and no other compensation will be
23 allowed.
24 [OR]
25 1.Mobilization and Demobilization [If bid item included for Mobilization – Consultant
26 to provide a maximum % of adjusted contract amount based on the anticipated
27 mobilization costs to limit the amount bid for this item]
28 a. Measure
01 70 00 - 4
MOBILIZATION AND REMOBILIZATION
Page 4 of 9
CITY OF FORT WORTH MERCANTILE 615K SF TO BUILD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS[Insert Project Number] PROJECT 102942
Revised November 22, 2016
1 1) This Item will be measured by the lump sum or each as the work
2 progresses. Mobilization is calculated on the base bid only and will not be
3 paid for separately on any additive alternate items added to the Contract.
4 2) Demobilization shall be considered subsidiary to the various bid items.
5 b. Payment
6 1) For this Item, the adjusted Contract amount will be calculated as the total
7 Contract amount less the lump sum for mobilization. Mobilization shall be
8 made in partial payments as follows:
9 a) When 1% of the adjusted Contract amount for construction Items is
10 earned, 50% of the mobilization lump sum bid or [Insert ½ the maximum
11 allowed] % of the total Contract amount, whichever is less, will be paid.
12 b) When 5% of the adjusted Contract amount for construction Items is
13 earned, 75% of the mobilization lump sum bid or [Insert the maximum
14 allowed]% of the total Contract amount, whichever is less, will be paid.
15 Previous payments under the Item will be deducted from this amount.
16 c) When 10% of the adjusted Contract amount for construction Items is
17 earned, 100% of the mobilization lump sum bid or [Insert the maximum
18 allowed]% of the total Contract amount, whichever is less, will be paid.
19 Previous payments under the Item will be deducted from this amount.
20 d)A bid containing a total for “Mobilization” in excess of [Insert
21 maximum allowed] % of total contract shall be considered unbalanced
22 and a cause for consideration of rejection.
23 e)The Lump Sum bid for “Mobilization – Paving/Drainage” shall NOT
24 include any cost or sum for mobilization items associated with
25 water/sewer items. Those costs shall be included in the various
26 water/sewer bid Items. Otherwise the bid Items shall be considered
27 unbalanced and a cause for consideration of rejection.
28 f) The Lump Sum bid for “Mobilization – Paving” shall NOT include any
29 cost or sum for mobilization items associated with drainage items.
30 Those costs shall be included in the “Mobilization – Drainage” Lump Sum
31 bid Item. Otherwise the bid Items shall be considered unbalanced and a
32 cause for consideration of rejection.
33 g) The Lump Sum bid for “Mobilization – Drainage” shall NOT include any
34 cost or sum for mobilization items associated with paving items. Those
35 costs shall be included in the “Mobilization – Paving” Lump Sum bid
01 70 00 - 5
MOBILIZATION AND REMOBILIZATION
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CITY OF FORT WORTH MERCANTILE 615K SF TO BUILD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS[Insert Project Number] PROJECT 102942
Revised November 22, 2016
1 Item. Otherwise the bid Items shall be considered unbalanced and a
2 cause for consideration of rejection.
3 2) The work performed and materials furnished for demobilization in
4 accordance with this Item are subsidiary to the various Items bid and no
5 other compensation will be allowed.
6 [OR]
7 1.Mobilization and Demobilization [If multiple “Mobilization” bid items are used due
8 to different funding (ex. Water and Sewer and Paving and/or Drainage) – Provide
9 detail of each bid item - Consultant to provide detail for each bid item (typically
10 Water/Sewer will be subsidiary and Paving/Drainage will be LS, with possibly
11 separate bid items for Paving and Drainage due to funding).]
12 a. Measure
13 1) This item for Water/Sewer improvements is considered subsidiary to the
14 various Items bid.
15 2) “Mobilization – Paving,” “Mobilization – Drainage,” and/or “Mobilization –
16 Paving/Drainage” will be measured by the lump sum or each as the work
17 progresses. Mobilization is calculated on the base bid only and will not be
18 paid for separately on any additive alternate items added to the Contract.
19 3) Demobilization shall be considered subsidiary to the various bid items.
20 b. Payment
21 1) The work performed and materials furnished in accordance with this Item
22 for Water/Sewer improvements are subsidiary to the various Items bid and
23 no other compensation will be allowed.
24 2) “Mobilization – Paving,” “Mobilization – Drainage,” and/or “Mobilization –
25 Paving/Drainage”, the adjusted Contract amount will be calculated as the
26 total Contract amount for paving, drainage or paving/drainage
27 improvements less the lump sum for mobilization. Mobilization shall be
28 made in partial payments as follows:
29 a) When 1% of the adjusted Contract amount for construction Items is
30 earned, 50% of the mobilization lump sum bid or [Insert ½ the maximum
31 allowed] % of the total paving, drainage, or paving/drainage Contract
32 amount, whichever is less, will be paid.
01 70 00 - 6
MOBILIZATION AND REMOBILIZATION
Page 6 of 9
CITY OF FORT WORTH MERCANTILE 615K SF TO BUILD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS[Insert Project Number] PROJECT 102942
Revised November 22, 2016
1 b) When 5% of the adjusted Contract amount for construction Items is
2 earned, 75% of the mobilization lump sum bid or [Insert the maximum
3 allowed]% of the total paving, drainage, or paving/drainage Contract
4 amount, whichever is less, will be paid. Previous payments under the Item
5 will be deducted from this amount.
6 c) When 10% of the adjusted Contract amount for construction Items is
7 earned, 100% of the mobilization lump sum bid or [Insert the maximum
8 allowed]% of the total paving, drainage, or paving/drainage Contract
9 amount, whichever is less, will be paid. Previous payments under the Item
10 will be deducted from this amount.
11 d)A bid containing a total for “Mobilization” in excess of [Insert
12 maximum allowed] % of total paving, drainage or paving/drainage
13 contract shall be considered unbalanced and a cause for consideration of
14 rejection.
15 3) The work performed and materials furnished for demobilization in
16 accordance with this Item are subsidiary to the various Items bid and no
17 other compensation will be allowed.
18 2. Remobilization for suspension of Work as specifically required in the Contract
19 Documents
20 a. Measurement
21 1) Measurement for this Item shall be per each remobilization performed.
22 b. Payment
23 1) The work performed and materials furnished in accordance with this Item
24 and measured as provided under “Measurement” will be paid for at the
25 unit price per each “Specified Remobilization” in accordance with
26 Contract Documents.
27 c. The price shall include:
28 1) Demobilization as described in Section 1.1.A.2.a.1)
29 2) Remobilization as described in Section 1.1.A.2.a.2)
30 d. No payments will be made for standby, idle time, or lost profits associated this
31 Item.
32 3. Remobilization for suspension of Work as required by City
01 70 00 - 7
MOBILIZATION AND REMOBILIZATION
Page 7 of 9
CITY OF FORT WORTH MERCANTILE 615K SF TO BUILD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS[Insert Project Number] PROJECT 102942
Revised November 22, 2016
1 a. Measurement and Payment
2 1) This shall be submitted as a Contract Claim in accordance with Article 10
3 of Section 00 72 00.
4 2) No payments will be made for standby, idle time, or lost profits associated
5 with this Item.
6 4. Mobilizations and Demobilizations for Miscellaneous Projects
7 a. Measurement
8 1) Measurement for this Item shall be for each Mobilization and
9 Demobilization required by the Contract Documents
10 b. Payment
11 1) The Work performed and materials furnished in accordance with this Item
12 and measured as provided under “Measurement” will be paid for at the
13 unit price per each “Work Order Mobilization” in accordance with
14 Contract Documents. Demobilization shall be considered subsidiary to
15 mobilization and shall not be paid for separately.
16 c. The price shall include:
17 1) Mobilization as described in Section 1.1.A.3.a.1)
18 2) Demobilization as described in Section 1.1.A.3.a.2)
19 d. No payments will be made for standby, idle time, or lost profits associated this
20 Item.
21 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects
22 a. Measurement
23 1) Measurement for this Item shall be for each Mobilization and
24 Demobilization required by the Contract Documents
25 b. Payment
26 1) The Work performed and materials furnished in accordance with this Item
27 and measured as provided under “Measurement” will be paid for at the
28 unit price per each “Work Order Emergency Mobilization” in accordance
29 with Contract Documents. Demobilization shall be considered subsidiary
30 to mobilization and shall not be paid for separately.
01 70 00 - 8
MOBILIZATION AND REMOBILIZATION
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CITY OF FORT WORTH MERCANTILE 615K SF TO BUILD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS[Insert Project Number] PROJECT 102942
Revised November 22, 2016
1 c. The price shall include
2 1) Mobilization as described in Section 1.1.A.4.a)
3 2) Demobilization as described in Section 1.1.A.3.a.2)
4 d. No payments will be made for standby, idle time, or lost profits associated this
5 Item.
6 1.3 REFERENCES [NOT USED]
7 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
8 1.5 SUBMITTALS [NOT USED]
9 1.6 INFORMATIONAL SUBMITTALS [NOT USED]
10 1.7 CLOSEOUT SUBMITTALS [NOT USED]
11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
12 1.9 QUALITY ASSURANCE [NOT USED]
13 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
14 1.11 FIELD [SITE] CONDITIONS [NOT USED]
15 1.12 WARRANTY [NOT USED]
16 PART 2 - PRODUCTS [NOT USED]
17 PART 3 - EXECUTION [NOT USED]
18 END OF SECTION
19
Revision Log
DATE NAME SUMMARY OF CHANGE
11/22/16 Michael Owen 1.2 Price and Payment Procedures - Revised specification, including blue text, to
make specification flexible for either subsidiary or paid bid item for Mobilization.
01 70 00 - 9
MOBILIZATION AND REMOBILIZATION
Page 9 of 9
CITY OF FORT WORTH MERCANTILE 615K SF TO BUILD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS[Insert Project Number] PROJECT 102942
Revised November 22, 2016
1
01 74 23 - 1
DAP CLEANING
Page 1 of 4
CITY OF FORT WORTH MERCANTILE 615K SF TO BUILD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS PROJECT 102942
Revised April 7, 2014
1 SECTION 01 74 23
2 CLEANING
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Intermediate and final cleaning for Work not including special cleaning of closed
7 systems specified elsewhere
8 B. Deviations from this City of Fort Worth Standard Specification
9 1. None.
10 C. Related Specification Sections include, but are not necessarily limited to:
11 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
12 2. Division 1 – General Requirements
13 3. Section 32 92 13 – Hydro-Mulching, Seeding and Sodding
14 1.2 PRICE AND PAYMENT PROCEDURES
15 A. Measurement and Payment
16 1. Work associated with this Item is considered subsidiary to the various Items bid.
17 No separate payment will be allowed for this Item.
18 1.3 REFERENCES [NOT USED]
19 1.4 ADMINISTRATIVE REQUIREMENTS
20 A. Scheduling
21 1. Schedule cleaning operations so that dust and other contaminants disturbed by
22 cleaning process will not fall on newly painted surfaces.
23 2. Schedule final cleaning upon completion of Work and immediately prior to final
24 inspection.
25 1.5 SUBMITTALS [NOT USED]
26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
27 1.7 CLOSEOUT SUBMITTALS [NOT USED]
28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
29 1.9 QUALITY ASSURANCE [NOT USED]
30 1.10 STORAGE, AND HANDLING
31 A. Storage and Handling Requirements
32 1. Store cleaning products and cleaning wastes in containers specifically designed for
33 those materials.
01 74 23 - 2
DAP CLEANING
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CITY OF FORT WORTH MERCANTILE 615K SF TO BUILD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS PROJECT 102942
Revised April 7, 2014
1 1.11 FIELD [SITE] CONDITIONS [NOT USED]
2 1.12 WARRANTY [NOT USED]
3 PART 2 - PRODUCTS
4 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED]
5 2.2 MATERIALS
6 A. Cleaning Agents
7 1. Compatible with surface being cleaned
8 2. New and uncontaminated
9 3. For manufactured surfaces
10 a. Material recommended by manufacturer
11 2.3 ACCESSORIES [NOT USED]
12 2.4 SOURCE QUALITY CONTROL [NOT USED]
13 PART 3 - EXECUTION
14 3.1 INSTALLERS [NOT USED]
15 3.2 EXAMINATION [NOT USED]
16 3.3 PREPARATION [NOT USED]
17 3.4 APPLICATION [NOT USED]
18 3.5 REPAIR / RESTORATION [NOT USED]
19 3.6 RE-INSTALLATION [NOT USED]
20 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
21 3.8 SYSTEM STARTUP [NOT USED]
22 3.9 ADJUSTING [NOT USED]
23 3.10 CLEANING
24 A. General
25 1. Prevent accumulation of wastes that create hazardous conditions.
26 2. Conduct cleaning and disposal operations to comply with laws and safety orders of
27 governing authorities.
28 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in
29 storm or sanitary drains or sewers.
30 4. Dispose of degradable debris at an approved solid waste disposal site.
31 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an
32 alternate manner approved by City and regulatory agencies.
01 74 23 - 3
DAP CLEANING
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CITY OF FORT WORTH MERCANTILE 615K SF TO BUILD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS PROJECT 102942
Revised April 7, 2014
1 6. Handle materials in a controlled manner with as few handlings as possible.
2 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with
3 this project.
4 8. Remove all signs of temporary construction and activities incidental to construction
5 of required permanent Work.
6 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to
7 have the cleaning completed at the expense of the Contractor.
8 10. Do not burn on-site.
9 B. Intermediate Cleaning during Construction
10 1. Keep Work areas clean so as not to hinder health, safety or convenience of
11 personnel in existing facility operations.
12 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish.
13 3. Confine construction debris daily in strategically located container(s):
14 a. Cover to prevent blowing by wind
15 b. Store debris away from construction or operational activities
16 c. Haul from site at a minimum of once per week
17 4. Vacuum clean interior areas when ready to receive finish painting.
18 a. Continue vacuum cleaning on an as-needed basis, until Final Acceptance.
19 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which
20 may become airborne or transported by flowing water during the storm.
21 C. Exterior (Site or Right of Way) Final Cleaning
22 1. Remove trash and debris containers from site.
23 a. Re-seed areas disturbed by location of trash and debris containers in accordance
24 with Section 32 92 13.
25 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object
26 that may hinder or disrupt the flow of traffic along the roadway.
27 3. Clean any interior areas including, but not limited to, vaults, manholes, structures,
28 junction boxes and inlets.
29 4. If no longer required for maintenance of erosion facilities, and upon approval by
30 City, remove erosion control from site.
31 5. Clean signs, lights, signals, etc.
32 3.11 CLOSEOUT ACTIVITIES [NOT USED]
33 3.12 PROTECTION [NOT USED]
34 3.13 MAINTENANCE [NOT USED]
35 3.14 ATTACHMENTS [NOT USED]
36
37
38
39
40
01 74 23 - 4
DAP CLEANING
Page 4 of 4
CITY OF FORT WORTH MERCANTILE 615K SF TO BUILD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS PROJECT 102942
Revised April 7, 2014
1 END OF SECTION
2
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
3
01 77 19 - 1
DAP CLOSEOUT REQUIREMENTS
Page 1 of 3
CITY OF FORT WORTH MERCANTILE 615K SF TO BUILD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS PROJECT 102942
Revised April 7, 2014
1 SECTION 01 77 19
2 CLOSEOUT REQUIREMENTS
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. The procedure for closing out a contract
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include, but are not necessarily limited to:
10 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
11 2. Division 1 – General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14 1. Work associated with this Item is considered subsidiary to the various Items bid.
15 No separate payment will be allowed for this Item.
16 1.3 REFERENCES [NOT USED]
17 1.4 ADMINISTRATIVE REQUIREMENTS
18 A. Guarantees, Bonds and Affidavits
19 1. No application for final payment will be accepted until all guarantees, bonds,
20 certificates, licenses and affidavits required for Work or equipment as specified are
21 satisfactorily filed with the City.
22 B. Release of Liens or Claims
23 1. No application for final payment will be accepted until satisfactory evidence of
24 release of liens has been submitted to the City.
25 1.5 SUBMITTALS
26 A. Submit all required documentation to City’s Project Representative.
01 77 19 - 2
DAP CLOSEOUT REQUIREMENTS
Page 2 of 3
CITY OF FORT WORTH MERCANTILE 615K SF TO BUILD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS PROJECT 102942
Revised April 7, 2014
1 1.6 INFORMATIONAL SUBMITTALS [NOT USED]
2 1.7 CLOSEOUT SUBMITTALS [NOT USED]
3 PART 2 - PRODUCTS [NOT USED]
4 PART 3 - EXECUTION
5 3.1 INSTALLERS [NOT USED]
6 3.2 EXAMINATION [NOT USED]
7 3.3 PREPARATION [NOT USED]
8 3.4 CLOSEOUT PROCEDURE
9 A. Prior to requesting Final Inspection, submit:
10 1. Project Record Documents in accordance with Section 01 78 39
11 2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23
12 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section
13 01 74 23.
14 C. Final Inspection
15 1. After final cleaning, provide notice to the City Project Representative that the Work
16 is completed.
17 a. The City will make an initial Final Inspection with the Contractor present.
18 b. Upon completion of this inspection, the City will notify the Contractor, in
19 writing within 10 business days, of any particulars in which this inspection
20 reveals that the Work is defective or incomplete.
21 2. Upon receiving written notice from the City, immediately undertake the Work
22 required to remedy deficiencies and complete the Work to the satisfaction of the
23 City.
24 3. Upon completion of Work associated with the items listed in the City's written
25 notice, inform the City, that the required Work has been completed. Upon receipt
26 of this notice, the City, in the presence of the Contractor, will make a subsequent
27 Final Inspection of the project.
28 4. Provide all special accessories required to place each item of equipment in full
29 operation. These special accessory items include, but are not limited to:
30 a. Specified spare parts
31 b. Adequate oil and grease as required for the first lubrication of the equipment
32 c. Initial fill up of all chemical tanks and fuel tanks
33 d. Light bulbs
34 e. Fuses
35 f. Vault keys
36 g. Handwheels
37 h. Other expendable items as required for initial start-up and operation of all
38 equipment
39 D. Notice of Project Completion
01 77 19 - 3
DAP CLOSEOUT REQUIREMENTS
Page 3 of 3
CITY OF FORT WORTH MERCANTILE 615K SF TO BUILD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS PROJECT 102942
Revised April 7, 2014
1 1. Once the City Project Representative finds the Work subsequent to Final Inspection
2 to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet).
3 E. Supporting Documentation
4 1. Coordinate with the City Project Representative to complete the following
5 additional forms:
6 a. Final Payment Request
7 b. Statement of Contract Time
8 c. Affidavit of Payment and Release of Liens
9 d. Consent of Surety to Final Payment
10 e. Pipe Report (if required)
11 f. Contractor’s Evaluation of City
12 g. Performance Evaluation of Contractor
13 F. Letter of Final Acceptance
14 1. Upon review and acceptance of Notice of Project Completion and Supporting
15 Documentation, in accordance with General Conditions, City will issue Letter of
16 Final Acceptance and release the Final Payment Request for payment.
17 3.5 REPAIR / RESTORATION [NOT USED]
18 3.6 RE-INSTALLATION [NOT USED]
19 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
20 3.8 SYSTEM STARTUP [NOT USED]
21 3.9 ADJUSTING [NOT USED]
22 3.10 CLEANING [NOT USED]
23 3.11 CLOSEOUT ACTIVITIES [NOT USED]
24 3.12 PROTECTION [NOT USED]
25 3.13 MAINTENANCE [NOT USED]
26 3.14 ATTACHMENTS [NOT USED]
27 END OF SECTION
28
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
29
01 78 23 - 1
DAP OPERATION AND MAINTENANCE DATA
Page 1 of 5
CITY OF FORT WORTH MERCANTILE 615K SF TO BUILD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS PROJECT 102942
Revised April 7, 2014
1 SECTION 01 78 23
2 OPERATION AND MAINTENANCE DATA
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Product data and related information appropriate for City's maintenance and
7 operation of products furnished under Contract
8 2. Such products may include, but are not limited to:
9 a. Traffic Controllers
10 b. Irrigation Controllers (to be operated by the City)
11 c. Butterfly Valves
12 B. Deviations from this City of Fort Worth Standard Specification
13 1. None.
