HomeMy WebLinkAboutContract 57777-PM1CSC No. 57777-PM1
Section 1 –
Contract including water, sewer, paving
and storm drainage
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 1 of 5
CITY OF FORT WORTH Walsh Ranch - Quail Valley Village Residential
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103846
Revised March 20, 2020
SECTION 00 00 10
TABLE OF CONTENTS
DEVELOPER AWARDED PROJECTS
Division 00 - General Conditions Last Revised
00 11 13 Invitation to Bidders 03/20/2020
00 21 13 Instructions to Bidders 03/20/2020
00 41 00 Bid Form 04/02/2014
00 42 43 Proposal Form Unit Price 05/22/2019
00 43 13 Bid Bond 04/02/2014
00 45 11 Bidders Prequalification’s 04/02/2014
00 45 12 Prequalification Statement 09/01/2015
00 45 13 Bidder Prequalification Application 03/09/2020
00 45 26 Contractor Compliance with Workers' Compensation Law 04/02/2014
00 45 40 Minority Business Enterprise Goal 08/21/2018
00 52 43 Agreement 06/16/2016
00 61 25 Certificate of Insurance 07/01/2011
00 62 13 Performance Bond 01/31/2012
00 62 14 Payment Bond 01/31/2012
00 62 19 Maintenance Bond 01/31/2012
00 72 00 General Conditions 11/15/2017
00 73 00 Supplementary Conditions 07/01/2011
00 73 10 Standard City Conditions of the Construction Contract for Developer
Awarded Projects 01/10/2013
Division 01 - General Requirements Last Revised
01 11 00 Summary of Work 12/20/2012
01 25 00 Substitution Procedures 08/30/2013
01 31 19 Preconstruction Meeting 08/30/2013
01 31 20 Project Meetings 07/01/2011
01 32 33 Preconstruction Video 08/30/2013
01 33 00 Submittals 08/30/2013
01 35 13 Special Project Procedures 08/30/2013
01 45 23 Testing and Inspection Services 03/20/2020
01 50 00 Temporary Facilities and Controls 07/01/2011
01 55 26 Street Use Permit and Modifications to Traffic Control 07/01/2011
01 57 13 Storm Water Pollution Prevention Plan 07/01/2011
01 60 00 Product Requirements 03/20/2020
01 66 00 Product Storage and Handling Requirements 04/07/2014
01 70 00 Mobilization and Remobilization 04/07/2014
01 71 23 Construction Staking 04/07/2014
01 74 23 Cleaning 04/07/2014
01 77 19 Closeout Requirements 04/07/2014
01 78 23 Operation and Maintenance Data 04/07/2014
01 78 39 Project Record Documents 04/07/2014
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 2 of 5
CITY OF FORT WORTH Walsh Ranch - Quail Valley Village Residential
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103846
Revised March 20, 2020
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/
Division 02 - Existing Conditions
Date
Modified
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
Division 31 - Earthwork
31 10 00 Site Clearing 12/20/2012
31 23 16 Unclassified Excavation 01/28/2013
31 23 23 Borrow 01/28/2013
31 24 00 Embankments 01/28/2013
31 25 00 Erosion and Sediment Control 12/20/2012
31 36 00 Gabions 12/20/2012
31 37 00 Riprap 12/20/2012
Division 32 - Exterior Improvements
32 01 17 Permanent Asphalt Paving Repair 12/20/2012
32 01 18 Temporary Asphalt Paving Repair 12/20/2012
32 01 29 Concrete Paving Repair 12/20/2012
32 11 23 Flexible Base Courses 12/20/2012
32 11 29 Lime Treated Base Courses 12/20/2012
32 11 33 Cement Treated Base Courses 12/20/2012
32 11 37 Liquid Treated Soil Stabilizer 08/21/2015
32 12 16 Asphalt Paving 12/20/2012
32 12 73 Asphalt Paving Crack Sealants 12/20/2012
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
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 3 of 5
CITY OF FORT WORTH Walsh Ranch - Quail Valley Village Residential
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103846
Revised March 20, 2020
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 12/20/2012
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 11 15 Pre-Stressed Concrete Cylinder Pipe 02/14/2017
33 12 10 Water Services 1-inch to 2-inch 12/20/2012
33 12 11 Large Water Meters 12/20/2012
33 12 20 Resilient Seated Gate Valve 12/20/2012
33 12 21 AWWA Rubber-Seated Butterfly Valves 12/20/2012
33 12 25 Connection to Existing Water Mains 02/06/2013
33 12 30 Combination Air Valve Assemblies for Potable Water Systems 12/20/2012
33 12 40 Fire Hydrants 01/03/2014
33 12 50 Water Sample Stations 12/20/2012
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 4 of 5
CITY OF FORT WORTH Walsh Ranch - Quail Valley Village Residential
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103846
Revised March 20, 2020
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 71 13 Traffic Control 11/22/2013
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 5 of 5
CITY OF FORT WORTH Walsh Ranch - Quail Valley Village Residential
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103846
Revised March 20, 2020
Appendix
GC-4.01 Availability of Lands
GC-4.02 Subsurface and Physical Conditions
GC-4.04 Underground Facilities
GC-4.06 Hazardous Environmental Condition at Site
GC-6.06.D Minority and Women Owned Business Enterprise Compliance
GC-6.07 Wage Rates
GC-6.09 Permits and Utilities
GC-6.24 Nondiscrimination
GR-01 60 00 Product Requirements
END OF SECTION
0o az ns_xu �ighcs
nAP- BID PROPOSAL
Page] af5
SECTION 00 42 43
Developer Awarded Prajects - PROPOSAL FORM
Walsh Ranch - Quail Val�ey: �e Residentlal
UNIT PRICE BID
CPN: 1038d8
Bidder's Application
Projeci Item Information
Bidder's Proposai
Bidtist Ium� -- Speci£cation Unit of Bid ——
No. Description SectionNo. Measure Quantity UnitPrice Bid Value
UNIT i: WATER IMPROVEMENTS
1 J 0241.1118 4"-12" Pressure Plug _„ 02 41 14 EA 4 $1,500 00 $6 000 Oa
_._..�....._. _ .. _ _.. . _ .W_.__. _. . _�. __ _,.�... _ ___ __ � -. -- --. . _ _ ._ ._. .,_ _�_._,_ , .. _
2 3317.Q001 Ductile Iron Water Fittings w/ Restraint____ _ 33 11 11 ^ TdN 4.4 $9,000. 00 .__ _$39 600 00
__ .._.. __ _ _.. __ __.___ _. _ __, _ _ .._.—._ _ . . ... ------ ._ ..
.. __..3_..._ 331i.0251_8" DIP Water __. ....._._.----_.___._._.---- --_. _.. 33 11 10 __._LF __ __._._ 505 ,------$64.Q0 _�$32.320 00,
_ 4 3311.0254 B" DIP Water, CLSM Backfill _ _ 33_11 10� LF _`__302 ^ �__ $74 DO _ $22,_348�00
_.�.__.._ �_.r �__ ___..._ _. _...___.._�_ ___ .
5 33'l1.0261 8" PVC Water Pipe.. _.. __.� ___. .-- - ._.._ _. _33 11 12 �F_. _._ __ 4,196 . .._ __ _$52.00 $218,192.,00
_,. ____ _ _ ,�
6 3311.0451 12" DIP Water . _ .. ... � __ __ _ ...... _ 33 1'{ 70 , _ LF „ _- --56 ----. __$12Q_00 _ . �,$6,720.00
.. ,,. _ _. _. - - -._.._ -----_ __ .__ ._-� ---- - . .. _
7 3311.0457 12" DIP Water, CLSM 8ackfil! 33 11 10 LF _40 _ $135,00 __$5,4d0.Q0_
_.�. _.--- -.. ._ -• -- - -.-- -- -- -_ _. . .._ _.. ._ . _ . , .. „ .._. ^ ___ _.._... _ ��. _ . __..._ ._.__
_ 8 3371.0461 92" PVC Water PipeW_ . _ 33 11 12 _ __ LF _ _.. _. 294 _. ..- -_ $86.Q0 ___m $25.284.,00