14 C. Related Specification Sections include, but are not necessarily limited to:
15 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
16 2. Division 1 – General Requirements
17 1.2 PRICE AND PAYMENT PROCEDURES
18 A. Measurement and Payment
19 1. Work associated with this Item is considered subsidiary to the various Items bid.
20 No separate payment will be allowed for this Item.
21 1.3 REFERENCES [NOT USED]
22 1.4 ADMINISTRATIVE REQUIREMENTS
23 A. Schedule
24 1. Submit manuals in final form to the City within 30 calendar days of product
25 shipment to the project site.
26 1.5 SUBMITTALS
27 A. Submittals shall be in accordance with Section 01 33 00. All submittals shall be
28 approved by the City prior to delivery.
29 1.6 INFORMATIONAL SUBMITTALS
30 A. Submittal Form
31 1. Prepare data in form of an instructional manual for use by City personnel.
32 2. Format
33 a. Size: 8 ½ inches x 11 inches
34 b. Paper
35 1) 40 pound minimum, white, for typed pages
36 2) Holes reinforced with plastic, cloth or metal
37 c. Text: Manufacturer’s printed data, or neatly typewritten
01 78 23 - 2
DAP OPERATION AND MAINTENANCE DATA
Page 2 of 5
CITY OF FORT WORTH MERCANTILE 615K SF TO BUILD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS PROJECT 102942
Revised April 7, 2014
1 d. Drawings
2 1) Provide reinforced punched binder tab, bind in with text
3 2) Reduce larger drawings and fold to size of text pages.
4 e. Provide fly-leaf for each separate product, or each piece of operating
5 equipment.
6 1) Provide typed description of product, and major component parts of
7 equipment.
8 2) Provide indexed tabs.
9 f. Cover
10 1) Identify each volume with typed or printed title "OPERATING AND
11 MAINTENANCE INSTRUCTIONS".
12 2) List:
13 a) Title of Project
14 b) Identity of separate structure as applicable
15 c) Identity of general subject matter covered in the manual
16 3. Binders
17 a. Commercial quality 3-ring binders with durable and cleanable plastic covers
18 b. When multiple binders are used, correlate the data into related consistent
19 groupings.
20 4. If available, provide an electronic form of the O&M Manual.
21 B. Manual Content
22 1. Neatly typewritten table of contents for each volume, arranged in systematic order
23 a. Contractor, name of responsible principal, address and telephone number
24 b. A list of each product required to be included, indexed to content of the volume
25 c. List, with each product:
26 1) The name, address and telephone number of the subcontractor or installer
27 2) A list of each product required to be included, indexed to content of the
28 volume
29 3) Identify area of responsibility of each
30 4) Local source of supply for parts and replacement
31 d. Identify each product by product name and other identifying symbols as set
32 forth in Contract Documents.
33 2. Product Data
34 a. Include only those sheets which are pertinent to the specific product.
35 b. Annotate each sheet to:
36 1) Clearly identify specific product or part installed
37 2) Clearly identify data applicable to installation
38 3) Delete references to inapplicable information
39 3. Drawings
40 a. Supplement product data with drawings as necessary to clearly illustrate:
41 1) Relations of component parts of equipment and systems
42 2) Control and flow diagrams
43 b. Coordinate drawings with information in Project Record Documents to assure
44 correct illustration of completed installation.
45 c. Do not use Project Record Drawings as maintenance drawings.
46 4. Written text, as required to supplement product data for the particular installation:
47 a. Organize in consistent format under separate headings for different procedures.
48 b. Provide logical sequence of instructions of each procedure.
01 78 23 - 3
DAP OPERATION AND MAINTENANCE DATA
Page 3 of 5
CITY OF FORT WORTH MERCANTILE 615K SF TO BUILD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS PROJECT 102942
Revised April 7, 2014
1 5. Copy of each warranty, bond and service contract issued
2 a. Provide information sheet for City personnel giving:
3 1) Proper procedures in event of failure
4 2) Instances which might affect validity of warranties or bonds
5 C. Manual for Materials and Finishes
6 1. Submit 5 copies of complete manual in final form.
7 2. Content, for architectural products, applied materials and finishes:
8 a. Manufacturer's data, giving full information on products
9 1) Catalog number, size, composition
10 2) Color and texture designations
11 3) Information required for reordering special manufactured products
12 b. Instructions for care and maintenance
13 1) Manufacturer's recommendation for types of cleaning agents and methods
14 2) Cautions against cleaning agents and methods which are detrimental to
15 product
16 3) Recommended schedule for cleaning and maintenance
17 3. Content, for moisture protection and weather exposure products:
18 a. Manufacturer's data, giving full information on products
19 1) Applicable standards
20 2) Chemical composition
21 3) Details of installation
22 b. Instructions for inspection, maintenance and repair
23 D. Manual for Equipment and Systems
24 1. Submit 5 copies of complete manual in final form.
25 2. Content, for each unit of equipment and system, as appropriate:
26 a. Description of unit and component parts
27 1) Function, normal operating characteristics and limiting conditions
28 2) Performance curves, engineering data and tests
29 3) Complete nomenclature and commercial number of replaceable parts
30 b. Operating procedures
31 1) Start-up, break-in, routine and normal operating instructions
32 2) Regulation, control, stopping, shut-down and emergency instructions
33 3) Summer and winter operating instructions
34 4) Special operating instructions
35 c. Maintenance procedures
36 1) Routine operations
37 2) Guide to "trouble shooting"
38 3) Disassembly, repair and reassembly
39 4) Alignment, adjusting and checking
40 d. Servicing and lubrication schedule
41 1) List of lubricants required
42 e. Manufacturer's printed operating and maintenance instructions
43 f. Description of sequence of operation by control manufacturer
44 1) Predicted life of parts subject to wear
45 2) Items recommended to be stocked as spare parts
46 g. As installed control diagrams by controls manufacturer
47 h. Each contractor's coordination drawings
48 1) As installed color coded piping diagrams
01 78 23 - 4
DAP OPERATION AND MAINTENANCE DATA
Page 4 of 5
CITY OF FORT WORTH MERCANTILE 615K SF TO BUILD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS PROJECT 102942
Revised April 7, 2014
1 i. Charts of valve tag numbers, with location and function of each valve
2 j. List of original manufacturer's spare parts, manufacturer's current prices, and
3 recommended quantities to be maintained in storage
4 k. Other data as required under pertinent Sections of Specifications
5 3. Content, for each electric and electronic system, as appropriate:
6 a. Description of system and component parts
7 1) Function, normal operating characteristics, and limiting conditions
8 2) Performance curves, engineering data and tests
9 3) Complete nomenclature and commercial number of replaceable parts
10 b. Circuit directories of panelboards
11 1) Electrical service
12 2) Controls
13 3) Communications
14 c. As installed color coded wiring diagrams
15 d. Operating procedures
16 1) Routine and normal operating instructions
17 2) Sequences required
18 3) Special operating instructions
19 e. Maintenance procedures
20 1) Routine operations
21 2) Guide to "trouble shooting"
22 3) Disassembly, repair and reassembly
23 4) Adjustment and checking
24 f. Manufacturer's printed operating and maintenance instructions
25 g. List of original manufacturer's spare parts, manufacturer's current prices, and
26 recommended quantities to be maintained in storage
27 h. Other data as required under pertinent Sections of Specifications
28 4. Prepare and include additional data when the need for such data becomes apparent
29 during instruction of City's personnel.
30 1.7 CLOSEOUT SUBMITTALS [NOT USED]
31 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
32 1.9 QUALITY ASSURANCE
33 A. Provide operation and maintenance data by personnel with the following criteria:
34 1. Trained and experienced in maintenance and operation of described products
35 2. Skilled as technical writer to the extent required to communicate essential data
36 3. Skilled as draftsman competent to prepare required drawings
01 78 23 - 5
DAP OPERATION AND MAINTENANCE DATA
Page 5 of 5
CITY OF FORT WORTH MERCANTILE 615K SF TO BUILD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS PROJECT 102942
Revised April 7, 2014
1 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
2 1.11 FIELD [SITE] CONDITIONS [NOT USED]
3 1.12 WARRANTY [NOT USED]
4 PART 2 - PRODUCTS [NOT USED]
5 PART 3 - EXECUTION [NOT USED]
6 END OF SECTION
7
Revision Log
DATE NAME SUMMARY OF CHANGE
8/31/2012 D. Johnson 1.5.A.1 – title of section removed
4/7/2014 M.Domenech Revised for DAP Application
8
01 78 39 - 1
DAP PROJECT RECORD DOCUMENTS
Page 1 of 4
CITY OF FORT WORTH MERCANTILE 615K SF TO BUILD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS PROJECT 102942
Revised April 7, 2014
1 SECTION 01 78 39
2 PROJECT RECORD DOCUMENTS
3 PART 1 - GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Work associated with the documenting the project and recording changes to project
7 documents, including:
8 a. Record Drawings
9 b. Water Meter Service Reports
10 c. Sanitary Sewer Service Reports
11 d. Large Water Meter Reports
12 B. Deviations from this City of Fort Worth Standard Specification
13 1. None.
14 C. Related Specification Sections include, but are not necessarily limited to:
15 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
16 2. Division 1 – General Requirements
17 1.2 PRICE AND PAYMENT PROCEDURES
18 A. Measurement and Payment
19 1. Work associated with this Item is considered subsidiary to the various Items bid.
20 No separate payment will be allowed for this Item.
21 1.3 REFERENCES [NOT USED]
22 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
23 1.5 SUBMITTALS
24 A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to
25 City’s Project Representative.
26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
27 1.7 CLOSEOUT SUBMITTALS [NOT USED]
28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
29 1.9 QUALITY ASSURANCE
30 A. Accuracy of Records
31 1. Thoroughly coordinate changes within the Record Documents, making adequate
32 and proper entries on each page of Specifications and each sheet of Drawings and
33 other Documents where such entry is required to show the change properly.
34 2. Accuracy of records shall be such that future search for items shown in the Contract
35 Documents may rely reasonably on information obtained from the approved Project
36 Record Documents.
01 78 39 - 2
DAP PROJECT RECORD DOCUMENTS
Page 2 of 4
CITY OF FORT WORTH MERCANTILE 615K SF TO BUILD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS PROJECT 102942
Revised April 7, 2014
1 3. To facilitate accuracy of records, make entries within 24 hours after receipt of
2 information that the change has occurred.
3 4. Provide factual information regarding all aspects of the Work, both concealed and
4 visible, to enable future modification of the Work to proceed without lengthy and
5 expensive site measurement, investigation and examination.
6 1.10 STORAGE AND HANDLING
7 A. Storage and Handling Requirements
8 1. Maintain the job set of Record Documents completely protected from deterioration
9 and from loss and damage until completion of the Work and transfer of all recorded
10 data to the final Project Record Documents.
11 2. In the event of loss of recorded data, use means necessary to again secure the data
12 to the City's approval.
13 a. In such case, provide replacements to the standards originally required by the
14 Contract Documents.
15 1.11 FIELD [SITE] CONDITIONS [NOT USED]
16 1.12 WARRANTY [NOT USED]
17 PART 2 - PRODUCTS
18 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED]
19 2.2 RECORD DOCUMENTS
20 A. Job set
21 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no
22 charge to the Contractor, 1 complete set of all Documents comprising the Contract.
23 B. Final Record Documents
24 1. At a time nearing the completion of the Work and prior to Final Inspection, provide
25 the City 1 complete set of all Final Record Drawings in the Contract.
26 2.3 ACCESSORIES [NOT USED]
27 2.4 SOURCE QUALITY CONTROL [NOT USED]
28 PART 3 - EXECUTION
29 3.1 INSTALLERS [NOT USED]
30 3.2 EXAMINATION [NOT USED]
31 3.3 PREPARATION [NOT USED]
32 3.4 MAINTENANCE DOCUMENTS
33 A. Maintenance of Job Set
34 1. Immediately upon receipt of the job set, identify each of the Documents with the
35 title, "RECORD DOCUMENTS - JOB SET".
01 78 39 - 3
DAP PROJECT RECORD DOCUMENTS
Page 3 of 4
CITY OF FORT WORTH MERCANTILE 615K SF TO BUILD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS PROJECT 102942
Revised April 7, 2014
1 2. Preservation
2 a. Considering the Contract completion time, the probable number of occasions
3 upon which the job set must be taken out for new entries and for examination,
4 and the conditions under which these activities will be performed, devise a
5 suitable method for protecting the job set.
6 b. Do not use the job set for any purpose except entry of new data and for review
7 by the City, until start of transfer of data to final Project Record Documents.
8 c. Maintain the job set at the site of work.
9 3. Coordination with Construction Survey
10 a. At a minimum clearly mark any deviations from Contract Documents
11 associated with installation of the infrastructure.
12 4. Making entries on Drawings
13 a. Record any deviations from Contract Documents.
14 b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the
15 change by graphic line and note as required.
16 c. Date all entries.
17 d. Call attention to the entry by a "cloud" drawn around the area or areas affected.
18 e. In the event of overlapping changes, use different colors for the overlapping
19 changes.
20 5. Conversion of schematic layouts
21 a. In some cases on the Drawings, arrangements of conduits, circuits, piping,
22 ducts, and similar items, are shown schematically and are not intended to
23 portray precise physical layout.
24 1) Final physical arrangement is determined by the Contractor, subject to the
25 City's approval.
26 2) However, design of future modifications of the facility may require
27 accurate information as to the final physical layout of items which are
28 shown only schematically on the Drawings.
29 b. Show on the job set of Record Drawings, by dimension accurate to within 1
30 inch, the centerline of each run of items.
31 1) Final physical arrangement is determined by the Contractor, subject to the
32 City's approval.
33 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in
34 ceiling plenum", "exposed", and the like).
35 3) Make all identification sufficiently descriptive that it may be related
36 reliably to the Specifications.
37 c. The City may waive the requirements for conversion of schematic layouts
38 where, in the City's judgment, conversion serves no useful purpose. However,
39 do not rely upon waivers being issued except as specifically issued in writing
40 by the City.
41 B. Final Project Record Documents
42 1. Transfer of data to Drawings
43 a. Carefully transfer change data shown on the job set of Record Drawings to the
44 corresponding final documents, coordinating the changes as required.
45 b. Clearly indicate at each affected detail and other Drawing a full description of
46 changes made during construction, and the actual location of items.
47 c. Call attention to each entry by drawing a "cloud" around the area or areas
48 affected.
01 78 39 - 4
DAP PROJECT RECORD DOCUMENTS
Page 4 of 4
CITY OF FORT WORTH MERCANTILE 615K SF TO BUILD
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS PROJECT 102942
Revised April 7, 2014
1 d. Make changes neatly, consistently and with the proper media to assure
2 longevity and clear reproduction.
3 2. Transfer of data to other Documents
4 a. If the Documents, other than Drawings, have been kept clean during progress of
5 the Work, and if entries thereon have been orderly to the approval of the City,
6 the job set of those Documents, other than Drawings, will be accepted as final
7 Record Documents.
8 b. If any such Document is not so approved by the City, secure a new copy of that
9 Document from the City at the City's usual charge for reproduction and
10 handling, and carefully transfer the change data to the new copy to the approval
11 of the City.
12 3.5 REPAIR / RESTORATION [NOT USED]
13 3.6 RE-INSTALLATION [NOT USED]
14 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
15 3.8 SYSTEM STARTUP [NOT USED]
16 3.9 ADJUSTING [NOT USED]
17 3.10 CLEANING [NOT USED]
18 3.11 CLOSEOUT ACTIVITIES [NOT USED]
19 3.12 PROTECTION [NOT USED]
20 3.13 MAINTENANCE [NOT USED]
21 3.14 ATTACHMENTS [NOT USED]
22 END OF SECTION
23
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP Application
24
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
GC-4.02 Subsurface and Physical Conditions
THIS PAGE LEFT INTENTIONALLY BLANK
MERCANTILE 615K SF TO BUILD
PROJECT 102942
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GEOTECHNIC�L I�VVESTIGATION
SYLVANIA EMF
TEX RAIL CORRID4R
FORT WORTH, TEXAS
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AGG REPORT NO. E15-0801
OCTOBER 16, 2015
PREPARED FOR:
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HUITT-ZOLLARS, INC.
FORT WORTH, TEXAS 76137
PRESENTED BY:
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GROUP
Geotechnical Engineering - Construction Services - Construction Materials Engineering Testing
3228 Halifax Street • Dallas, TX 75247 Ph. 972.444.8889 FX. 972.444.8893
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October 16, 2015
Mr. David G. Campbell, AIA, LEED
Vice President
Huitt-Zollars, Inc.
500 West 7t" Street, Suite 300
Fort Worth, Texas 76102
Phone: (817) 335-3000 x10203
Email: dcampbell@Huitt-Zollars.com
Re: Geotechnical investigation
Sylvania EMF
TEX Rail Corridor
Fort Worth, Texas
AGG Report No. E15-0801
Dear Mr. Campbell:
• GEOTECHNICAL ENGINEERING
• ENVIRONMENTAL CONSULTING
• CONSTRUCTION MATERIALS ENGINEERING AND TESTING
Please find enclosed our report summarizing the results of the geotechnical investigation
performed at the above referenced project. We trust the recommendations derived from this
investigation will provide you with the information necessary to complete your proposed
project successfully.
For your future construction materials testing and related quality control requirements, it is
recommended that the work be perFormed by Alliance Geotechnical Group, Inc. in order to
maintain continuity of inspection and testing services for the project under the direction of the
geotechnical project engineer.
We thank you for the opportunity to provide you with our professional services. If we can be of
further assistance, please do not hesitate to contact us.
Sincerely,
ALLIANCE GEOTECHNICAL GROUP, IN�.,OT�
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Mark J. Farrow, P.E.
Senior Vice President
Dallas • Ft. Worth • Frisco • L fn���� • Huntsville • Harrah, OK
3228 Halifax Street • Dallas, Texas 75247
Te1:972-444-8889 • Fax:972-444-8893 • www.aggengr.com
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TABLE OF CONTENTS
1.0
2.0
3.0
INTRODUCTION
1
1.1 PROJECT DESCRIPTION ............................................................................ 1
1.2 PURPOSE AND SCOPE ............................................................................... 1
FIELD INVESTIGATION ----------- -------------------____ 2
LABORATORY TESTING
4.0 SITE AND SUBSURFACE CONDITIONS ----------�_______________________________ 3
4.1 GENERAL SITE CONDITIONS ..................................................................... 3
4.2 SITE GEOLOGY ........................................................................................... 4
4.3 SUBSURFACE CONDITIONS .......................................................................4
4.4 GROUNDWATER CONDITIONS .................................................................. 4
5.0 ANALYSES AND RECOMMENDATIONS ------------------------------------------ 5
.�
7.0
:�
9.0
10.0
11.0
5.1 SOIL MOVEMENT ......................................................................................... 5
5.2 STRAIGHT SHAFT FOUNDATION SYSTEM ................................................ 5
5.2.1 DRILLED SHAFT SOIL INDUCED UPLIFT LOADS .................... 6
5.2.2LATERALLY LOADED PIERS ..................................................... 7
5.2.3DRILLED SHAFT CONSTRUCTION CONSIDERATIONS .......... 9
5.2.4GRADE BEAMS / TILT WALL PANELS .................................... 10
5.3 FLOOR SLAB .............................................................................................. 11
5.3.1STRUCTURALLY SUPPORTED FLOOR SLAB ........................ 11
5.3.2SLAB-ON-GRADE FLOOR SLAB .............................................. 11
5.4 FLAT WORKAND PIPING CONSIDERATIONS ......................................... 14
PAVEMENT RECOMMENDATIONS ---------------------------------------- 15
6.1 SUBGRADE PREPARATION ....................................................................
6.2 RECOMPACTED PAVEMENT SUBGRADE ..............................................
6.3 DRIVE APPROACHES ..............................................................................
6.4 PAVEMENT SECTIONS ............................................................................
6.5 PAVEMENT CONSIDERATIONS ..............................................................
NEW BOX CULVERT ------____�_____W____.._______________.
EARTHWORK GUIDELINES --------------------------------------�
�3
16
17
18
18
20
21
21
8.1 SITE GRADING AND DRAINAGE ............................................................... 21
8.2 UTILITY TRENCH EXCAVATION ............................................................... 22
8.3 PROOFROLLING AND SUBGRADE PREPARATION ................................ 22
8.4 ON-SITE CLAY FILL PLACEMENT IN PAVEMENT AND
LANDSCAPINGAREAS .............................................................................. 23
8.5 ON-SITE CLAY FILL PLACEMENT IN BUILDING AREAS .......................... 23
8.5.1 MOISTURE CONDITIONING PRIOR TO COMPACTION ......... 23
8.5.2QUALITY ASSURANCE REQUIREMENTS ............................... 24
8.6 SELECT FILL PLACEMENT IN BUILDING AREAS ..................................... 24
TREE EFFECTS ---------------------------------------- 24
FIELD SUPERVISION ---�.-.---.--.-w-..-------_________________ 25
LIMITATIONS ---------------------------------------- 25
PAGE
ALLIANCE GEOTECHNICAL GROUP E15-0801
FIGURES
PLAN OF BORINGS -----_---------------------------•
LOGS OF BORINGS----�_____________________________.
LEGEND - KEY TO LOG TERMS & SYMBOLS
SW E LL TEST RESU LTS ----------------------------•
SOLUBLE SULFATES TEST RESULTS --------�
LIME SERIES TEST RESULTS -------------------.
APPENDIX
MEASURES TO MINIMIZE DEEP SEATED SWELL
FIGURE
2 thru 18
19
20
21
22
ALLIANCE GEOTECHNICAL GROUP E15-0801
GEOTECHNICAL INVESTIGATION
SYLVANIA EMF
TEX RAIL CORRIDOR
FORT WORTH, TEXAS
1.0 INTRODUCTION
1.1 PROJECT DESCRIPTION
The project consists of a train maintenance facility to be constructed at the vacant site
located within the southeast quadrant of the intersection of Sylvania Avenue and the St.
Louis & Southwestern Railroad Track in Fort Worth, Texas. The train maintenance facility
will have two tracks on the interior of the structure and one track under a canopy. Overhead
cranes and forklift equipment will be used in this portion of the structure. These bays will be
utilized for fueling, train washing, inspection and maintenance. The administration and
operations portions of the structure will consist of two story construction. We understand
that the proposed structures will have maximum column loads of 500 kips. In addition,
various site pavements will be constructed including a new access roadway to be
constructed from E. Long Avenue and extending to the north for about 1,700 linear feet to
the proposed site.
A grading plan has not been provided at this time. Based upon available topographic
information from NCTCOG, the site slopes downward from the northwest towards the
southeast with elevation difference across the site on the order of 10 feet. Elevation
differences across the proposed building area appear to be on the order of 2 to 3 feet. For
the purpose of this investigation, we have assumed that balanced cuts and fills will be
performed during construction and that cuts of 2 feet or less and fills of 2 or less will be
required within the building pad area.
1.2 PURPOSE AND SCOPE
The purposes of this geotechnical investigation were to: 1) explore the subsurFace
conditions at the site, 2) evaluate the pertinent engineering properties of the subsurface
materials, 3) provide foundation recommendations for the proposed new structures, 4)
provide recommendations for subgrade stabilization and concrete pavement thickness
recommendations, and 5) provide comments and recommendations for site grading and
drainage. This report was prepared in general accordance with AGG's Proposal P15-0515E
dated May 28, 2015 and AGG's Supplemental Proposal P15-0803E dated August 7, 2015.
ALLIANCE GEOTECHNICAL GROUP E15-0801
P,4G e 1
2.0 FIELD INVESTIGATION
The field investigation consisted of drilling seventeen (17) test borings across the project
site. Six (6) borings (Borings B-1 thru B-6) were located within the vicinity of the proposed
new structures and were advanced to depths of about 30 feet below the existing ground
surface. Seven (7) borings (Borings S-1 and S-7) drilled to depths of 10 feet were located
within pavement areas within the proposed facility. Four (4) borings (P-1 thru P-4) were
located within the new access roadway. These borings were typically drilled to depths of 10
feet below the existing ground surFace. However, Boring P-2 was located in the vicinity of a
new culvert and this boring was advanced to a depth of 25 feet.
Note: AGG was unable to drill Boring S-8 due to site access issues.
A truck-mounted auger drill rig was used to advance the test borings and to obtain samples
for laboratory evaluation. The borings were located at the approximate locations shown on
the Plan of Borings (Figure 1).
Undisturbed samples of cohesive soils were obtained at intermittent intervals with standard,
thin-walled, seamless tube samplers. These samples were extruded in the field, logged,
sealed, and packaged to protect them from disturbance and maintain their in-situ moisture
content during transportation to our laboratory.
Foundation bearing properties of the calcareous soils and weathered limestone
encountered in the borings were evaluated by the Standard Penetration test in conjunction
with split spoon sampling. The Standard Penetration tests involves driving a standard 2 inch
diameter sampler a total of one foot and recording the blow counts and driving distances for
each 6 inch or 50 blow increment. The first 6 inch drive is for seating purposes. The results
of the Standard Penetration tests are recorded at the respective testing depths on the Logs
of Borings.
The rock encountered in the test borings was evaluated by the Texas Department of
Transportation Penetrometer (TxDOT Cone) tests. The TxDOT Cone is driven with the
resulting penetration in inches recorded for 100 blows. The results of the TxDOT Cone test
are recorded at the respective testing depths on the Logs of Borings.
The results of the boring program are presented on the Logs of Borings, Figures 2 thru 18.
A key to the descriptive terms and symbols used on the logs is presented on Figure 19.
ALLIANCE GEOTECHNICAL GROUP E15-0801
PAGE 2
3.0 LABORATORY TESTING
Laboratory tests were performed on representative samples of the soil to aid in
classification of the soil materials. These tests included Atterberg limits tests, moisture
content tests and unit weight determinations. Hand penetrometer tests were performed on
the clay soil samples to provide indications of the swell potential and the foundation bearing
properties of the subsurface strata.
To provide additional information about the swell characteristics of these soils (at their in-
situ moisture conditions), absorption swell tests were performed on selected samples of the
clay soils (see Figure 20). Soluble sulfate testing was performed to determine the potential
risks of lime-sulfate induced heave (see Figure 21). A lime series test was performed to
determine the optimum amount of lime for stabilization (see Figure 22).
4.0 SITE AND SUBSURFACE CONDITIONS
4.1 GENERAL SITE CONDITIONS
The project site is located within the southeast quadrant of the intersection of Sylvania
Avenue and the St. Louis & Southwestern Railroad Track in Fort Worth, Texas. The site is
vacant and mostly undeveloped. There are some large trees present on the site. See Plan
of Borings (Figure 1) for site configuration, location and aerial view. See the photo below of
the site.
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�?�`! �--- �-- � . . .:� . �� .
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ALLIANCE GEOTECHNICAL GROUP E15-0801
PAGE 3
Based upon available topographic information from NCTCOG, the site slopes downward
from the northwest towards the southeast with elevation difference across the site on the
order of 10 feet. Elevation differences across the proposed building appear to be on the
order of 2 to 3 feet.
4.2 SITE GEOLOGY
As shown on the Dallas sheet of the Geoloqic Atlas of Texas, the site is located in an area
underlain by the Fort Worth Limestone and Duck Creek formation. The Fort Worth
Limestone typically consists of limestone with alternating clay layers. The Duck Creek
Formation typically consists of limestone. Soils derived from these formations typically
consist of plastic clays exhibiting a high shrink/swell potential with variations in moisture
content.
4.3 SUBSURFACE CONDITIONS
SubsurFace conditions encountered in the borings, including descriptions of the various strata,
their depths, and thicknesses, are presented on the Logs of Borings. Note that depth on all
borings refers to the depth from the existing grade or ground surface present at the time of the
investigation. Boundaries between the various soil types are approximate.
4.4 GROUNDWATER CONDITIONS
The borings were advanced using continuous flight auger methods. Advancement of the
borings using these methods allows observation of the initial zones of seepage.
Groundwater was not encountered within the test borings during drilling and upon delayed
water level readings obtained at end of day. Shallow groundwater levels should be
anticipated in all areas if construction occurs after periods of rain.
It is not possible to accurately predict the magnitude of subsurface water fluctuations that
might occur based upon short-term observations. The subsurface water conditions are
subject to change with variations in climatic conditions and are functions of subsurface soil
conditions, and rainfall.
ALLIANCE GEOTECHNICAL GROUP E15-0801
PAGE 4
5.0 ANALYSES AND RECOMMENDATIONS
5.1 SOIL MOVEMENT
The subsurFace exploration within the building area generally revealed the presence of
expansive clay soils and moderately expansive calcareous clay soils to depths ranging from
5 to 14 feet below existing grade. Potential Vertical Rise (PVR) calculations were performed
using swell test results, pocket penetrometer readings, and moisture content tests to
estimate the swell potential of the soil. Potential Vertical Rise (PVR) values based upon the
current dry conditions and current grades have been estimated to exceed 8 inches of "active
zone" soil swell heave in most areas across the site. The "active zone" soil swell heave is
soil swelling due to swelling within the upper 10 feet of in-situ soil.
In addition, the potential for additional "deep-seated" swell exists in many areas at this site
(particularly in tree covered areas due to deep tree root desiccation). The assumed "active
zone" swell values are upward soil movements that could occur due to typical seasonal
moisture changes and soil swelling within the upper ten (10) feet as measured from finished
floor grade. Deep-seated swell is additional upward soil swell movements that could occur
due to moisture changes and soil swelling below a typical ten (10) foot deep "active-zone".
Deep-seated swell could occur due to groundwater fluctuations or free water sources such as
ponding water conditions, percolation of water in landscaped areas, leaking sprinkler lines
and/or leaking utility lines that are not detected and repaired in an expedient manner. The
potential for additional deep seated swell is on the order of about one (1) inch at this site. See
Swell Test Results (Figure 20) of this report. The magnitude of deep seated swell that will
actually occur will depend upon the depths of water percolation that occurs over the
serviceable life of the facility. At this site, most of the additional deep seated swell will likely be
dampened out by the deep moisture conditioned fill soil above the deeper swelling zone.
5.2 STRAIGHT SHAFT FOUNDATION SYSTEM
The structure should be supported by straight sided continuously reinforced shaft piers
founded in the hard gray unweathered limestone stratum. The hard gray unweathered
limestone was encountered at depths ranging from 14 to 17 feet below the existing ground
surface at the boring locations.
ALLIANCE GEOTECHNICAL GROUP E15-0801
PAGE 5
The allowable end bearing pressure and side resistance pressures are provided in Table 1
and have been developed based on the assumption that a minimum 2 pier diameter clear
spacing will be provided between piers. The skin friction values provided are for
compression loading and for resistance to soil swell uplift. For other tension loads
(sustained uplift), the allowable skin friction is 50% of the value indicated above.
These foundations should be subject to settlements of less than one-half inch. Differential
settlements should be less than one-quarter inch.
TABLE 1. ALLOWABLE BEARING VALUES
BEARING STRATA
SHAFT LOADING TYPE
HARD GRAY UNWEATHERED LIMESTONE
Axial End Bearin 45,000 sf
Skin Friction Side Resistance 8,000 sf
* For penetrations into hard gray unweathered limestone exceedinq 1 foot as verified by
the AGG geotechnical team. The skin friction values provided are for compression
loading and for resistance to soil swell uplift. All penetrations into hard unweathered
gray limestone may be counted on for resistance to soil swell uplift. For other tension
loads (sustained uplift), the allowable skin friction is 50% of the value indicated above.
**A minimum 2 feet or 1 pier diameter into hard gray unweathered limestone (whichever
is greater) is recommended to develop the allowable end bearing pressure. Larger
penetrations may be required for soil swell uplift of lightly loaded foundations
(especially if structural floors are used). Penetrations into gray weathered limestone
(identified by iron staining or tan colored seams) should not be counted on for the
design penetrations during pier installations. The design penetrations should be
counted on only for penetrations into continuous hard gray unweathered limestone.
5.2.1 DRILLED SHAFT SOIL INDUCED UPLIFT LOADS
All piers will be subject to uplift loads as a result of swelling within the overlying clays.
Straight shafts should be designed by the Structural Engineer with adequate penetration
lengths in order to have sufficient anchorage in resisting uplift forces generated by soil
swelling. The piers should have sufficient continuous vertical reinforcing steel extending to
the bottom of the piers to resist the computed net uplift loads (uplift less dead load).
The magnitude of the uplift loads varies with the shaft diameter, soil parameters, free water
sources, and the depth of the active clays acting on the shaft. The uplift pressures can be
approximated at this site by assuming a uniform uplift pressure of 1,500 pounds per square
foot acting on the shaft perimeter for a depth of 12 feet assuming that over-excavation and
ALLIANCE GEOTECHNICAL GROUP E15-0801
PAGE 6
moisture conditioning is performed in accordance with Section 5.3.2 of this report. If
structural floors are used, the uplift pressure should be increased to 2,500 psf.
5.2.2 LATERALLY LOADED PIERS
For evaluating shaft deflections, the following lateral modulus of subgrade reaction is
recommended:
Soils to top of weathered rock *(neglect upper 4 feet)
Fractured Tan Weathered Limestone
Gray Unweathered Limestone
150 kcf
1, 500 kcf
5,000 kcf
Note: Severely weathered limestone containing clay layers should be considered as soil.
It is recommended that the lateral modulus of subgrade reaction be neglected from the
finish grade to a depth of 4 feet. See group reductions below.
The drilled shafts may be designed for the following allowable lateral resistance values.
Soils to Top of Weathered Rock *
100 psf per foot of depth (increasing linearly).
Neglect upper 4 feet. Do not exceed 1,500 psf
in soil.
Fractured Weathered Limestone
Gray Unweathered Limestone
350 psf per foot of depth (increasing linearly)
1,200 psf per foot of depth (increasing linearly).
Do not exceed 20,000 psf.
Note: Severely weathered limestone containing clay layers should be considered as soil.
It is recommended that the allowable lateral resistance values be neglected from the finish
grade to a depth of 4 feet. These allowable lateral earth pressures include a factor of safety
of 2.0 or more. See group reductions below.
Note: L-Pile parameters for each soil and rock strata are provided below for individual
laterally loaded drilled shafts. The parameters indicated above and below do not
include reductions related to group effects (see below).
ALLIANCE GEOTECHNICAL GROUP E15-0801
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Neglect passive resistance within upper 4 feet below finish grade or 4 feet below top
of pier, whichever is deeper.
Water Level Material
Condition Type for
LPile
Stiff Clay
Above Water without
Free Water
Stiff Clay
Below Water with Free
Water
For soft to mod
Water Level Material
Condition Type for
LPile
Stiff Clay
Above Water without
Free Water
Stiff Clay
Below Water without
Free Water
Design Parameter
For stiff
Undrained Total Soil Unit Strain Factor
Cohesion Weight E5o
(ps� (pc�
1,000
1, 000
120.0
58.0
Static
Horizontal
Modulus of
Subgrade
Reaction, k
0.01 I 100
�
0.01 100
ely hard tan severel weathered limestone.
Static
Horizontal
Undrained Total Soil Unit Strain Factor Modulus of
Cohesion Weight E5o Subgrade
(psf) (pcf) Reaction, k
— - .(P��?
2, 500 125.0 0.005 400
2, 500
Material Type
Effective Unit Weight, pcf
Young's Modulus, psi
Uniaxial Compressive Stren�th �
Rock Quality Inde�RQD, %�
Stiffness Constant (K�
62.5 I 0.005 I 400
Design Values
Tan Weathered Limestone &
Tan &Gray Weathered Limestone
Weak Rock
130.0 above water & 68.0 below water
30,000
200
30
0.0005
ALLIANCE GEOTECHNICAL GROUP E15-0801
PAGE 8
Design Parameter
Material Type
Effective Unit Weight, pcf
Young's Modulus, psi
Uniaxial Compressive Strength (PS
Rock Quality Index �RQD, %)
Stiffness Constant (Km)
Design Values
Gray Limestone
Weak Rock
140.0 above water & 78.0 below water
180,000
900
80
0.0004
Note: Reduction factors must be applied to account for group effects for laterally
loaded piers. If the center to center spacing is less than 7D for laterally loaded piers, then an
L-Pile study using the Ensoft Group Pile Program would be required to determine the
appropriate reduction factors that must be applied for laterally loaded piers. Alliance
Geotechnical Group should be retained to work with the structural engineer in performing the
Group Pile Analyses. This includes group effects in the direction of loading, side by side
effects, and effects in skewed directions.
5.2.3 DRILLED SHAFT CONSTRUCTION CONSIDERATIONS
Groundwater was not encountered during drilling of the test borings. However, groundwater
seepage could be encountered at all locations during the drill pier operations after periods
of rain. If minor water seepage occurs, the pier steel and concrete should be placed
immediately. Temporary casing is required if excessive groundwater infiltration or caving
soils are encountered. Temporary casing should be properly seated and sealed within the
unweathered gray limestone to prevent seepage into the drilled shaft excavation. Care must
be taken that a sufficient head of plastic concrete is maintained within the casing during
extraction.
Concrete used for the shafts should have a slump of 6 inches plus or minus 1 inch and
placed in a manner to avoid striking the reinforcing steel and walls of the shaft during
placement. Complete installation of individual shafts should be accomplished within an 8-
hour period in order to help prevent deterioration of bearing surfaces. The drilling of
individual shafts should be excavated in a continuous operation and concrete placed as
soon as practical after completion of the drilling. No shaft should be left open for more than
8 hours.
ALLIANCE GEOTECHNICAL GROUP E15-0801
PAGE 9
We recommend that Alliance Geotechnical Group be retained to observe and document the
drilled pier construction. The engineer, or his representative, should document the shaft
diameter, penetration, depth, casing installations and extractions, cleanliness, plumbness of
the shaft, and the type of bearing material. Significant deviations from the specified or
anticipated conditions should be reported to the owner's representative and to the structural
engineer. The drilled pier excavation should be observed to verify the bottom of the
excavation is dry and thoroughly cleaned of cuttings after completion.
Note: "Mushrooming" should not be allowed around piers, pier caps or grade beams.
5.2.4 GRADE BEAMS / TILT WALL PANELS
Grade beams and tilt wall panels supported by straight shaft piers should be constructed
over a void space. A minimum void space of 4 inches should be provided between the
bottom of these members and the subgrade. This is assuming site modification work is
performed as specified below to reduce the soil swell to one inch in preparation for slab-on-
grade construction. If structural floors are used, a minimum 12 inch void space should be
specified in these areas. Permanent retainer forms should be used. Structural cardboard
forms are one acceptable means of providing this void beneath these members. Care must
be exercised during concrete placement to avoid collapsing the cardboard void boxes. The
cardboard carton forms should not be allowed to become wet or crushed prior to concrete
placement. Permanent earth retainer forms should be used.
The exterior portions of the grade beams along the perimeter of the buildings should be
carefully backfilled with on—site clayey soils unless specified otherwise below. The backfill
soils should be placed at a moisture content between +1 and +4 percentage points wet of
optimum. The fill should be compacted to 95 percent of maximum dry density as determined
in accordance with ASTM D-698 (Standard Proctor).