__ �.__� __.
___9._ _ ,3305_0109 Trench Safety _�__. ___._._..._.��__ _.._ _� _ 33_05 10 __ _ LF _ __ 5,051 _ ..___. ._ $7.00 _.._.$5�051.00
_ 10 _ 0249 1 Q13 Remove 8" Water Line 02 41 14 LF 55 i $20:00 .__ ,, $1,100.00
_ `---_ _ .._ _._ . ___._._ �..._� _.__._.___r.-•--___..�_ _. _ ._, . ._ . _
11 i 4241.1015 Remove 12" Water Line OZ 41 14 LF 55p i_ _..___ �?5.00 $13,750:00
-- __ .. - --._... , . - -- -----_..._. .._._ _ __ _�_-�---- -----_.__. �_.__.. _ . , . . _.., . .
___ �.�_._.. 9999:0001 Saivage 8" Water Valve ^ .`--_ _____. ._� __ 02 41 14 EA ._ _ __ 1 �' �_�$750.00 --- - _ _$750.00,
13 9999.00Q2 Salvage 12 Water Valve 02 41 14 EA ._ ___ .__W1 i_�_ $1,Q00.00 ._ __$1,d00.00,
-- --- . _. _ . . . ._ . _ _..-------.Y.�...,__�___._.__._ ._ _._.__ ---•- -
14 0241.1510 Salvage Fire Hydrant 02 41 14 __ EA_ __, ___ 1 �i _�_$1,500.00 ,____ __$1,500 00
. _ .- --- -_. _. _
1.5 33'12 3003 8" Gate Valve T� 33 12 20T _ EA 23 $1,600 00 . $36,800 00,
. _ --
16 3312 3005 72" Gate Valve 33 12 20 EA 2 $3,20d 00 ___ $6,400 00
--- -- - _ _... . . .__ . ._ ._. _ ___._ _ __�._��. ,_._. ..�- - �-----. e.
_.__17 . 3312.0001 Fire Hydrant _____. ___.. ___._.._._. .� __.__ ..._33 �2 4U ` EA �. _. �___.8 __,� �4,606,00. _ _ $36L800,00
18 3312 0117 Connecfion to Ex�sting 4"-12" Water,Main __ 33 12 25_ _�EA_ „_ 4 .$1,500,00 �__$6,000�00
19 3312.2003 1 Water Service , 33 12 90 EA 738 51 100_00 $151.800.00I
� TOTAL UNIT I: WATER IMPROVEMENTS $615,815 00
erry oF rroxr wox� Weleh Ranch - Quail Vslley V illage Raidential
S7ANDARD CONSTRUCTION SPECIFICATION DOCUbgN!'S - DEVELOPER AWARDED PAWECTS Ciry Projxl No. 303846
Form Version May i2, 2019
00 42 43_No I igh�s
DAP-BIDPROPOSAL
Pnge 2 of 5
UNIT PRICE BID
SECTl�N 00 42 43
Developer Awarded Projects - PROP�SAL FORM
Walsh Ranch - Quail Valley: �Ilage Residential
CPN: 103846
Bidder's Application
Project Item Information
Bidlist itemi
No.