Note: Prior to backfilling leave out areas along grade beams and tilt wall panels, it
must be verified by AGG that all clay soil that has become dry along the leave-out areas
during construction is removed and moisture conditioned prior to backfilling. Full depth select
fill backfill is recommended along the interior of the grade beams.
ALLIANCE GEOTECHNICAL GROUP E15-0801
PAGE 10
5.3 FLOOR SLAB
Potential Vertical Rise (PVR) values based upon dry conditions have been estimated to
exceed 8 inches of "active zone" soil swell. In addition, the potential for additional deep
seated swell of about 1 inch exists at this site. Due to the potential for slab movements, the
floor slab either should be structurally supported and suspended above the site soils by a void
space or should consist of a slab-on-grade that is placed on a select fill cap over moisture
conditioned and compacted fill soils.
5.3.1 STRUCTURALLY SUPPORTED FLOOR SLAB
Due to the potential for excessive slab movements, one method of minimizing the effects of
soil movements in areas sensitive to movement would be the use of structurally supported
floor slabs suspended above the underlying soils by a crawl space or a minimum twelve (12)
inch void space with permanent earth retainer forms. The void space created between the
bottom of the floor slab and the subgrade will serve to reduce distress resulting from swell
pressures generated by the clays. If a structural floor is used, the void space should be
drained. Any crawl space should be ventilated and drained. A suitable vapor barrier should
be used below all floor slabs.
Note 1: A crawl space would be preferred and is highly recommended to allow access
for maintenance. This would allow utility lines to be hung to the floor system
and suspended above the expansive clays by at least 12 inches. Otherwise,
soil swell movements beneath utility lines would cause leaks and crush the pipe
at connections to floor fixtures unless appropriate details are used to prevent
upward pipe movement (such as SuperVoid Systems). All utility penetrations
through or beneath grade beams or through floor slabs should be sleeved
appropriately to accommodate large differential soil swell movement. See
Section 5.1 of this report.
Note 2: Large differential upward piping movements should be anticipated where sub-
floor piping transitions into highly expansive soil at the building perimeter.
Flexible piping connections should be used at the building perimeter to
accommodate large differential upward movements. See Section 5.1 of this
report.
Note 3: Concrete cut-off collars should be used for below grade piping adjacent to the
building perimeter to minimize water seepage into the crawl space via utility
trenches.
5.3.2 SLAB-ON-GRADE FLOOR SLAB
ALLIANCE GEOTECHNICAL GROUP E15-0801
P,4G e 11
A slab-on-grade floor system may be used at this site. Site preparation work will be required
in order to lower the potential soil movements for the proposed buildings.
Recommendations for site preparation work to reduce the anticipated "active zone" soil
swell movements to on the order of one (1) inch are presented below. In addition, the
potential for additional deep seated swell on the order of about 1 inch exists at this site (see
Section 5.1 of this report).
Excavate to a depth of 10 feet below the existincl qround surface or 10 feet below
final pad grade, whichever is deeper. The excavation may be terminated at the
surFace of competent hard tan weathered limestone as verified by an AGG engineer
(see Boring B-5). Tan severely weathered limestone containing clay layers is not
considered to be competent rock and should be over-excavated and moisture
conditioned as determined by an AGG Engineer unless it is verified with swell tests
by AGG that the volumetric swell potential of clay layers within the severely
weathered limestone is less than 1% under the proposed fill surcharge. Wherever
the excavation terminates at shallower depths on competent hard tan limestone, test
pits will be required to depths of 10 feet below existing ground surFace or 10 feet
below final pad grade, whichever is deeper, to verify that expansive clay soils are not
present within the tan weathered limestone as verified by an AGG Engineer and
swell testing.
Excavations should extend 3 feet beyond building lines and 3 feet beyond adjacent
sidewalks and entry areas, whichever is greater. The excavation limits should extend
at least 20 feet beyond building lines and then transitioned on 1 H:1 V slope at
vehicular entrances / train entrances into buildings. The Civil Engineer may require
excavation to larger distances beneath vehicular / train entrances depending on
acceptable tolerances for differential upward movement. Excavation should extend 3
feet beyond the edges of these approaches. We recommend that Alliance
Geotechnical Group review the excavation plan for compliance with this report prior
to construction bidding.
2. After excavation is approved by AGG, the upper 10 inches at the base of cut in
areas where competent limestone is not present should be scarified, moisture
conditioned and compacted as specified below in Item 3 below. Where competent
hard tan limestone is present, the disturbed surface of the hard weathered limestone
should be moistened and compacted to a minimum of 97 percent of ASTM D 698
between optimum and +3% above optimum moisture content. Scarification of the
competent weathered limestone should not be perFormed.
3. Fill to within 3 feet of final pad grade using on-site materials as follows:
Clav soils: On-site clay soils can be used as fill within the building pad if the clay
soils are moisture conditioned and placed in controlled lifts. Compact on-site clay
soils at +5% to +8% above optimum moisture content to a minimum of 92%
Standard Proctor density (ASTM D698). For fill depths below 10 feet of final pad
grade, compact at +3% to +6% above optimum to a minimum compaction of 95%
ASTM D698.
ALLIANCE GEOTECHNICAL GROUP E15-0801
PAGE 12
On-Site Calcareous Clav Soils and Severelv Weathered Limestone: Compact on-
site calcareous clay soils having a PI of 30 or less and severely weathered
limestone between +2% to +5% above optimum moisture content to a minimum
of 95% Standard Proctor density (ASTM D698). For fill depths below 10 feet of
final pad grade, compact at optimum to +3% above optimum to a minimum
compaction of 95% ASTM D698.
Proper moisture conditioning should be indicated with hand penetrometer
readings within the following ranges.
Moisture Condition Pocket Penetrometer Ranqe
Clay Soils 1.3 tsf to 2.0 tsf (upper 10 feet)
Clay Soils 1.8 tsf to 2.7 tsf (below 10 feet)
Calcareous Clay & Several Weathered Limestone 2.0 tsf to 3.0 tsf (upper 10 feet)
Calcareous Clay & Several Weathered Limestone 3.0 tsf to 4.0 tsf (below 10 feet)
Note 1: These compaction levels are intended to limit settlement to 1% of the fill
height.
Note 2: These "targeted" moisture contents are subject to soil swell and compressive
strength verifications and adjustment per Section 7.5.2 of this report.
4. The upper 8 inches of moisture conditioned soils beneath the select fill should be
compacted to a minimum of 95% Standard Proctor density (ASTM D698) at +2% to
+5% above optimum moisture content for clay soils and optimum to +3% above
optimum moisture content for calcareous clay soils and severely weathered
limestone.
5. Fill to final pad grade with a minimum of 3 feet of low PI select fill and/or crushed
concrete base. Crushed concrete base should be used for the entire 3 feet cap
below the train tracks (to limits of 3 feet beyond the track edges). A minimum of 3
feet of crushed concrete base should be placed between the railroad ballast and the
moisture conditioned clay soils. In non-train areas, the upper 8 inches of select fill
should consist of crushed concrete base as a minimum to improve the subgrade
support of the floor slab.
The select fill should extend to the excavation limits (see Item 1 above). The material
used as select fill should be a very sandy clay to clayey sand (uniform consistency
free of clay clods) with a plasticity index between 5 and 14. The fill should be spread
in loose lifts, less than 9 inches thick, and uniformly compacted to a minimum of 98
percent of ASTM Standard D 698 between —2 and +2 percentage points of the soil's
optimum moisture content.
The crushed concrete should comply with TxDOT Item 247, Type D, Grade I and
should be compacted in 4 to 6 inch lifts at optimum to +2% above optimum to a
minimum of 95% ASTM D 1557 (modified Proctor).
6. The upper 24 inches of fill in unpaved areas near the building should consist of
compacted on—site clay to minimize water infiltration into the select fill (compact in 8
inch lifts to 95% ASTM D 698) at +1 to +4 above optimum.
ALLIANCE GEOTECHNICAL GROUP E15-0801
PAGE 13
7. The moisture condition of completed pad must be maintained until all slabs are in
place as verified by AGG. This will be particularly important along the building
perimeter where clay soils will be exposed after excavations for grade beams or tilt
wall panels. The use of 6 inches of select fill above exposed clay excavations would
reduce moisture losses during prolonged dry weather conditions.
Note 3: The moisture condition of the soils exposed along the perimeter must be
verified by AGG prior to backfilling of grade beams or tilt wall panels. All
backfill placed along the interior edge of grade beams and tilt wall panels
should consist of select fill. Otherwise, large upward soil swell movements
would occur.
Note 4: Subgrade drains should be installed beneath the crushed concrete base within
the train wash area to collect wash water and to minimize water infiltration into
the clay subgrade. Prior to placement of the first lift of crushed concrete base,
install drain lines with perForated drain pipe at appropriate intervals. Fill drain
trenches with clean crushed "Chico" stone (1 inch nominal size). Shape the
clay subgrade beneath the crushed concrete base along 3% grade to each
drain trench prior to excavating the drain trenches. Fill the graded over-cut with
clean crushed "Chico" stone. Heavy duty poly (20 mil poly) should be placed
beneath the bottom 6 inches of the drainage trenches to prevent water within
the drain trenches from percolating into the deeper fill soils. The perforated
subgrade drains should be connected to solid drain pipes. The drain pipes
should be connected to the storm water system or should be "day lighted" onto
well drained areas away from the structure.
All work should be perFormed in accordance with the Earthwork Guidelines (Section 7.0) of
this report.
A polyethylene moisture barrier is recommended below slab-on-grade floor slabs where
floor coverings or painted floor surfaces will be applied with products which are sensitive to
moisture or if products stored on the building floors are sensitive to moisture. Procedures
for installation of vapor barriers are recommended in ACI 302.
A floor slab supported on 36 inches of low PI select fill that is placed and compacted as
specified above can be designed using a subgrade modulus value of 200 pci.
5.4 FLAT WORK AND PIPING CONSIDERATIONS
Provisions should be made for post-construction differential upward movement of adjacent flat
work and piping. Site grading plans should include provisions for the effects of soil swell
movements on access and entry slabs, adjacent sidewalks and all pavements. See Section 5.1
of this report. Utility line details and fixtures should consider the potential for differential
ALLIANCE GEOTECHNICAL GROUP E15-0801
Pa,�e 14
movement beneath any piping. To prevent potential tripping hazards, access and entry slabs
should be elevated above the adjacent sidewalks and pavement slabs (where possible).
If a structural supported floor slab is used, we recommend that all access and entry slabs
also be structurally supported on drilled shafts and suspended above the active clays by a
minimum 12 inch void space. To prevent potential tripping hazards, these access and entry
slabs should be elevated above adjacent sidewalks and pavement slabs and provided with
transition slabs over a 12 inch void space that are hinged at grade beam connections and
provided with toe beams at connections to adjacent flatwork. A schematic detail of a
transition slab is provided below.
Adequately Sloped Away from Building
Hinged Connection to Accomodate Differential
Slab-on-Grade Sidewalk Upward Soil Swell Movements
Transition Slab Structural Supported
Entry Slab
' 1
� Ground Su orted
pp
Toe Beam
Pier � + I Vaid Boxes
Note: Transition slabs should have adequete length and should be sloped
adequately to accammodafie the soil swell indicated in the repart
This is required so that a positive slope away from the building is
maintained after soil swelling occurs.
All void spaces should be drained. We recommend that Alliance Geotechnical Group be
retained to review the project drawings and specifications to ensure compliance with the
geotechnical report.
6.0 PAVEMENT RECOMMENDATIONS
Design traffic data for new pavements have not been provided at this time. We assume that
only occasional heavy to medium truck traffic will be present on the facilities drive areas and
that automobile traffic only will be used in the parking pavements. We understand that the
new access roadway will have an industrial street classification. Based upon the City of Fort
Worth Pavement Design Standards Manual, an industrial street classification consists of
ALLIANCE GEOTECHNICAL GROUP E15-0801
P,4Ge 15
annual ESALs of 200,000 with a 2% growth rate and a design life of 30 years. The following
recommendations are based upon these assumed conditions and design traffic loading.
Note: Large differential upward slab movements are likely at this site due to soil swelling
and should be anticipated during design of the grading plan. See Section 5.1 of this
report. Excavation and moisture conditioning could be performed in pavement areas
sensitive to differential movement if it is desired to reduce differential pavement
movements. This includes vehicular and train entrances into the building.
Recommendations for this could be provided by AGG based on tolerances for
movement determined by the Owner and Civil Engineer.
6.1 SUBGRADE PREPARATION
The surficial clay soils are active and have a high shrink/swell potential. Clay soils react with
hydrated lime, which serves to improve their support value and provide a firm, uniform
subgrade beneath the paving. Based upon the results of the lime series (see Figure 22),
seven (7) percent hydrated lime by dry weight (42 pounds per square yard per 8-inch depth)
would be required to stabilize the existing clay subgrade. The actual lime requirement will
depend upon the actual subgrade soils exposed at final grade and should be determined at
the time of construction.
Soluble sulfate testing (see Figure 21) resulted in sulfates ranging from 160 to 1,727 ppm.
The risk for excessive sulfate induced heave is considered to be low whenever sulfate levels
are below 3,000 ppm. Therefore, conventional lime stabilization methods may be
considered for use at this site. We recommend that additional soluble sulfate testing be
perFormed upon the actual subgrade soils exposed when final grade is achieved to verify
sulfate levels below 3,000 ppm.
The lime should be thoroughly mixed and blended with the top 8 inches of the subgrade per
TxDOT Item 260. The mixture should be compacted to a minimum of 98 percent of
maximum dry density as determined in accordance with ASTM D 698, within 2 percentage
points of the soil's optimum moisture content. We recommend that this lime stabilization
extend 1 to 2 feet beyond exposed pavement edges, if possible, in order to reduce the
effects of shrinkage during extended dry periods.
Note: After final grading has been performed, depth checks and PI verification checks
should be performed to verify that proper stabilization has been achieved as
evidenced by a PI of 15 or less.
ALLIANCE GEOTECHNICAL GROUP E15-0801
PAGE 16
Sand should be specifically prohibited beneath pavement areas during final grading (after
stabilization), since these more porous soils can allow water inflow, resulting in heave and
strength loss of subgrade soils. It should be specified that only lime stabilized soil will be
allowed for fine grading. After fine grading each area in preparation for paving, the
subgrade surFace should be lightly moistened, as needed, and recompacted to obtain a tight
non-yielding subgrade.
Project specifications should allow a curing period between initial and final mixing of the
lime/soil mixture. After initial mixing, the lime treated subgrade should be lightly rolled and
maintained at or to 5 percentage points above the soil's optimum moisture content until final
mixing and compaction. We recommend a 3-day curing period for these soils. The following
gradation requirements are recommended for the stabilized materials before final
compaction:
Minimum Passing 1 3/4" Sieve
Minimum Passing 3/4" Sieve
Minimum Passing No. 4 Sieve
Percent
100
85
60
All non-slaking aggregates retained on the No. 4 sieve should be removed before testing.
The stabilized subgrade should be protected and moist cured or sealed with a bituminous
material for a minimum of 7 days or until the pavement materials are placed. Pavement
areas should be graded to prevent ponding and infiltration of excessive moisture on or
adjacent to the pavement areas.
6.2 RECOMPACTED PAVEMENT SUBGRADE
If subgrade stabilization is not performed, the upper 8 inches of subgrade soil should be
compacted at -1 % to +2% of optimum moisture to a minimum of 98% Standard Proctor
density (ASTM D 698). The subgrade should be proof-rolled prior to subgrade compaction.
Only on-site soil (comparable to the underlying subgrade soil) should be used for fine
grading the pavement areas. After fine grading, the subgrade should again be watered if
needed and re-compacted in order to re-achieve the moisture and density levels discussed
above and provide a tight non-yielding subgrade. Sand should not be allowed for use in fine
grading the pavement areas as discussed previously. The subgrade moisture content and
density must be maintained until paving is completed. The subgrade should be watered just
prior to paving to assure concrete placement over a moist subgrade. If a rain event occurs
ALLIANCE GEOTECHNICAL GROUP E15-0801
PAGE 17
prior to paving, the subgrade should be aerated and re-tested prior to paving,
6.3 DRIVE APPROACHES
Water should not be allowed to pond in drive approaches prior to paving. Density tests
should be performed on the subgrade soils in each drive approach prior to fine grading in
preparation for paving to verify compliance with project specifications.
6.4 PAVEMENT SECTIONS
Table 2 thru 5 presents the recommended pavement sections for this project:
TABLE 2. LIGHT DUTY PAVEMENT SECTION
AUTOMOBILE TRAFFIC ONLY
PCC SECTION
5 inches Portland Cement Concrete
6 inches Scarified and Compacted Subgrade *
* A lime stabilized subgrade could be used to improve perFormance
and reduce maintenance.
TABLE 3. MEDIUM DUTY PAVEMENT SECTIONS
MEDIUM DUTY PAVEMENT (Low Travel Lanes & Truck Parking) **
PCC SECTION
6 inches Portland Cement Concrete
8 inches Lime-Stabilized Soils
Or
7 inches Portland Cement Concrete
8 inches Scarified and Compacted Subgrade
** For 50 heavy truck (WB 50) repetitions per week (20-year
design life).
ALLIANCE GEOTECHNICAL GROUP E15-0801
PAGE 18
TABLE 4. MODERATE DUTY PAVEMENT SECT/ONS
MODERATE DUTY PAVEMENT (Truck Drive Areas) ***
PCC SECTION
7 inches Portland Cement Concrete
8 inches Lime-Stabilized Soils
Or
8 inches Portland Cement Concrete
8 inches Scarified and Compacted Subgrade
*** For 100 heavy truck (WB 50) repetitions per week (20-year design
life). This PCC section is also recommended for dumpster pad /
service areas.
TABLE 5. NEW ACCESS ROAD SECT/ONS
INDUSTRIAL STREET CLASSIFICATION ***"
PCC SECTION
11 inches Portland Cement Concrete
8 inches Lime-Stabilized Soils
Or
12 inches Portland Cement Concrete
8 inches Scarified and Compacted Subgrade
'`**'` For annual ESALs of 200,000 with a 2% growth rate and a design life
of 30 years.
The concrete in automobile traffic only areas should have a minimum 28 day compressive
strength of 3,600 psi. In truck drive areas, the concrete strength should be increased to
4,000 psi for improved performance and increased serviceable life. Concrete quality will be
important in order to produce the desired flexural strength and long term durability.
Proper joint placement and design is critical to pavement performance. Load transfer at all
longitudinal joints and maintenance of watertight joints should be accomplished by use of tie
bars. Control joints should be sawed as soon as possible after placing concrete and before
shrinkage cracks occur. All joints including sawed joints should be properly cleaned and
sealed as soon as possible to avoid infiltration of water.
ALLIANCE GEOTECHNICAL GROUP E15-0801
Pa,Ge 19
Our previous experience indicates that joint spacing on 12 to 15 foot centers have generally
perFormed satisfactorily. It is our recommendation that the concrete pavement be reinforced
with No. 3 bars placed on chairs on approximately 18-inch centers in each direction. This
reinforcement should be increased to No. 4 bars for any pavements thicker than 8 inches.
We recommend that the perimeter of the pavements have a stiffening curb section to
prevent possible distress due to heavy wheel loads near the edge of the pavements and to
provide channelized drainage.
6.5 PAVEMENT CONSIDERATIONS
It is recommended that provisions be made in the contract to provide for proofrolling in
areas where the subgrade will support new pavements. It is also recommended that an item
be included for removal and replacement of soft materials, which are identified by this
procedure.
Proofrolling can generally be accomplished using a heavy (25 ton or greater total weight)
pneumatic tired roller making several passes over the areas. Where soft or compressible
zones are encountered, these areas should be removed to a firm subgrade. Wet or very
moist surficial materials may need to be undercut and either dried or replaced with proper
compaction or replaced with a material which can be properly compacted. Any resulting void
areas should be backfilled to finished subgrade in 6 inch compacted lifts compacted to 95
percent of maximum dry density as determined by ASTM D 698 at optimum to +3% of its
optimum moisture content.
Achieving the required field density is dependent upon the adequate pulverization of the
clay fill materials, the magnitude of compaction energy and the maintenance of field
moisture near optimum. All joints and pavements should be inspected at regular intervals to
ensure proper performance and to prevent crack propagation.
The soils at the site are active and differential heave within the pavement areas should be
anticipated during design of the grading plan. The service life of paving may be reduced due
to water infiltration into subgrade soils through heave induced cracks in the paving section.
This will result in softening and loss of strength of the subgrade soils. A regular
maintenance program to seal paving cracks will help prolong the service life of the paving.
ALLIANCE GEOTECHNICAL GROUP E15-0801
PAGE 20
The life of the pavement can be increased with proper drainage. Areas should be graded to
prevent ponding adjacent to curbs or pavement edges. Backfill materials, which could hold
water behind the curb, should not be permitted. Flat pavement grades should be avoided.
7.0 NEW BOX CULVERT
We understand that a new culvert will be required beneath the new access road near Boring
P-2. The existing creek is approximately 5 feet deep. Therefore, the new culvert is
anticipated to be founded at a depth of approximately 6 to 8 feet below existing ground
surFace.
The culvert should be founded in very stiff to hard tan calcareous clay soils or in the firm to
moderately hard tan severely weathered to weathered limestone. Dewatering of these strata
should be anticipated if construction occurs after periods of rain. Backfilling should be
placed and compacted as recommended in Section 8.4 of this report. Only hand
compaction should be performed within 5 feet of the culvert. The culvert should be designed
for an undrained at-rest pressure of 130 pcf equivalent fluid pressure. Settlement of
compacted backfill should be limited to 1% of the fill height. Larger differential movement
will occur due to differential shrink/swell movement described in this report. See Section 5.1
of this report.
The excavation for the new box culvert should be perFormed in accordance with OSHA
regulations.
8.0 EARTHWORK GUIDELINES
8.1 SITE GRADING AND DRAINAGE
All grading should provide positive drainage away from the proposed structure and should
prevent water from collecting or discharging near the foundations. Water must not be
permitted to pond adjacent to the structures during or after construction. Otherwise,
differential soil swell movements, and resulting differential foundation movements could
exceed the estimates contained within this report.
Leave outs for drilled shafts or around the perimeter of the structures should not be allowed
to collect and hold water. These leave outs should be pumped out as needed.
ALLIANCE GEOTECHNICAL GROUP E15-0801
PAGE 21
SurFace drainage gradients should be designed to divert surFace water away from the
buildings and edges of pavements. Surface drainage gradients of sidewalks, pavements,
and landscaping, within 30 feet of the buildings should be constructed with maximum slopes
allowed by local codes.
Provisions should be made for large post-construction differential upward movement of
adjacent flat work. Site grading plans should include provisions for the effects of soil swell
movements on access and entry slabs, adjacent sidewalks, and all pavements. See Section
5.1 of this report.
The roofs should be provided with gutters and downspouts to prevent the discharge of
rainwater directly onto the ground adjacent to the building foundations. Downspouts should
discharge directly onto well-drained areas or drainage swales, if possible. Roof downspouts
and surFace drain outlets should discharge into erosion-resistant areas. Water permitted to
pond in planters, open areas, or areas with unsealed joints next to the structures can result
in excessive slab or pavement movements as indicated in this report.
Exterior sidewalks and pavements will be subject to large post construction movement as
indicated in this report. These potential movements should be considered during
preparation of the grading plan. Flat grades should be avoided. Where concrete pavement
is used, joints should also be sealed to prevent the infiltration of water. Since post
construction movement of pavement and flat work will occur, joints particularly around the
building should be periodically inspected and resealed where necessary.
8.2 UTILITY TRENCH EXCAVATION
Trench excavation for utilities should be sloped or braced in the interest of safety. Attention
is drawn to OSHA Safety and Health Standards (29 CFR 1926/1910), Subpart P, regarding
trench excavations greater than 5 feet in depth. Fill placement in trenches should be
perFormed as specified below.
8.3 PROOFROLLING AND SUBGRADE PREPARATION
Prior to placing fill in non-building areas, the exposed subgrade in areas to receive fill
should be stripped and proofrolled using a fully loaded dump truck. Soft areas should be
undercut and replaced with compacted on-site soils. The surface should then be scarified
to a depth of 8 inches and recompacted to a minimum of 95 percent of the maximum
ALLIANCE GEOTECHNICAL GROUP E15-0801
PAGE 22
density as determined by ASTM D 698 between +1 and +4 percentage points of its optimum
moisture content.
8.4 ON-SITE CLAY FILL PLACEMENT IN PAVEMENT AND LANDSCAPING AREAS
The on—site surFicial clays may be used for general grading and filling. The fill materials
should be free of surFicial vegetation or debris. Clay materials should be spread in loose
lifts, less than 8 inches thick and uniformly compacted to a minimum of 95 percent of the
maximum density as determined by ASTM D 698 (Standard Proctor) between +1 and +4
percentage points above its optimum moisture content. The upper 8 inches of subgrade
soil within pavement areas should be compacted at optimum to +3 percentage points of
optimum moisture to a minimum of 98% Standard Proctor density (ASTM D 698).
8.5 ON-SITE CLAY FILL PLACEMENT IN BUILDING AREAS
On-site clay soils may be used as fill in building areas. All fill should be placed and
compacted in maximum 8-inch lifts. Prior to fill placement, the subgrade should be
proofrolled and compacted to a depth of 8 inches. See Section 5.3.2 of this report.
8.5.1 MOISTURE CONDITIONING PRIOR TO COMPACTION
Each layer shall be leveled with approved equipment. After spreading, each layer shall be
thoroughly manipulated by plowing, discing, or other approved methods of the full depth of
the layer being placed to insure uniform density and moisture distribution for proper
compaction. The moisture content at the time of compaction shall be within the range
specified in these special provisions. If the material is too dry, it shall be moistened by
watering before and during manipulation, to properly condition the material for compaction.
If the material is too wet, the compaction operation shall be delayed until the moisture
content has been reduced to within satisfactory compaction range.
Because of time of completion limitations, thoroughly processing of the on-site clay soils will
be required during manipulation if the moisture content is below optimum at the time of
placement. Each fill lift should be processed until the soil mixture is free of large clods to
allow uniform moisture distribution and uniform compaction within the entire fill lift. This is
particularly important if highly plastic clay soils are to be used as fill in the building pads.
The amount of processing and reworking required to achieve uniform moisture conditions
can be reduced by pre-wetting the onsite soils prior to placement.
ALLIANCE GEOTECHNICAL GROUP E15-0801
PAGE 23
8.5.2 QUALITY ASSURANCE REQUIREMENTS
As a quality control measure, pocket penetrometer (P.P.) tests shall be performed with each
field density test during construction as further verification that proper moisture conditioning
is being achieved within the clay fill soils. Proper moisture conditioning should be indicated
with hand penetrometer readings within the following ranges.
Moisture Condition Pocket Penetrameter Ranqe
Clay Soils 1.3 tsf to 2.0 tsf (upper 10 feet)
Clay Soils 1.8 tsf to 2.7 tsf (below 10 feet)
Calcareous Clay & Several Weathered Limestone 2.0 tsf to 3.0 tsf (upper 10 feet)
Calcareous Clay & Several Weathered Limestone 3.0 tsf to 4.0 tsf (below 10 feet)
Similarly, P.P. tests should be performed on each Proctor Compaction Point in the
laboratory for correlation and verification of the desired P.P. range with respect to Proctor
moisture, density and swell (with verification that volumetric swell is less than 1% at the
targeted moisture content). Prior to construction, it should be confirmed that the "targeted
moisture contents" recommended in this report will result in an average volumetric swell of
less than 1% within the upper 10 foot. This swell testing should be performed in conjunction
with all proctor compaction testing. If the targeted moisture contents result in an average
swell of over 1% or in a P.P. value outside the range indicated above, AGG should be
contacted to determine if the intent of the geotechnical design is being achieved with
respect to required swell reduction and bearing capacity.
8.6 SELECT FILL PLACEMENT IN BUILDING AREAS
The material used as select fill should be a sandy clay to clayey sand (uniform consistency
free of clay clods) with a plasticity index between 5 and 14. The fill should be spread in
loose lifts, less than 9 inches thick, and uniformly compacted to a minimum of 98 percent of
ASTM Standard D 698 between -2% and +2 percentage points above the soil's optimum
moisture content. Increased compaction to 98% is recommended due to heavy floor
loading. The upper 24 inches of fill in unpaved areas near the building should consist of
compacted on—site clay to minimize water infiltration into the select fill (compacted in 8 inch
lifts at +1 % to +4% to 95% ASTM D698).
9.0 TREE EFFECTS
It should be recognized that concrete slabs (floor slabs, plaza, sidewalks, pavements, etc.)
will be subject to long term settlement due to ground shrinkage caused by moisture
absorption of tree root systems. To minimize long term settlements, trees and deep rooted
ALLIANCE GEOTECHNICAL GROUP E15-0801
PAGE 24
shrubs should not be planted within 35 feet of the building and critical flatwork areas
sensitive to movement in order to minimize settlements caused by ground shrinkage
associated with moisture absorption of the tree root systems. Also, the area beneath the un-
pruned mature tree drip lines and to limits of at least 10 feet beyond the drip line should not
be paved. The area beneath the drip line should be landscaped and irrigated. Otherwise, an
arborist should be contacted regarding the installation, effectiveness, and use of root
barriers and irrigated tree wells to minimize future slab-on-grade foundation and flatwork
settlements due to ground shrinkage caused by tree root absorption.
10.0 FIELD SUPERVISION
Many problems can be avoided or solved in the field if proper inspection and testing
services are provided. It is recommended that all pier excavations, footing excavations,
proofrolling, site and subgrade preparation, subgrade stabilization and pavement
construction be monitored by a qualified engineering technician. Density tests should be
performed to verify compaction and moisture content of any earthwork. Inspection should
be performed prior to and during concrete placement operations. Alliance Geotechnical
Group employs a group of experienced, well-trained technicians for inspection and
construction materials testing who would be pleased to assist you on this project.
11.0 LIMITATIONS
The professional services, which have been performed, the findings obtained, and the
recommendations prepared were accomplished in accordance with currently accepted
geotechnical engineering principles and practices. The possibility always exists that the
subsurface conditions at the site may vary somewhat from those encountered in the test
borings. The number and spacing of test borings were chosen in such a manner as to
decrease the possibility of undiscovered abnormalities, while considering the nature of
loading, size, and cost of the project. If there are any unusual conditions differing
significantly from those described herein, Alliance Geotechnical Group, Inc. should be
notified to review the effects on the performance of the recommended foundation system.
The recommendations given in this report were prepared exclusively for the use of the
client, their client and their consultants. The information supplied herein is applicable only
for the design of the previously described development to be constructed at locations
indicated at this site and should not be used for any other structures, locations, or for any
other purpose.
ALLIANCE GEOTECHNICAL GROUP E15-0801
PAGE 25
We will retain the samples acquired for this project for a period of 30 days subsequent to
the submittal date printed on the report. After this period, the samples will be discarded
unless otherwise notified by the owner in writing.
ALLIANCE GEOTECHNICAL GROUP E15-0801
PAGE 26
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Project No:
A�iAncE E15-oso, PLAN OF BORING
�G GEOTECFinICAL
- GROUP SYLVANIA EMF — TEX RAIL FIGURE NO:
� FORT WORTH, TEXAS �
LOG OF BORING B-1
Project: Tex Rail - Ft. Worth, Texas Project No.: E15-0801
Date: 09/03/2015 Elev.: Location: See Figure 1
Depth to water at completion of boring: Dry
Depth to water when checked: was:
Depth to caving when checked: was:
ELEVATION/ SOIL SYMBOLS MC LL PL PI -200 DD P PEN UNCON Slrain
DEPTH SAMPLERSYMBOLS DESCRIPTION
(feet) & FIELD TEST pATA % % % % % pCf lsf ksf %
- � 4.5++ J
Dark brown CLAY w/ calcareous nodules
19 4 5++
Brown CLAY w/ calcareous nodules 45++ — —
18 4 5++
4 5++
J ;� :. Tan and light gray calcareous CLAY w/ moderately 10 — — 45++ — —
� hard to hard severely weathered to weathered
�'•,;'3016 limestone seams, jointed 45++
Y 28/6
- _�'� 15/6
; 12/6
�; 34/6 20 45 21 24 106 4 5++
10 ' 'S 'r'11
�
� -r �:r�..': — — — — —
=- Moderately hard to hard tan weathered
=' LIMESTONE, fractured, w/ calcareous clay layers
I �� 50/3"
-15 F��' — —- — — —
,,,, Hard gray LIMESTONE w/ shale seams
ti'7`1 � [ � 50/0 5"
20 50I0 25"
� � sn�a.2s�
- 25 �iTs; �; 50/0 25"
�:s _..�� 50I0.25" �
30 — — — — — — —
so�ozs�� goring terminated at 30' �
35
Notes: FIGURE:2
Alliance Geotechnical Group, Inc.
LOG OF BORING B-2
Project: Tex Rail - Ft. Worth, Texas Project No.: E15-0801
Date: 09/03/2015 Elev.: Location: See Figure 1
Depth to water at completion of boring: Dry
Depth to water when checked: was:
Depth to caving when checked: was;
ELEVATION/ SOIL SYMBOLS MC LL PL PI -200 DD P.PEN UNCON Strain
DEPTH SAMPLERSYMBOLS DESCRIPTION � /, %a % % pcf lsf ksf h
feeq & FIELD TEST DATA
I� � Dark brown CLAY w/ calcareous nodules as++ —_ �
E
� Brown CLAY w/ calcareous nodules 15 a.e++
� a s++
i
` 15 4 5++
� 4 5++
; 5 �-' ,; 11/6 Tan and light gray calcareous CLAY w/ moderately a5++
. �- �.�-� ��� ��. 9�6 hard to hard severely weathered to weathered
- � ��,os limestone seams, jointed
I ' .:..:-_',,
��g 19 43 21 22 108 4 5++
10
15
�_ h
' `•. 50/4 5'
�7/6
[ 7/6
'� `'� 12/6
i�
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��
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�.L:i�;:�: � I 50/025"
50/0 12"
50/0.5"
20 50/0 5"
�. �..•
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�� � ' ' ' �� 50I0.5"
zs 50/0 25"
� ` I i[. iT
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30 �.;1 �.t � � �.; 50/0 5"
50/0.25"
�f 35
I
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N otes:
-moderately hard to hard limestone layers below 11
feet
Hard gray LIMESTONE w/ shale seams
Boring terminated at 30'
Alliance Geotechnical Group, Inc
4 5+
FIGURE:3
LOG OF BORING B-3
Project: Tex Rail - Ft. Worth, Texas Project No.: E15-0801
Date: 09/02/2015 Elev.: Location: See Figure 1
Depth to water at completion of boring: Dry
Depth to water when checked: was:
Depth to caving when checked: was:
ELEVATION/ SOIL SYMBOLS
DEPTH SAMPLER SYMBOLS DESCRIPTION MC LL PL PI -200 DD P PEN UNCON Strain
(feetl & FIELD TEST DATA % % % % % pcf lsf ksf %
r 0 i - �r� — — — -
Dark brown CLAY w/ calcareous nodules
�� ../-_
� �•° .
-5
�:".. -:: `�� 6/6
I B/6
! . .: �
� ��� I �".
� ;,�
�j ��r� 33/6
-10 ��.
50/0 25"
-15 I: r r r`r 50/0 25"
�.�.i .
T ��
=C [ :�
�. F ` 50/0 75"
- 20 50/0.25"
� 25
�
i 30
35
50/0 25"
50I0 25"
50I0 5"
50/0 25"
Brown CLAY w/ calcareous nodules
Tan and brown calcareous CLAY w/ calcareous
nodules, jointed
Firm to moderately hard tan severely weathered
LIMESTONE, highly fractured, w/ clay layers
-moderately hard to hard limestone layers below 1
feet
Hard gray LIMESTONE w/ shale seams
Boring terminated at 30'
a s++
22 64 26 38 103 4 5++
4 5+
17 ____ _ as+ _ — __ —
— — — 4 5++ — — —
14 49 22 27 4 4
43
Notes: FIGURE:4
Alliance Geotechnical Group, Inc.
LOG OF BORING B-4
Project: Tex Rail - Ft. Worth, Texas Project No.: E15-0801
Date: 09/0212015 Elev.: Location: See Figure 1
Depth to water at completion of boring: Dry
Depth to water when checked: was:
Depth to caving when checked: was:
ELEVATION/ SOIL SYMBOLS MC LL PL PI -200 DD P PEN UNCON Strain
DEPTH SAMPLERSYMBOLS DESCRIPTION � � � � � pcf tsf ksF %
feetl & FIELD TEST DATA
�O - — -- -- --- 45++ _ — —
Dark brown CLAY w/ calcareous nodules
Brown CLAY w/ calcareous nodules as++
` 17 60 23 37 113 4 5++
I
5 i.; .
�� 9,s
' 5013 5
�
j 20/6
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15 ��T� �=�'r.
m 5o�a 25„
zo �; soio � z��
. ;
L T f 1S
�i
T�'
50/0 5"
25 50/0 5"
`� [1[ .�:1
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tT[T;7 :I
- 30 ; I �I�� I��
,� [
� �'YOLI
�-1��i� 50I0 5"
- 50/0 25"
35
Tan and brown calcareous CLAY, jointed
-hard weathered limestone seams below 7 feet
Moderately hard to hard tan weathered
LIMESTONE, fractured, w/ clay seams
Hard dark gray LIMESTONE w/ shale seams
Boring terminated at 32'
4 5++
- - 4.5+ — — -- — —
16 4 5+
4.5++
15 — 4.5++ — — — —
Notes: FIGURE:5
Alliance Geotechnical Group, Inc.
LOG OF BORING B-5
Project: Tex Rail - Ft. Worth, Texas Project No.: E15-0801
Date: 09/03/2015 Elev.: Location: See Figure 1
Depth to water at completion of boring: Dry
Depth to water when checked: was:
Depth to caving when checked: was:
ELEVATION/ SOIL SYMBOLS
DEPTH SAMPLERSYMBOLS DESCRIPTION MC LL PL PI -200 DD P.PEN UNCON Slrain
feet & FIELD TEST DATA °� % % % % pcf lsf ksf �
i 0 r- r—rrr _ _ — — — — —
Dark brown CLAY w/ calcareous nodules
Brown CLAY w/ calcareous nodules
5
10
r- -
, eis
_ ,"�� 11 /6
� 50/1 75"
�,;� :
���.;�_:
;,..,- -
' � 50/1 75"
�r i , � 50/0.75"
Tan calcareous CLAY w/ severely weathered
limestone seams, jointed
� ' �i 50/1'
15 �iii,; � 50/0 25"
- -�L,1, L,�
�t �-T :1..T.
��
1 LT.L
i� ��
T Lir .
i 50/0 5"
�20 ��<<T���,� 50I0.5"
iTF��I
`.1
-.t _
T7 P
�
25 ��ll. l ".•� . - 50I0 25"
30
35
50/0 5"
50I0 5"
Moderately hard to hard tan weathered
LIMESTONE, fractured, w/ clay seams
Hard gray LIMESTONE w/ shale seams
Boring terminated at 30'
q 5++
16 4 5++
4 5++
14 4 5++
4 5++
16 46 20 26 116 4 5++
— 45++ -- --
Notes; FIGURE:6
Alliance Geotechnical Group, Inc.