Descriprion
Specificadon Unit of
Section No. Measure
_ _ __ �
I Bidde�s Proposat
B�d I Unit Price
Quantity
11NIT II: SANITARY SEWER IMPROVEMENTS
� 3331.4115 8" Sewer Pipe 33 17 10 I �
1 33 31 12 LF 1
33 �1 20 ,_�. _�.___,3 816 _
�� 3331.4116 8" Sewer Pipe, CSS Backfill 33 11 10
2 I 33 31 12 LF
� 33 31 20 372
� 333J.1 D01 4' Manhole 33 39 10
3 I _... _ ._ ._ ..... _�._ __ —_._._ .._---- - ....�......_... ___. _._ 33 39,20 _ __. ._ EA _ .—_.. . 32 ---_.
l3339.9003 4 Extra Depth FAanhole S8 39 10
Bid Value
$56.00 ,$213•696�00
$66.00I $24,552.0�
_. � . _ — — - ._. _33 39 20 .. . � � _. _ 8�, 7, _ __ $215 ,00� __ $17,350.,,50.�
_ _ 5 , 3339.0001. Epoxy Manhole_Liner___ _ _ _ _ 33 39 60 , VF _ 139 _� ��425,00� _, �59aU75 y00
6_ _ _ 3331 3101,, 4'�Sewer Service __ _ ., _,,�__ _ _ _ R_ 39 31 50 _,_ ,EA _ � 138, _$850.�0� _ __$117,300.00
__7_ �33U5.01D9TrenchSafet 330510 LF 4,180��,,,. $100�___�4,190.00
i Y_. .. �. _ _ - - _�. .w.,. �.� _ .._
S 13301.a002 Post-CCN InspecEion 33 09 31 ^�_ LF _� _ 4�190 �_!$3 50, �$14,665.00
9 I3301.0707 Manhole Vacuum 7esting � _�._ . 33 09 30 I_ EA 33� _$150�00 _�4,850,00
I -- • --
�p I9ggg.0011 4' Drop Manhole On Existing Main � 00 00 00 __EA _ 1 $9�500.00 $9,500.00
I 11 � 9999.ODU3 8" Drop Connection to Existing Manhole UO 00 00 EA � 1 $6.500.00 .. $6 500�00'
� TOTAL UNIT II: SANI7ARY SEWER IMPRQVEMENTS _ $612,578.50�
CTCY OF FORT WORTH Walsh Rench - Quail Vellry Village Ruidmtial
STANDARD CON5IRUCT[ON SPE(�fCATION DOCUMENTS -DEVELOPER AWARDED PROIECi'S City P%l� No. 103646
Fortn Version Mey 22, 2019
0042 43 No lighh
DAP - Bm PAOPOSAL
Pege 3 of 5
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FQRM
Walsh Ranch -Quail Valley: Village Residentla!
UNfT PRICE B1D
CPN: iQ3846
Bidder's Application
� Project [tem Information I Bidde�s Proposal
�Bidtist Itemi - — — --- - — Specification Unit of I Bid - —
i No I Description � 3ectianNo. Measure � Quantity UnitPrice i BidVa[ue
1
' UNIT lII: DRAINAGE IMPROVEMENTS
- -==T -- - — •
1 ' 3341.0201 21" RCP,_ Class lll __ _�� _ _ _ _ 33 41 10 _ ^ LF� � � _ 483 .M_.__,___ �65AD.' __$31 L395:00
_. _____._ � _ _
2 3341.0205 24' RCP, Class ilf 3349 1� LF 145 ._ ., $7500 _ $10,875_00
__ __ ..__ . __�.__ .__. ___�- --------- ._._ ____ _. _.._._ __ �... _ _._.. ____ _. ,_,�. ___ _.._ ___..
3` 3341.0208 27" RCP, Class III _ M _ __ __ _ 33 41 10 LF __ ____6D3 ^___ „$85.00 _Y$51A255_0�
�_ 4__ 3341`0302 30" RCP, Class III ��, ,__ 33 41 10 , LF ___616 _,_�90 a0 __$55,440_00
5 3341.0309 36" RCP, Class III _ � _� _.� _._ . _ .. _ 33 41 10 _ LF _ ^ ___774 __, _, $125.00 _ $96 250: _0_0
_ . _,. _ �._
_�_.....r. ._._ .r.---- _ _�
__6 _ 3349.0001 4' Storm Junction Box 33 49 i0 EA 8 $6,500.00, $52,,000:00,
__ .� __._ _ —.--�_. _._ ..��--• _ ___.__.r,.,._.. .._.._ _. _,..�� _ ,__ . _ _.�_--. .__ ____. , _ _
7 3349.1d07 3fi" Flared Headwall, 7 pipe � ____ 334940 ^ _ EA �__ _2 ___$5,OOa 00 �,$104000,00,
. �...._____..� .