LOG OF BORING B-6
Project: Tex Rail - Ft. Worth, Texas Project No.: E15-0801
Date: 09/03/2015 Elev.: Location: See Figure 1
Depth to water at completion of boring: Dry
Depth to water when checked: was:
Depth to caving when checked: was:
ELEVATION/ SOIL SYMBOLS MC LL PL PI -200 DD P PEN UNCON Strain
DEPTH SAMPLERSYMBOLS DESCRIPTION � � � /, /, pcf tsf ksf %
lfeet� & FIELD TEST DATA
�0 �-r -r � ----- --- - — —
-s
�� _ :i • ! 50/4 5��
1 ll:';
F 5.�1��
�: -�
�
;�':'..:'��: ;. ais
�� �', +r . 7�s
I' `y 11/6
Dark brown CLAY w/ calcareous nodules
Brown CLAY w/ calcareous nodules
4 5++
i s a e++ —
a 5++
� s a s++
a s++
Tan and brown calcareous CLAY w/ severely �4 45+
weathered limestone seams ` -
Moderately hard to hard tan weathered
LIMESTONE, fractured, w/ clay seams
Tan and gray calcareous CLAY w/ hard weathered 22 sa Za 30
limestone seams
45+ 1 1_ _
}�:='. -� - highly calcareous with moderately hard to hard
_�� limestone layers below 13.5 feet ,a ,e 2, „� as+ —
;;�� ......:...:..so�3�� Moderately hard to hard tan weathered a5++
�.?:;
's '�'�' LIMESTONE, fractured, w/ calcareous clay seams
J L1 �ll
:.1�'1: �' Hard gray LIMESTONE w/ shale seams �
' • r'r' S0/0 25"
20 50/0 25"
r
-r:r
ri i':i_
]-�'i
�:.i�T
�
z5 � 50I0.5"
��� 50/0 25"
30
35
50/0 25"
50/0 25"
Boring terminated at 30'
Notes: FIGURE:7
Alliance Geotechnical Group, Inc.
LOG OF BORING S-1
Project: Tex Rail - Ft. Worth, Texas
Date: 09/03/2015 Elev.:
Depth to water at completion of boring: Dry
Depth to water when checked:
Depth to caving when checked:
ELEVATION/ SOIL SYMBOLS
DEPTH SAMPLER SYMBOLS
(feet & FIELD TEST DATA
� o � r �— Dark brown CLAY w/ calcareous nodules
Brown CLAY w/ calcareous nodules
5
DESCRIPTION
Project No.: E15-0801
Location: See Figure 1
was:
was:
Tan and l�rown cai�areaus CLAY w! �imestane
fragments
MC LL PL PI -200 DD P PEN UNCON Strain
% % % % % pcf tsf ksf °r6
- - --- - 45++ ----
is a s++ _
4 5++
17 59 23 36 4.5++
4 5++
14 4.5+
4 5+
,��r�=�-, Firtn to moderately hard tan severef+Lweat�ered
'o � � - { .L.IMES.T..�N�, higl�ly fractured wl cakcareous clay �
f lay�rs _
Boring terminated at 10'
15
20
- 25
30
- 35
Notes:
as+�—�--
FIGURE:8
Alliance Geotechnical Group, Inc.
LOG OF BORING S-2
Project: Tex Rail - Ft. Worth, Texas
Date: 09/03/2015 Elev.:
Depth to water at completion of boring: Dry
Depth to water when checked:
Depth to caving when checked:
ELEVATION/ SOIL SYMBOLS
DEPTH SAMPLER SYMBOLS
fset & FIELD TEST DATA
-0
DESCRIPTION
Project No.: E15-0801
Location: See Figure 1
was:
was:
- Brown and dark brown CLAY w/ limestone
'fragments �FILL}
��ark brown CLAY w/ calcareo�.is naduies
Brown CLAY w/ calcareous nodules
—s
�
MC LL PL PI -200 DD P PEN UNCON Strain
k h k % % pcF lsf ksf °�
--- - --- -- - 4.5++ �
19 - - -4.5+ — -i- —
_ 4.5++ �
a 5++
� s a e++
a e++
20 61 24 37 110 4 5++
��e�s —��n calcar�ous CLAY wl sever�l weathered
� �i % 15/6 y
� � .;:� `� ,��s IIfTIEStd11G S�8R15 — - — - —
��r.�.�r:`:,!s�is - � -
�� %���L��'r50/25 Firm to hard tan severelv weatnered LIM�57QNE,
-,o ��=µ�•�v , nighly fractured, wl cal�areous �lay Eayers ;
Boring terminated at 10'
15
f
2�
25
30
35
Notes
43
4 5++
FIGURE:9
Alliance Geotechnical Group, Inc.
LOG OF BORING S-3
Project: Tex Rail - Ft. Worth, Texas
Date: 09/0212015 Elev.:
Depth to water at completion of boring: Dry
Depth to water when checked:
Depth to caving when checked:
ELEVATION/ SOIL SYMBOLS
DEPTH SAMPLERSYMBOLS DESCRIPTION
ffeet & FIELD TEST DATA
Project No.: E15-0801
Location: See Figure 1
was:
was:
0 —
Dark brown and tan CLAY w/ calcareous nodules
and limestone fragments
� �e�s Tan calcareous CLAY w/ severely weathered
-5 , 1e�6 limestone seams
�`:! eis
�
::�
""'�T`- Firm to moderatei hard tan se�erel weatherer�
�"12�t �ois Y Y
�-,; ,z�s LIMEST�NE, hlghly fractured, w! calcareous clay
r��- � r� .. 43/6
� 10 � layers
Boring terminated at 10'
15
20
25
30
35
Notes:
MC LL PL PI -200 DD P.PEN UNCON Strain
% % % % % pcf tsf ksf %
— - - -- -- — — 45++ — -- —
15 SB 21 37 4 5++
4 5++
13 4 5++
13 � 4.5++
a.5++ —
a s++
FIGURE:10
Alliance Geotechnical Group, Inc.
LOG OF BORING S-4
Project: Tex Rail - Ft. Worth, Texas Project No.: E15-0801
Date: 09/03/2015 Elev.: Location: See Figure 1
Depth to water at completion of boring: Dry
Depth to water when checked: was:
Depth to caving when checked: was:
ELEVATION/ SOILSYMBOLS MC LL PL PI -200 DD P.PEN UNCON Strain
DEPTH SAMPLERSYMBOLS DESCRIPTION � g5 � � �,y pcf tsf ksf %
feet B FIELD TEST pATA
r0— — — -- -- - -- —
Dark brown CLAY w/ calcareous nodules as++
16 4 5++
4 5++
17 4 5++
Brown and tan CLAY w/ calcareous nodules - a5++ -
5
4 5++
��_. . _ — — —
�-< : Tan calcareous CLAY w/ severely weathered 14 a 5++
� limestone seams
� --� _-�:..,,...
- - - -- -
?�:y;.� �' ��zsis Firm fo moderafely harci tan severel�weatl�ered
�.,s�s LIMESTON�, highfy fra�turer�, wl cai�ar�ous clay
,o ` — —
l layers � � �
Boring terminated at 10'
,s
20
- zs
- 30
35
Notes:
FIGURE:11
Alliance Geotechnical Group, Inc.
LOG OF BORING S-5
Project: Tex Rail - Ft. Worth, Texas Project No.: E15-0801
Date: 09IO2/2015 Elev.: Location: See Figure 1
Depth to water at completion of boring: Dry
Depth to water when checked: was:
Depth to caving when checked: was:
ELEVATIONI SOIL SYMBOLS
DEPTH SAMPLERSYMBOLS DESCRIPTION MC L�L PL PI -200 DD PPEN UNCON Slrain
(Feet) & FIELD TEST DATA % � % % % pcf tsf ksf %
r C1 i��r-rr — — — - — - — —
f
.5 .'.�.� 21/6��
fi;.... : � ,��s„
i'�., � 13/6��
� i 15/6"
`�'+� 6/6��
:�
10
15
FI- 20
S
�
�
25
30
35
Notes:
Dark brown CLAY w/ calcareous nodules
Brown CLAY w/ calcareous nodules
Brown and tan CLAY w/ calcareous nodules
Tan and brown calcareous CLAY w/ calcareous
nodules and limestone fragments
,�,r�r��,�50/6�� Firm to moderatel hard tan severel weathered
� .; :': ; .,. . zs�s�� Y Y
�I LIMESTONE, highly fractured, w/ calcareous clay
1 l�yers
Boring terminated at 10'
4 5++
� � — — — — — a s++
a s++
16 62 25 37 4 5++
— — — — — 45++ — —
�
4.5+
3,6
FIGURE:12
Alliance Geotechnical Group, Inc.
LOG OF BORING S-6
Project: Tex Rail - Ft. Worth, Texas
Date: 09/02/2015 Elev.:
Depth to water at completion of boring: Dry
Depth to water when checked:
Depth to caving when checked:
ELEVATION/ SOIL SYMBOLS
DEPTH SAMPLERSYMBOLS DESCRIPTION
(feetl & FIELD TEST DATA
0
s
� { 5011 25"
�
f�
..,�,3,6„
:•, 18/6"
10 • - • -_ j 50/1 25"
15
20
25
30
35
Notes:
Project No.: E15-0801
Location: See Figure 1
was:
was:
Dark brown CLAY w/ calcareous nodules
Brown CLAY w/ calcareous nodules
Brown and tan CLAY w/ limestone fragments
Tan and gray calcareous CLAY w/ numerous
limestone fragments and hard weathered limestone
layers
-moderately hard to hard tan weathered limestone
below 9.5 feet
Boring terminated at 10'
MC LL PL PI -200 DD P PEN UNCON Strain
% h k h % pcf lsf ksf %
4 5++
16 4 5++
4 5++
1 B 4.5++
----- — — 45++— - - -
11 54 23 31 4 5+
4.5++
FIGURE:13
Alliance Geotechnical Group, Inc.
LOG OF BORING S-7
Project: Tex Rail - Ft. Worth, Texas
Date: 09/03/2015 Elev.:
Depth to water at completion of boring: Dry and Backfilled
Depth to water when checked:
Depth to caving when checked:
ELEVATION/ SOIL SYMBOLS
DEPTH SAMPLERSYMBOLS DESCRIPTION
(feel) & FIELD TEST DATA
-0
Project No.: E15-0801
Location: See Figure 1
was:
was:
Dark brown CLAY w/ calcareous nodules
Brown CLAY w/ calcareous nodules
MC LL PL PI -200 DD P PEN UNCON Slrain
% % % % % pcf tsf ksf %
4.5++
18 4 5++
a e++
J 17 60 20 40 — — 4,5++ — —
�S
r Brown and tan CLAY w/ calcareous nodules 4.5++
-5 =_s-.•. : :. , — — - — — -- — — —
�--. - r� 5!6 Tan and light gray calcareous CLAY w/ calcareous 'e a s.
� `; 8�6 clay seams
� _�'
;�� _. ;
1,0�6
� � �is
-10 � „�.:���''i 6/6
-15
-20
25
30
35
Notes:
Tan calcareous CLAY w/ severely weathered
limestone seams
Boring terminated at 10'
4, 5+
FIGURE:14
Alliance Geotechnical Group, Inc.
LOG OF BORING P-1
Project: Tex Rail - Ft. Worth, Texas
Date: 09/03/2015 Elev.:
Depth to water at completion of boring: Dry
Depth to water when checked:
Depth to caving when checked:
ELEVATION/ SOIL SYMBOLS
DEPTH SAMPLERSYMBOLS DESCRIPTION
(feell & FIELD TEST DATA
Project No.: E15-0801
Location: See Figure 1
was:
was:
0 —
Dark brown CLAY w/ calcareous nodules and
limestone fragments
Brown CLAY w/ calcareous nodules and limestone
fragments
5 �
� .-
� ?71u
�/' 22/6
�,� _j 17/6
`:i:f='"{�.�,,I 17/6
,f�.�;.i.�� �50/3
_a r.,v,r�-
�o �..�..�_..��
15
20
-25
- 30
35
Notes;
Tan calcareous CLAY w/ clay seams
MC LL PL PI -200 DD P PEN UNCON Slrain
% k % h % pcf tsf ksf %
4 5++
12 58 22 36 4 5++
-- ----- 45++ — — -- —
a s++
4 s++
4 5++ ` —
I
4 5++ `
L
Moderately hard to hard tan severely weathered to
weathered LIMESTONE, highly fractured, w/
calcareous ciay layers
Boring terminated at 10'
FIGURE:15
Alliance Geotechnical Group, Inc.
LOG OF BORING P-2
Project: Tex Rail - Ft. Worth, Texas Project No.: E15-0801
Date: 09/02/2015 Elev.: Location: See Figure 1
Depth to water at completion of boring: Dry
Depth to water when checked: was:
Depth to caving when checked: was:
ELEVATION/ SOIL SYMBOLS
DEPTH SAMPLERSYMBOLS DESCRIPTION MC LL PL PI -200 DD P.PEN UNCON Strain
(feeU & FIELD TEST DATA % % % % % pcf tsf ksf %
� �--- -- Brown and tan CLAY w/ limestone fragments and � - 4.5++ --_- -
� �is `gr���l �FILL} _ _ � ao a s++
s'6 �Dark brown CLAY w/ limestone fragments (FILL) � 4.5++
Brown CLAY w/ calcareous nodules 4 s+,
13/6 _
�,r �: eo�5 — Firm to moderately hard tan severely weathered
5 1Tt. '' 50/05�� LIMESTONE, highly fractured, w/ calcareous clay
50I0 25" �E�e rs �
is'''' ` Moderately hard to hard tan weathered
1,,�.,�, LIMESTONE, fractured, w/ clay seams
�o �. �.�"� soios„
50/0 25"
Hard gray LIMESTONE w/ shale seams
� 50/0 5"
15 1�� 50/0,25"
-shale layer at 16.5'
20 �tri� f 50/0 5"
50/0 25"
25 � �,`i�i=:�� 50/0 5" � —
50/025�� goring terminated at 25' �
30
35
�
Notes:
Alliance Geotechnical Group, Inc
FIGURE:16
LOG OF BORING P-3
Project: Tex Rail - Ft. Worth, Texas
Date: 09/03/2015 Elev.:
Depth to water at completion of boring: Dry
Depth to water when checked:
Depth to caving when checked:
ELEVATION/ SOIL SYMBOLS
DEPTH SAMPLER SYMBOLS
feel & FIELD TEST DATA
i- 0 ��r� —
z�is
5 ?� 4816
' '• 2216
��
; � soiz
�=��:=
��,�K �� „
� '.f'�-4
�o k�-��• ��j� SOIO 5"
�:a.a•r �
50/0 25
15
20
25
30
35
Notes:
DESCRIPTION
Project No.: E15-0801
Location: See Figure 1
was:
was:
Dark brown CLAY w/ calcareous nodules
Brown CLAY w/ calcareous nodules
Brown and tan calcareous CLAY w/ moderately h
to hard weathered limestone layers
Moderately hard to hard tan weathered
L.]MESTpIV�, fractured, w/calcareous clay seams
Boring terminated at 10'
MC LL PL PI -200 DD P PEN UNCON Strain
� k h � 96 pcf tsf ksf %
--- - - 45++�-- -
15 61 23 38 q 5++
--- ------ - 45++- - -- -
4.5++
----------- - 45++ ----
FIGURE:17
Alliance Geotechnical Group, Inc.
LOG OF BORING P-4
Project: Tex Rail - Ft. Worth, Texas
Date: 09/03/2015 Elev.:
Depth to water at completion of boring: Dry
Depth to water when checked:
Depth to caving when checked:
ELEVATION/ SOIL SYMBOLS
DEPTH SAMPLERSYMBOLS DESCRIPTION
feet & FIELD TEST DATA
Project No.: E15-0801
Location: See Figure 1
was:
was:
I� �� _ Dark brown CLAY w/ calcareous nodules
� Brown CLAY w/ calcareous nodules
5
-10
-15
20
25
30
35
Notes:
Brown and tan CLAY w/ numerous limestone
�' �fragment
� Tan and brown calcareous CLAY w/ numerous
limestone fragments
�`•.; ? zsis..
�;!�`�sois - Moderately hard limestone below 9.5 feet
Boring terminated at 10'
MC LL PL PI -200 DD P.PEN UNCON Slrain
% % % % % pcf tsf ksf %
4.5++
15 56 20 36 4.5++
4.5++
4.5++
4 5++
— - - 4 5++
4 5+
a e++
FIGURE:18
Alliance Geotechnical Group, Inc.
KEY TO LOG TERMS & SYMBOLS
Symbol Description
Strata �xnbols
I%� CLAY
V �}i
.
.i:
..-.
��:�
�n��s
� ��
�
CLAY,
Calcareous
LIME STONE ,
weathered
L IME S TONE
L IME S TONE ,
severely
weathered
Soil Samt�lers
, Thin Wall
Shelby Tube
� Standard
Penetration
Test
n Auger
��
1I
Notes•
THD Cone
Penetration
Test
1. Exploratory borings were drilled on dates indicated using truck
mounted drilling equipment.
2. Water level observations are noted on boring logs.
3. Results of tests conducted on samples recovered are reported on the
boring logs. Abbreviations used are:
DD = natural dry density (pcf) LL = liquid limit (�)
MC = natural moisture content (�) PL = plastic limit (�)
Uncon.= unconfined compression (tsf) PI = plasticity index
P.Pen.= hand penetrometer (tsf) -200 = percent passing #200
4. Rock Cores
REC =(Recovery) sum of core sample recovered divided by length
of run, expressed as percentage.
RQD =(Rock Quality Designation) sum of core sample recovery 4"
or greater in length divided by the run, expressed as
percentage.
FIGURE:19
Alliance Geotechnical Group, Inc
SWELL TEST RESULTS
ATTERBERG IN-SITU FINAL %
BORING DEPTH UNIT LIMITS MOISTURE MOISTURE LOAD VERTICAL
NO. (FEET) WEIGHT LL PL p� CONTENT CONTENT �PSF) SWELL
B-1 8.5-10 106.0 45 21 24 20.4 24.8 1,163 4.8
B-2 6.5-8 108.0 43 21 22 18.7 21.7 913 3.0
B-3 1-2 102.7 64 26 38 21.5 29.6 188 11.1
B-4 2-3 113.2 60 23 37 17.2 23.5 313 10.5
B-5 5-6 115.6 46 20 26 15.8 22.2 688 8.6
B-6 9-10 104.5 54 24 30 22.0 24.5 1,188 2.5
B-6 13-14 116.9 36 15 21 14.1 16.0 1,781 0.8
S-2 5-6 109.8 61 24 37 19.7 23.3 688 6.8
PROCEDURE:
1. Sample placed in confining ring, design load (including overburden) applied, free
water with surfactant made available, and sample allowed to swell completely.
2. Load removed and final moisture content determined.
,- �
� fiLL�R�'ICE
� G�OTECNnICf�L
�� _.� C�UUP
SOLU BLE SU LFATES TEST
RESU LTS (PPM)
BORING NO. DEPTH SOLUBLE SULFATES
(PPM)
P-1 1-2 220
P-2 1-2 1, 727
P-3 1-2 160
P-4 1-2 180
-i ALLIAhCE
� GEOTECNnICAL
--� _ GROUP _ _ _
LIME SERIES RESULTS
BORING DEPTH LIME LIQUID pLASTICITY
NO. (FEET) ADDED LIMIT INDEX (PI)
(%) (%)
0 63 40
4 56 20
P-2 1-2
6 51 14
8 48 10
,-
-f ALLIf�nCE
� GEQTECNhICAL
--� GRQUP
MEASURES TO MINIMIZE DEEP
SEATED SWELL
MEASURES TO MINIMIZE DEEP SEATED SWELL
In order to reduce the risk of excessive upward ground movements caused by soil swelling
associated with free water sources, the following measures should be taken during design
and construction:
• The use of superior contractors and utility line materials accompanied with Quality
Control inspection and testing of all utility line installations including automatic
sprinkler systems installed after construction.