__.. 8. _. 3349.50Q1 _10 Curh Inlet,. �. _._., _._ _.._____ .__�..� _.., 33.49 20_ryl._�`__._ . —_. 17 $4,000 DO.,� $68.,000_OQ�
9 3349 7001 4 Dro inlet 33 49 20 �__EA ___ . 2 $6,000 00 $121Q00_QO
_.._ � _ , _ _� � �. ._ __ _.
� 1d 3137 0904 Medrum Stone Riprap .dry_ _____ 31 37 QO SY 333 $1�5 OUI �$13:965 00
.�..- - -- - . ---- - - ., � __ _ � _ �.. .
11 3305 0109 Trench Safety 33 05 10 _. LF_T_ 2 677 $1 00 $2,617 �0
.._,._ _.. .___ .�-- - ..�.... ,__ _�___ ...._ . ,_.... __...._.. __-- ---....._--. .._.� —
12 9999.0007 Factory Strom Wye Connection�_ _ T00 00 OQ EA 11 ._,.,._$500 00�,_ _,_$5,500 00
....--- - - - -_ _ ______. __ 1 _� _ . ___. _ _ __ ___.
13 3309.OD02 Post-CCN inspection 33 01 31 LF 2.617 $3.501 $9 159.50
� TOTAL UNIT III: DRAINAGE IfJIPROVEMENTSI _ $418,456.50
CITY OF FORT WORTH Walsh Ranch - Quail Yalley Village Residential
STANDARD CONSTRUCAON SPECffICATION DOCUMENTS - DEVELOPER AWhRDED PROIECTS Ciry Project No. 103846
Form Version May 22, 2019
004243_No lighls
DpP- BID PROi'OSAL
Page 4 of 5
UNIT PRICE B1D
Bidlist Item
No.
SECTION 00 42 43
Developer Awarded Projects - PRoP�SAL FORM
Walah Ranch -Quail Valley: Vlllay,e Resldential
CPN: 103846
Bidder's Application
Project Item Infonmatian
Description
+ Specification Unit of Bid
� 5ection No. Measure � Quantiry I
Bidde�s Propasal
— � — — — — — � Unit Price Bid Value —
2 �3211.0501 6" Lme Tr atmeni UNIT IV: PAViNG IM32 OV 9MENTSSY `_� 4368 $3.50 �$950,002.5Q
. ,� .
.._._ __ .�. . • _ I
_ _... _ . _ . � $85,,288 00
.._-. --_._ _.� ._.__ . _ _ _.____ _ , _ _ ___ .�._ .r .._ _�. ____ ___ ___ . _ . ,
3 �3211.04D0 Hydrated_Lime (6" Pave (d3 36 Ibs/sy)�____ 32 11 29 TN 439 $210,_00 $92,19000
.__..__... _ .�.. .. - --- -• _._-• — _.... _ _ ._., _.__. . . _,_ _ _.._ _
4 3213.03U2 5" Conc Sidewalk 32 13 20 SF 10 708 .._ _�$4 75„_ __$60,863.00
___ . .�.. � _ ._ � .._ r. _ �___ ..� i _ _ _._ �.._ ��._ ___
5 � 3213.0501 Barrier Free Ramp, Type R-1 32 13 20 EA 11 $9 �900 OD $20,900 00
--_ _ ,,,�_ . ..__ ....__. _.__ __ � _ ._._ — ___ — _ ._.�_.,_ _
6 3213.0506 Barrier Free Ramp, Type P-1 _^ ____ T__ 32 13 20 _ EA 11 $1 900 QO __„_ $2Q,900 00
u 7 J 9999.0008 Furnish/lnstall Walsh Ranch Sty1e Sign Post 00 00 QO �� +
&,Foyndation w/Regulato„ry, Sign �_ _ . ,� _ __�_ __ _ . _ __� _ _ _ _ _ _ 5 _ $1�300.00 , _ _ __$6,500�00
9999.0009 Furnish/lnstall Walsh Ranch Style Sign Post 00 00 OD
8 i � & Foundatian w/Regulatory Sign & Name Blades � _ I EA _ _ _�4.i� _ $1,700:00 _ _�23,800.�
, 9... 347�.OQ01 Traffic Control. �— —�- 4- -- 34 71 13 �_ LS �.__ . 1�._ __$2,50Q.00.;_. �$2„ 500r00.