• Sprinkler lines should not be installed near the structure. Instead, the system should
be designed so that the lines themselves are as far away from the structure as
possible. Sprinkler heads should be used with a capacity to direct water toward the
structure from distances of several feet.
• Utility under-drains with impervious barriers along the trench bottom may be used as
an additional safeguard to minimize post-construction upward movement caused
by water percolation into the deeper clay soils.
• Elevated landscape beds over impervious lining should be used in lieu of recessed
beds to prevent ponding water conditions near the structure.
• Positive drainage should be provided. Surface drainage gradients within 20 feet of
the building should be constructed with maximum slopes allowed by local codes.
• Roof gutters should be used to direct roof runoff away from the structure in the most
direct manner. Downspouts should not be allowed to discharge into landscaped
areas located near the building. Downspout extensions should be used to facilitate
drainage from the structure.
• Rapid repair of any utility leak including water lines, sewer lines, sprinkler line,
sprinkler heads.
• Trees and deep rooted shrubs should not be planted within 35 feet of the building to
minimize settlements caused by ground shrinkage associated with moisture
absorption of the tree root systems. Also, the area beneath the un-pruned mature
tree drip lines and to limits of at least 10 feet beyond the drip line should not be
paved. The area beneath the drip line should be landscaped and irrigated.
Otherwise, an arborist should be contacted regarding the installation,
effectiveness, and use of root barriers to minimize future slab-on-grade foundation
and flatwork settlements due to ground shrinkage caused by tree root absorption.
• If the risk of deep-seated swell is not acceptable for these structures, the excavation
and moisture conditioning should be extended to deeper depths or the foundation
systems should consist of straight shaft piers that are socketed into the bearing
stratum in conjunction with structurally supported floor slabs over void spaces.
ALLIANCE GEOTECHNICAL GROUP E15-0801
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
GR-01 60 00 Product Requirements
THIS PAGE LEFT INTENTIONALLY BLANK
R A
MERCANTILE 615K SF TO BUILD
PROJECT 102942
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated: October 21, 2020
The Fort Worth Water Department’s Standard Products List has been developed to
minimize the submittal review of products which meet the Fort Worth Water
Department’s Standard Specifications during utility construction projects. When
Technical Specifications for specific products, are included as part of the
Construction Contract Documents, the requirements of the Technical Specification
will override the Fort Worth Water Department’s Standard Specifications and the
Fort Worth Water Department’s Standard Products List and approval of the
specific products will be based on the requirements of the Technical Specification
whether or not the specific product meets the Fort Worth Water Department’s
Standard Specifications or is on the Fort Worth Water Department’s Standard
Products List.
Table of Content
(Click on items to go directly to the page)
Items Page
A.Water & Sewer
1. Manholes & Bases/Components ........................................................... 1
2.Manholes & Bases/Fiberglass ............................................................... 2
3.Manholes & Bases/Frames & Covers/Rectangular ............................... 3
4.Manholes & Bases/Frames & Covers/Round ....................................... 4
5.Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight .. 5
6.Manholes & Bases/Precast Concrete .................................................... 6
7.Manholes & Bases/Rehab Systems/Cementitious ................................ 7
8.Manholes & Bases/Rehab Systems/NonCementitious ......................... 8
9.Manhole Insert (Field Operations Use Only) ........................................ 9
10. Pipe Casing Spacer ............................................................................... 10
11. Pipes/Ductile Iron ................................................................................. 11
12. Utility Line Marker ............................................................................... 12
B.Sewer
13. Coatings/Epoxy ..................................................................................... 13
14. Coatings/Polyurethane .......................................................................... 14
15. Combination Air Valves ....................................................................... 15
16. Pipes/Concrete ...................................................................................... 16
17. Pipe Enlargement System (Method) ..................................................... 17
18. Pipes/Fiberglass Reinforced Pipe ......................................................... 18
19. Pipes/HDPE .......................................................................................... 19
20. Pipes/PVC (Pressure Sewer) ................................................................. 20
21. Pipes/PVC* ........................................................................................... 21
22. Pipes/Rehab/CIPP ................................................................................. 22
23. Pipes/Rehab/Fold & Form .................................................................... 23
24. Pipes/Open Profile Large Diameter ...................................................... 24
C.Water
25. Appurtenances ....................................................................................... 25
26. Bolts, Nuts, and Gaskets ....................................................................... 26
27. Combination Air Release Valve ........................................................... 27
28. Dry Barrel Fire Hydrants ...................................................................... 28
29. Meters ................................................................................................... 29
30. Pipes/PVC (Pressure Water) ................................................................. 30
31. Pipes/Valves & Fittings/Ductile Iron Fittings ....................................... 31
32. Pipes/Valves & Fittings/Resilient Seated Gate Valve .......................... 32
33. Pipes/Valves & Fittings/Rubber Seated Butterfly Valve ...................... 33
34. Polyethylene Encasement ..................................................................... 34
35. Sampling Stations ................................................................................. 35
36. Automatic Flusher ................................................................................. 36
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeWater & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/16)07/23/97 33 05 13 Urethane Hydrophilic WaterstopAsahi Kogyo K.K.Adeka Ultra-Seal P-201ASTM D2240/D412/D79204/26/00 33 05 13 Offset Joint for 4' Diam. MHHanson Concrete ProductsDrawing No. 35-0048-00104/26/00 33 05 13 Profile Gasket for 4' Diam. MH.Press-Seal Gasket Corp.250-4G GasketASTM C-443/C-361SS MH1/26/99 33 05 13 HDPE Manhole Adjustment RingsLadtech, IncHDPE Adjustment RingNon-traffic area5/13/05 33 05 13 Manhole External WrapCanusa - CPSWrapidSeal Manhole Encapsulation SystemCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.* From Original Standard Products ListClick to Return to the Table of Content1Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Fiberglass 33-39-13 (1/8/13)1/26/99 33 39 13 Fiberglass ManholeFluid Containment, Inc.FlowtiteASTM 3753Non-traffic area08/30/06 33 39 13 Fiberglass ManholeL.F. ManufacturingNon-traffic area* From Original Standard Products ListClick to Return to the Table of Content2Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16)*33 05 13 Manhole Frames and CoversWestern Iron Works, Bass & Hays Foundry100124"x40" WD* From Original Standard Products ListClick to Return to the Table of Content3Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16)*33 05 13 Manhole Frames and CoversWestern Iron Works, Bass & Hays Foundry3002424" Dia.*33 05 13 Manhole Frames and CoversMcKinley Iron Works Inc.A 24 AM24" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryR-1272ASTM A48 & AASHTO M30624" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryR- 165-LM (Hinged)ASTM A48 & AASHTO M30624" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryNF 1274ASTM A48 & AASHTO M30630" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryR-1743-LM (Hinged)ASTM A48 & AASHTO M30630" dia.33 05 13 Manhole Frames and CoversSigma CorporationMH-144N33 05 13 Manhole Frames and CoversSigma CorporationMH-143N33 05 13 Manhole Frames and CoversPont-A-MoussonGTS-STD24" dia.33 05 13 Manhole Frames and CoversNeenah Casting24" dia.10/31/06 33 05 13 Manhole Frames and Covers (Hinged)PowersealHinged Ductile Iron Manhole ASTM A53624" Dia.7/25/03 33 05 13 Manhole Frames and CoversSaint-Gobain Pipelines (Pamrex/rexus)RE32-R8FS30" Dia.01/31/06 33 05 1330" Dia. MH Ring and CoverEast Jordan Iron WorksV1432-2 and V1483 DesignsAASHTO M306-0430" Dia.11/02/10 33 05 1330" Dia. MH Ring and CoverSigma CorporationMH1651FWN & MH1650230" Dia07/19/11 33 05 1330" Dia. MH Ring and CoverStar Pipe ProductsMH32FTWSS-DC 30" Dia08/10/11 33 05 1330" Dia. MH Ring and CoverAccucast220700 Heavy Duty with Gasket Ring30" Dia10/14/13 33 05 1330" Dia. MH Ring and Cover (Hinged & Lockable)East Jordan Iron Works 30" ERGO XL Assembly with Cam Lock/MPIC/T-Gasket ASSHTO M105 & ASTM A53630" Dia06/01/17 34 05 1330" Dia. MH Ring and Cover (Hinged & Lockable) CISIP Industries2280 (32")ASTM A 4830" Dia.09/16/19 33 05 13.1030" Dia. MH Ring and Cover Composite Access Products, L.P.CAP-ONE-30-FTW, Composite, w/ Lock w/o Hing30" Dia.* From Original Standard Products ListClick to Return to the Table of Content4Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/16)*33 05 13 Manhole Frames and CoversPont-A-MoussonPamtight24" Dia.*33 05 13 Manhole Frames and CoversNeenah Casting24" Dia.*33 05 13 Manhole Frames and CoversWestern Iron Works,Bass & Hays Foundry300-24P24" Dia.*33 05 13 Manhole Frames and CoversMcKinley Iron Works Inc.WPA24AM24" Dia.03/08/00 33 05 13 Manhole Frames and CoversAccucastRC-2100ASTM A 4824" Dia.04/20/01 33 05 13 Manhole Frames and Covers(SIP)Serampore Industries Private Ltd.300-24-23.75 Ring and CoverASTM A 4824" Dia.* From Original Standard Products ListClick to Return to the Table of Content5Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Precast Concrete (Rev 1/8/13)*33 39 10 Manhole, Precast ConcreteHydro Conduit CorpSPL Item #49ASTM C 47848"*33 39 10 Manhole, Precast ConcreteWall Concrete Pipe Co. Inc.ASTM C-44348"09/23/96 33 39 10 Manhole, Precast ConcreteConcrete Product Inc.48" I.D. Manhole w/ 32" ConeASTM C 47848" w/32" cone05/08/18 33 39 10 Manhole, Precast ConcreteThe Turner Company48", 60" I.D. Manhole w/ 32" ConeASTM C 47848", 60"10/27/06 33 39 10 Manhole, Precast ConcreteOldcastle Precast Inc.48" I.D. Manhole w/ 24" ConeASTM C 47848" Diam w 24" Ring06/09/10 33 39 10 Manhole, Precast (Reinforce Polymer)ConcreteUS Composite PipeReinforced Polymer Concrete ASTM C-7648" to 72"09/06/19 33 39 20 Manhole, Precast ConcreteForterra Pipe and Precast60" & 72" I.D. Manhole w/32" ConeASTM C-7660" & 72"* From Original Standard Products ListClick to Return to the Table of Content6Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Rehab Systems/Cementitious*E1-14 Manhole Rehab SystemsQuadex04/23/01E1-14 Manhole Rehab SystemsStandard Cement Materials, Inc.Reliner MSPE1-14 Manhole Rehab SystemsAP/M Permaform4/20/01E1-14 Manhole Rehab SystemStrong CompanyStrong Seal MS2A Rehab System5/12/03E1-14 Manhole Rehab System (Liner)Poly-triplex TechnologiesMH repair product to stop infiltrationASTM D581308/30/06General Concrete RepairFlexKrete TechnologiesVinyl Polyester Repair ProductMisc. Use* From Original Standard Products ListClick to Return to the Table of Content7Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Rehab Systems/NonCementitious05/20/96E1-14 Manhole Rehab SystemsSprayroq, Spray Wall Polyurethane CoatingASTM D639/D790*E1-14 Manhole Rehab SystemsSun Coast12/14/01Coating for Corrosion protection(Exterior)ERTECHSeries 20230 and 2100 (Asphatic Emulsion)For Exterior Coating of Concrete Structures Only01/31/06Coatings for Corrosion ProtectionChestertonArc 791, S1HB, S1, S2Acid Resistance TestSewer Applications8/28/2006Coatings for Corrosion ProtectionWarren EnvironmentalS-301 and M-301Sewer Applications08/30/06Coatings for Corrosion ProtectionCitadelSLS-30 Solids EpoxySewer Applications03/19/1833 05 16, 33 39 10, 33 39 20 Coating for Corrosion protection(Exterior)Sherwin WilliamsRR&C Dampproofing Non-Fibered Spray Grade (Asphatic Emulsion)For Exterior Coating of Concrete Structures Only* From Original Standard Products ListClick to Return to the Table of Content8Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manhole Inserts - Field Operations Use Only (Rev 2/3/16)*33 05 13 Manhole InsertKnutson EnterprisesMade to Order - PlasticASTM D 1248For 24" dia.*33 05 13 Manhole InsertSouth Western PackagingMade to Order - PlasticASTM D 1248For 24" dia.*33 05 13 Manhole InsertNoflow-InflowMade to Order - PlasticASTM D 1248For 24" dia.09/23/96 33 05 13 Manhole InsertSouthwestern Packing & Seals, Inc.LifeSaver - Stainless SteelFor 24" dia.09/23/96 33 05 13 Manhole InsertSouthwestern Packing & Seals, Inc.TetherLok - Stainless SteelFor 24" dia* From Original Standard Products ListClick to Return to the Table of Content9Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Pipe Casing Spacers 33-05-24 (07/01/13)11/04/02Steel Band Casing SpacersAdvanced Products and Systems, Inc.Carbon Steel Spacers, Model SI02/02/93Stainless Steel Casing SpacerAdvanced Products and Systems, Inc.Stainless Steel Spacer, Model SSI04/22/87Casing SpacersCascade Waterworks ManufacturingCasing Spacers09/14/10Stainless Steel Casing SpacerPipeline Seal and InsulatorStainless Steel Casing SpacerUp to 48"09/14/10Coated Steel Casin SpacersPipeline Seal and InsulatorCoated Steel Casin SpacersUp to 48" 05/10/11Stainless Steel Casing SpacerPowerseal4810 PowerchockUp to 48"03/19/18Casing SpacersBWMSS-12 Casing Spacer(Stainless Steel)03/19/18Casing SpacersBWMFB-12 Casing Spacer (Coated Carbon Steel) for Non_pressure Pipe and Grouted Casing* From Original Standard Products ListClick to Return to the Table of Content10Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Pipes/Ductile Iron 33-11-10(1/8/13)*33 11 10 Ductile Iron PipeGriffin Pipe Products, Co.Super Bell-Tite Ductile Iron Pressure Pipe, AWWA C150, C1513" thru 24"08/24/18 33 11 10 Ductile Iron PipeAmerican Ductile Iron Pipe Co.American Fastite Pipe (Bell Spigot)AWWA C150, C1514" thru 30"08/24/18 33 11 10 Ductile Iron PipeAmerican Ductile Iron Pipe Co.American Flex Ring (Restrained Joint)AWWA C150, C1514" thru 30"*33 11 10 Ductile Iron PipeU.S. Pipe and Foundry Co.AWWA C150, C151*33 11 10 Ductile Iron PipeMcWane Cast Iron Pipe Co.AWWA C150, C151* From Original Standard Products ListClick to Return to the Table of Content11Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Utility Line Marker (08/24/2018)* From Original Standard Products ListClick to Return to the Table of Content12Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Coatings/Epoxy 33-39-60 (01/08/13)02/25/02Epoxy Lining SystemSauereisen, IncSewerGard 210RSLA County #210-1.3312/14/01Epoxy Lining SystemErtech Technical CoatingsErtech 2030 and 2100 Series04/14/05Interior Ductile Iron Pipe CoatingInduronProtecto 401ASTM B-117Ductile Iron Pipe Only01/31/06Coatings for Corrosion ProtectionChestertonArc 791, S1HB, S1, S2Acid Resistance TestSewer Applications8/28/2006Coatings for Corrosion ProtectionWarren EnvironmentalS-301 and M-301Sewer Applications* From Original Standard Products ListClick to Return to the Table of Content13Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Coatings/Polyurethane* From Original Standard Products ListClick to Return to the Table of Content14Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Combination Air Valves 05/25/18 33-31-70 Air Release ValveA.R.I. USA, Inc.D025LTP02(Composite Body)2"* From Original Standard Products ListClick to Return to the Table of Content15Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/Concrete*E1-04 Conc. Pipe, ReinforcedWall Concrete Pipe Co. Inc.ASTM C 76*E1-04 Conc. Pipe, ReinforcedHydro Conduit CorporationClass III T&G, SPL Item #77ASTM C 76*E1-04 Conc. Pipe, ReinforcedHanson Concrete ProductsSPL Item #95-Manhole, #98- PipeASTM C 76*E1-04 Conc. Pipe, ReinforcedConcrete Pipe & Products Co. Inc.ASTM C 76* From Original Standard Products ListClick to Return to the Table of Content16Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipe Enlargment System (Method)33-31-23 (01/18/13)PIM SystemPIM CorporationPolyethylenePIM Corp., Piscata Way, N.J. Approved PreviouslyMcConnell SystemsMcLat ConstructionPolyethyleneHouston, TexasApproved PreviouslyTRS SystemsTrenchless Replacement SystemPolyethyleneCalgary, CanadaApproved Previously* From Original Standard Products ListClick to Return to the Table of Content17Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipe/Fiberglass Reinforced Pipe 33-31-13(1/8/13)7/21/97 33 31 13 Cent. Cast FiberglassHobas Pipe USA, Inc.Hobas Pipe (Non-Pressure)ASTM D3262/D375403/22/10 33 31 13 Fiberglass PipeAmeronBondstrand RPMP PipeASTM D3262/D375410/30/03Glass-Fiber Reinforced Polymer PipeThompson Pipe GroupFlowtiteASTM D3262/D37544/14/05Polymer Modified Concrete PipeAmitech USAMeyer Polycrete PipeASTM C33, A276, F4778" to 102", Class V06/09/10E1-9 Reinforced Polymer Concrete PipeUS Composite PipeReinforced Polymer Concrete PipeASTM C-76* From Original Standard Products ListClick to Return to the Table of Content18Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/HDPE 33-31-23(1/8/13)*High-density polyethylene pipePhillips Driscopipe, Inc.Opticore Ductile Polyethylene PipeASTM D 12488"*High-density polyethylene pipePlexco Inc.ASTM D 12488"*High-density polyethylene pipePolly Pipe, Inc.ASTM D 12488"High-density polyethylene pipeCSR Hydro Conduit/Pipeline SystemsMcConnell Pipe EnlargementASTM D 1248* From Original Standard Products ListClick to Return to the Table of Content19Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/PVC (Pressure Sewer) 33-11-12 (4/1/13)12/02/11 33-11-12 DR-14 PVC Pressure PipePipelife JetstreamPVC Pressure PipeAWWA C9004" thru 12"10/22/14 33-11-12 DR-14 PVC Pressure PipeRoyal Building ProductsRoyal Seal PVC Pressure PipeAWWA C9004" thru 12"* From Original Standard Products ListClick to Return to the Table of Content20Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/PVC* 33-31-20 (7/1/13)*33-31-20 PVC Sewer PipeJ-M Manufacturing Co., Inc. (JM Eagle)SDR-26ASTM D 30344" - 15"12/23/97* 33-31-20 PVC Sewer PipeDiamond Plastics CorporationSDR-26ASTM D 30344" thru 15"*33-31-20 PVC Sewer PipeLamson Vylon PipeASTM F 7894" thru 15"01/18/18 33-31-20 PVC Sewer PipeVinyltech PVC PipeGravity SewerASTM D30344" thru 15"11/11/98 33-31-20 PVC Sewer PipeDiamond Plastics Corporation "S" Gravity Sewer PipeASTM F 67918" to 27"*33-31-20 PVC Sewer PipeJ-M Manufacturing Co, Inc. (JM Eagle)SDR 26/35 PS 115/46ASTM F 67918" - 27"09/11/12 33-31-20 PVC Sewer PipePipelife Jet StreamSDR-26 and SDR-35ASTM F-67918"05/06/0533-31-20PVC Solid Wall PipeDiamond Plastics CorporationSDR 26/35 PS 115/46ASTM F-67918" to 48"04/27/0633-31-20PVC Sewer Fittings HarcoSDR-26 and SDR-35 Gasket Fittings ASTM D-3034, D-1784, etc4" - 15"*33-31-20PVC Sewer FittingsPlastic Trends, In.cGasketed PVC Sewer Main FittingsASTM D 30343/19/2018 33 31 20 PVC Sewer PipePipelife Jet StreamSDR 35ASTM F67918"- 24"3/19/2018 33 31 20 PVC Sewer PipePipelife Jet StreamSDR 26ASTM D30344"- 15"3/29/2019 33 31 20Gasketed Fittings (PVC)GPK Products, Inc.SDR 26ASTM D3034/F-6794"- 15"10/21/2020 33 31 20 PVC Sewer PipeNAPCOSDR 26ASTM D30344" - 15"10/22/2020 33 31 20 PVC Sewer PipeSanderson Pipe Corp.SDR 26ASTM D30344"- 15"10/21/2020 33 31 20 PVC Sewer PipeNAPCOSDR 26/35 PS 115/46ASTM F-67918"- 36"* From Original Standard Products ListClick to Return to the Table of Content21Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/Rehab/CIPP 33-31-12 (01/18/13)*Cured in Place PipeInsituform Texark, IncASTM F 121605/03/99Cured in Place PipeNational Envirotech GroupNational Liner, (SPL) Item #27ASTM F-1216/D-581305/29/96Cured in Place PipeReynolds Inc/Inliner Technolgy (Inliner USA)Inliner TechnologyASTM F 1216* From Original Standard Products ListClick to Return to the Table of Content22Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/Rehab/Fold & Form*Fold and Form PipeCullum Pipe Systems, Inc.11/03/98Fold and Form PipeInsituform Technologies, Inc.Insituform "NuPIpe"ASTM F-1504Fold and Form PipeAmerican Pipe & Plastics, Inc.Demo. Purpose Only12/04/00Fold and Form PipeUltralinerUltraliner PVC Alloy PipelinerASTM F-1504, 1871, 186706/09/03Fold and Form PipeMiller Pipeline Corp.EX MethodASTM F-1504, F-1947Up to 18" diameter* From Original Standard Products ListClick to Return to the Table of Content23Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/Open Profile Large Diameter09/26/91 E100-2 PVC Sewer Pipe, RibbedLamson Vylon PipeCarlon Vylon H.C. Closed Profile Pipe,ASTM F 67918" to 48"09/26/91 E100-2 PVC Sewer Pipe, RibbedExtrusion Technologies, Inc.Ultra-Rib Open Profile Sewer PipeASTM F 67918" to 48"E100-2 PVC Sewer Pipe, RibbedUponor ETI Company11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Double WallAdvanced Drainage Systems (ADS) SaniTite HP Double Wall (Corrugated)ASTM F 273624"-30"11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Triple WallAdvanced Drainage Systems (ADS)SaniTite HP Triple Wall PipeASTM F 276430" to 60"05/16/11Steel Reinforced Polyethylene PipeConTech Construction ProductsDurmaxxASTM F 256224" to 72"* From Original Standard Products ListClick to Return to the Table of Content24Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Appurtenances 33-12-10 (07/01/13)01/18/18 33-12-10 Double Strap SaddleRomac202NS Nylon CoatedAWWA C8001"-2" SVC, up to 24" Pipe08/28/02Double Strap SaddleSmith Blair #317 Nylon Coated Double Strap Saddle07/23/12 33-12-10 Double Strap Service SaddleMueller CompanyDR2S Double (SS) Strap DI SaddleAWWA C8001"-2" SVC, up to 24" Pipe10/27/87Curb Stops-Ball Meter ValvesMcDonald6100M,6100MT & 610MT 3/4" and 1"10/27/87Curb Stops-Ball Meter ValvesMcDonald4603B, 4604B, 6100M, 6100TM and 6101M 1½" and 2"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesFord Meter Box Co., Inc.FB600-7NL, FB1600-7-NL, FV23-777-W-NL, L22-77NLAWWA C8002"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesFord Meter Box Co., Inc.FB600-6-NL, FB1600-6-NL, FV23-666-W-NL, L22-66NLAWWA C8001-1/2"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesFord Meter Box Co., Inc.FB600-4-NL, FB1600-4-NL, B11-444-WR-NL, B22444-WR-NL, L28-44NLAWWA C8001"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesMueller Co., Ltd.B-25000N, B-24277N-3, B-20200N-3, H-15000N, , H-1552N, H142276NAWWA C800, ANSF 61, ANSI/NSF 3722"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesMueller Co., Ltd.B-25000N, B-20200N-3, B-24277N-3,H-15000N, H-14276N, H-15525NAWWA C800, ANSF 61, ANSI/NSF 3721-1/2"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesMueller Co., Ltd.B-25000N, B-20200N-3,H-15000N, H-15530NAWWA C800, ANSF 61, ANSI/NSF 3721"01/26/00Coated Tapping Saddle with Double SS StrapsJCM Industries, Inc.#406 Double Band SS Saddle1"-2" Taps on up to 12" 0/5/21/12 33-12-25 Tapping Sleeve (Coated Steel)JCM Industries, Inc.412 Tapping Sleeve ESSAWWA C-223Up to 30" w/12" Out05/10/11Tapping Sleeve (Stainless Steel)Powerseal3490AS (Flange) & 3490MJ4"-8" and 16"02/29/12 33-12-25 Tapping Sleeve (Coated Steel)RomacFTS 240AWWA C-223U p to 42" w/24" Out02/29/12 33-12-25 Tapping Sleeve (Stainless Steel)RomacSST Stainless SteelAWWA C-223Up to 24" w/12" Out02/29/12 33-12-25 Tapping Sleeve (Stainless Steel)RomacSST III Stainless SteelAWWA C-223Up to 30" w/12" Out05/10/11Joint Repair ClampPowerseal3232 Bell Joint Repair Clamp4" to 30"Plastic Meter Box w/Composite LidDFW Plastics Inc.DFW37C-12-1EPAF FTWPlastic Meter Box w/Composite LidDFW Plastics Inc.DFW39C-12-1EPAF FTW08/30/06Plastic Meter Box w/Composite LidDFW Plastics Inc.DFW65C-14-1EPAF FTWClass "A"Concrete Meter BoxBass & HaysCMB37-B12 1118 LID-9Concrete Meter BoxBass & HaysCMB-18-Dual 1416 LID-9Concrete Meter BoxBass & HaysCMB65-B65 1527 LID-9* From Original Standard Products ListClick to Return to the Table of Content25Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Bolts, Nuts, and Gaskets 33-11-05 (01/08/13)* From Original Standard Products ListClick to Return to the Table of Content26Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Combination Air Release 33-31-70 (01/08/13)*E1-11 Combination Air Release ValveGA Industries, Inc.Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A 240 - float, ASTM A 307 - Cover Bolts1" & 2"*E1-11 Combination Air Release ValveMultiplex Manufacturing Co.Crispin Air and Vacuum Valves, Model No. 1/2", 1" & 2"*E1-11 Combination Air Release ValveValve and Primer Corp.APCO #143C, #145C and #147C1", 2" & 3"* From Original Standard Products ListClick to Return to the Table of Content27Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Dry Barrel Fire Hydrants 33-12-40 (01/15/14)10/01/87 E-1-12 Dry Barrel Fire HydrantAmerican-Darling ValveDrawing Nos. 90-18608, 94-18560AWWA C-50203/31/88 E-1-12 Dry Barrel Fire HydrantAmerican Darling ValveShop Drawing No. 94-18791 AWWA C-50209/30/87 E-1-12 Dry Barrel Fire HydrantClow CorporationShop Drawing No. D-19895AWWA C-50201/12/93 E-1-12 Dry Barrel Fire HydrantAmerican AVK CompanyModel 2700AWWA C-50208/24/88 E-1-12 Dry Barrel Fire HydrantClow CorporationDrawings D20435, D20436, B20506AWWA C-502E-1-12 Dry Barrel Fire HydrantITT Kennedy ValveShop Drawing No. D-80783FWAWWA C-50209/24/87 E-1-12 Dry Barrel Fire HydrantM&H Valve CompanyShop Drawing No. 13476AWWA C-50210/14/87 E-1-12 Dry Barrel Fire HydrantMueller CompanyShop Drawings No. 6461 A-423 CenturionAWWA C-50201/15/88E1-12 Dry Barrel Fire HydrantMueller CompanyShop Drawing FH-12A-423 Super Centurion 200AWWA C-50210/09/87 E-1-12 Dry Barrel Fire HydrantU.S. Pipe & FoundryShop Drawing No. 960250AWWA C-50209/16/87 E-1-12 Dry Barrel Fire HydrantWaterous CompanyShop Drawing No. SK740803AWWA C-50208/12/16 33-12-40 Dry Barrel Fire HydrantEJ (East Jordan Iron Works)WaterMaster 5CD250* From Original Standard Products ListClick to Return to the Table of Content28Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Meters02/05/93 E101-5 Detector Check MeterAmes CompanyModel 1000 Detector Check ValveAWWA C5504" - 10"08/05/04Magnetic Drive Vertical TurbineHerseyMagnetic Drive VerticalAWWA C701, Class 13/4" - 6"* From Original Standard Products ListClick to Return to the Table of Content29Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Pipes/PVC (Pressure Water) 33-31-70 (01/08/13)01/18/18 33-11-12 PVC Pressure PipeVinyltech PVC PipeAWWA C900, AWWA C605, ASTM D17844"-12"3/19/2018 33 11 12 PVC Pressure PipePipelife Jet StreamDR14AWWA C9004"-12"3/19/2018 33 11 12 PVC Pressure PipePipelife Jet StreamDR18AWWA C90016"-24"5/25/2018 33 11 12 PVC Pressure PipeDiamond Plastics CorporationDR 14AWWA C9004"-12"5/25/2018 33 11 12 PVC Pressure PipeDiamond Plastics CorporationTrans 21, DR 14, DR 18AWWA C90016"-24"12/6/2018 33 11 12 PVC Pressure PipeJ-M Manifacturing Co., Inc d/b/a JM EagleDR 14"Blue Brute"AWWA C900-16UL 1285ANSI/NSF 61FM 16124"-12"12/6/2018 33 11 12 PVC Pressure PipeJ-M Manifacturing Co., Inc d/b/a JM EagleDR 18"Blue Brute"AWWA C900-16UL 1285ANSI/NSF 61FM 161216"-24"9/6/2019 33 11 12 PVC Pressure PipeUnderground Solutions Inc.DR14 Fusible PVCAWWA C9004" - 8"9/6/2019 33 11 12 PVC Pressure PipeNAPCODR18AWWA C90016" - 24"9/6/2019 33 11 12 PVC Pressure PipeNAPCODR14AWWA C9004"- 12"9/6/2019 33 11 12 PVC Pressure PipeSanderson Pipe Corp.DR14AWWA C9004"- 12"* From Original Standard Products ListClick to Return to the Table of Content30Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Pipes/Valves & Fittings/Ductile Iron Fittings 33-11-11 (01/08/13)07/23/92E1-07 Ductile Iron FittingsStar Pipe Products, Inc.Mechanical Joint FittingsAWWA C153 & C110*E1-07 Ductile Iron FittingsGriffin Pipe Products, Co.Mechanical Joint FittingsAWWA C 110*E1-07 Ductile Iron FittingsMcWane/Tyler Pipe/ Union Utilities DivisionMechanical Joint Fittings, SSB Class 350AWWA C 153, C 110, C 11108/11/98E1-07 Ductile Iron FittingsSigma, Co.Mechanical Joint Fittings, SSB Class 351AWWA C 153, C 110, C 11202/26/14E1-07 MJ FittingsAccucastClass 350 C-153 MJ FittingsAWWA C1534"-12"05/14/98E1-07 Ductile Iron Joint RestraintsFord Meter Box Co./Uni-FlangeUni-Flange Series 1400 AWWA C111/C1534" to 36"05/14/98E1-24 PVC Joint RestraintsFord Meter Box Co./Uni-FlangeUni-Flange Series 1500 Circle-LockAWWA C111/C1534" to 24" 11/09/04E1-07 Ductile Iron Joint RestraintsOne Bolt, Inc.One Bolt Restrained Joint FittingAWWA C111/C116/C1534" to 12"02/29/12 33-11-11 Ductile Iron Pipe Mechanical Joint RestraintEBAA Iron, Inc.Megalug Series 1100 (for DI Pipe)AWWA C111/C116/C1534" to 42"02/29/12 33-11-11 PVC Pipe Mechanical Joint RestraintEBAA Iron, Inc.Megalug Series 2000 (for PVC Pipe)AWWA C111/C116/C1534" to 24"08/05/04E1-07 Mechanical Joint Retainer Glands(PVC)Sigma, Co.Sigma One-Lok SLC4 - SLC10AWWA C111/C1534" to 10"03/06/19 33-11-11 Mechanical Joint Retainer Glands(PVC)Sigma, Co.Sigma One-Lok SLCS4 - SLCS12AWWA C111/C1534" to 12"08/05/04E1-07 Mechanical Joint Retainer Glands(PVC)Sigma, Co.Sigma One-Lok SLCEAWWA C111/C15312" to 24"08/10/98E1-07 MJ Fittings(DIP)Sigma, Co.Sigma One-Lok SLDEAWWA C1534" - 24"10/12/10E1-24 Interior Restrained Joint SystemS & B Techncial ProductsBulldog System ( Diamond Lok 21 & JM Eagle ASTM F-16244" to 12"08/16/06E1-07 Mechanical Joint FittingsSIP Industries(Serampore)Mechanical Joint FittingsAWWA C1534" to 24"11/07/16 33-11-11 Mechanical Joint Retainer GlandsStar Pipe Products, Inc.PVC Stargrip Series 4000ASTM A536 AWWA C11111/07/16 33-11-11 Mechanical Joint Retainer GlandsStar Pipe Products, Inc.DIP Stargrip Series 3000ASTM A536 AWWA C11103/19/18 33-11-11 Mechanical Joint Retainer GlandsSIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Black For DIPASTM A536 AWWA C1113"-48"03/19/18 33-11-11 Mechanical Joint Retainer GlandsSIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Red for C900 DR14 PVC PipeASTM A536 AWWA C1114"-12"03/19/18 33-11-11 Mechanical Joint Retainer GlandsSIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Red for C900 DR18 PVC PipeASTM A536 AWWA C11116"-24"* From Original Standard Products ListClick to Return to the Table of Content31Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Pipes/Valves & Fittings/Resilient Seated Gate Valve* 33-12-20 (05/13/15)Resilient Wedged Gate Valve w/no GearsAmerican Flow ControlSeries 2500 Drawing # 94-2024716"12/13/02Resilient Wedge Gate ValveAmerican Flow ControlSeries 2530 and Series 2536AWWA C51530" and 36"08/31/99Resilient Wedge Gate ValveAmerican Flow ControlSeries 2520 & 2524 (SD 94-20255)AWWA C51520" and 24"05/18/99Resilient Wedge Gate ValveAmerican Flow ControlSeries 2516 (SD 94-20247)AWWA C51516"10/24/00E1-26 Resilient Wedge Gate ValveAmerican Flow ControlSeries 2500 (Ductile Iron)AWWA C5154" to 12"08/05/04Resilient Wedge Gate ValveAmerican Flow Control42" and 48" AFC 2500AWWA C51542" and 48"05/23/91E1-26 Resilient Wedge Gate ValveAmerican AVK CompanyAmerican AVK Resilient Seaded GVAWWA C5094" to 12"01/24/02E1-26 Resilient Wedge Gate ValveAmerican AVK Company20" and smaller*E1-26 Resilient Seated Gate ValveKennedy4" - 12"*E1-26 Resilient Seated Gate ValveM&H4" - 12"*E1-26 Resilient Seated Gate ValveMueller Co.4" - 12"11/08/99Resilient Wedge Gate Valve Mueller Co.Series A2361 (SD 6647)AWWA C51516"01/23/03Resilient Wedge Gate ValveMueller Co.Series A2360 for 18"-24" (SD 6709)AWWA C51524" and smaller05/13/05Resilient Wedge Gate ValveMueller Co.Mueller 30" & 36", C-515AWWA C51530" and 36"01/31/06Resilient Wedge Gate ValveMueller Co.Mueller 42" & 48", C-515AWWA C51542" and 48"01/28/88E1-26 Resilient Wedge Gate ValveClow Valve Co.AWWA C5094" - 12"10/04/94Resilient Wedge Gate ValveClow Valve Co.16" RS GV (SD D-20995)AWWA C51516"11/08/99E1-26 Resilient Wedge Gate ValveClow Valve Co.Clow RW Valve (SD D-21652)AWWA C51524" and smaller11/29/04Resilient Wedge Gate Valve Clow Valve Co.Clow 30" & 36" C-515AWWA C51530" and 36" (Note 3)11/30/12Resilient Wedge Gate ValveClow Valve Co.Clow Valve Model 2638AWWA C51524" to 48" (Note 3)05/08/91E1-26 Resilient Seated Gate ValveStockham Valves & FittingsAWWA C 509, ANSI 420 - stem, ASTM A 276 Type 304 - Bolts & nuts4" - 12"*E1-26 Resilient Seated Gate ValveU.S. Pipe and Foundry Co.Metroseal 250, requirements SPL #743" to 16"10/26/16 33-12-20 Resilient Seated Gate ValveEJ (East Jordan Iron Works)EJ FlowMaster Gate Valve & Boxes08/24/18Matco Gate Valve Matco-Norca225 MRAWWA/ANSI C115/An21.154" to 16"* From Original Standard Products ListClick to Return to the Table of Content32Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Pipes/Valves & Fittings/Rubber Seated Butterfly Valve 33-12-21 (07/10/14)*E1-30 Rubber Seated Butterfly ValveHenry Pratt Co.AWWA C-50424"*E1-30 Rubber Seated Butterfly ValveMueller Co.AWWA C-50424"and smaller1/11/99E1-30 Rubber Seated Butterfly ValveDezurik Valves Co.AWWA C-50424" and larger06/12/03E1-30 Valmatic American Butterfly ValveValmatic Valve and Manufacturing Corp. Valmatic American Butterfly Valve.AWWA C-504Up to 84" diameter04/06/07E1-30 Rubber Seated Butterfly ValveM&H ValveM&H Style 4500 & 1450 AWWA C-50424" to 48"03/19/18 33 12 21 Rubber Seated Butterfly ValveG. A. Industries (Golden Anderson)AWWA C504 Butterfly ValveAWWA C-50430"-54"* From Original Standard Products ListClick to Return to the Table of Content33Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Polyethylene Encasement 33-11-10 (01/08/13)05/12/05E1-13 Polyethylene EncasmentFlexsol PackagingFulton Enterprises AWWA C1058 mil LLD05/12/05E1-13 Polyethylene EncasmentMountain States Plastics (MSP) and AEP Ind.Standard HardwareAWWA C1058 mil LLD05/12/05E1-13 Polyethylene EncasmentAEP IndustriesBullstrong by Cowtown Bolt & GasketAWWA C1058 mil LLD09/06/19 33-11-11 Polyethylene EncasmentNorthtown Products Inc. PE Encasement fro DIPAWWA C1058 mil LLD* From Original Standard Products ListClick to Return to the Table of Content34Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Sampling Station3/12/96Water Sampling StationWater PlusB20 Water Sampling Station* From Original Standard Products ListClick to Return to the Table of Content35Updated: 10/21/2020
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Automatic Flusher10/21/20Automated Flushing SystemMueller HydroguardHG6-A-IN-2-BRN-LPRR(Portable) HG2-A-IN--2-PVC-018-LPLG(Permanent)* From Original Standard Products ListClick to Return to the Table of Content36Updated: 10/21/2020