� 10 � 0241.1000 Remove Conc Pvmt �02 41 15 �� SY _ 3,870 � __ $13;SQ,� � 552.,245.00
I 11� � 0241.0700 Remove5idewalk �-�_.��--- ---- �U241 15 , � SF� �_ 6,907�. _ $2�00,� _� $11.,814.00
. _ . _, _ . . ._ _ _ _._,
12 0241.1300 Remove Conc Cuit�&Gutter 02 41 15 �i_�LF _ 1,568i. ._.$20.00,�_ ._$31,360.00
13 9999.0010 "No Parking" Striping _ ____ 33 17 23 � LF 1,370 __$4 OOi _�,$5,480.00
� 14T f 3217.0001 4" SLD P�mt Marking HAS (V11} __ �� 32 17 23 � LF 2fi8 _$3 04,____ _$8Q4.Q0�
15 � � 2605.3031 4" CONDT PVC SCH 40 {T) � r 26 05 33 LF � 395 � $32.00 $12,640.00�
$1,367
CITY OF FORT WORTH Walsh Ranch - Qunii Valley Village ResidenGel
STAN�ARD CONSIRUCTION SPECIFICA7'lON DQCLIMF.'N75 - DEVELOPER A WARDED PRQJECI'S Ciry Prajecl No. ! 03646
Fomt Version May 22, 2019
004243 Nolighb
DAP-BIDFROPOSAL
Pagt 5 of 5
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
Walsh Ranch • Quail Valley: Vf��pe Resldentlal CPN: 103846
UNIT PRlCE BID Bidder's Application
Project Item Information Bidders Proposal
Bidlist Item Specification Unit of Bid
No. �ription S�tion No. Measu�e Quanbty Unit Price Bid VaIue
Bid Summary
UNIT I: WATER IMPROVEMENTS
UNIT II: SANITARY SEWER IMPROVEMENT
UNI7 III: DRAINAGE IMPROVEMENTS
UNIT IV: PAVING IMPROVEMENTS _
Total Conatruction
This Bid is submitted by the entity named below:
SIDDER:
CONATSER CONSTRUCTION TX, L.P.
53Z7 WICHII'A $T.
FORT WORTH. TX 76119
$ 616,815.00
$ 812,578.50
$ 418.456.50
1.367.286.50
SY: BROCKHUGGINS
pp�� •
w� �
7TI'LS: Preident
DATE:
Contractor agree.s to wmplete WORK for FINAL ACCEPTANCE within
CONTRACT cammences to run as provided in the Geoer9l Conditions.
12Q working days after ihe date wAen the
E1VD OF SECTION
CfI'Y OF FORT WORTFI Walah Rench - Qvail Valley Village Reaidmdal
8'fANDARDCONSTRUCTIONSPECII7CATIONDOCUMENfS-DEVEtAPFRAWARDIDPROIECTS CityProjeciNo. ]03846
Form Vamian May t2, 2619
00 45 12
DAP PREQUALIFICATION STATEMENT
Page 1 of 1
SECTION 00 45 12
DAP — PREQUALIFICATION STATEMENT
Each Bidder is required to complete the information below by identifying the prequalified contractors
and/or subcontractors whom they intend to utilize for the major work type(s) listed. In the "Major Work
Tyve" box provide the complete major work t�pe and actual description as �rovided �� the Water
Department for water and sewer and TPW forpavin�
Major Work Type Contractor/Subcontractor Company Name Prequalification
Ex iration Date
Water Distribution, 10/31/2022
Development, 12-inch diameter Conatser Construction TX, L.P.
or smaller
Sewer Collection System, 10/31/2022
Development, 12-inches and Conatser Construction TX, L.P.
smaller
Manhole/Structure Interior 10/31/2022
Lining - Warren or Chesterton Conatser Construction TX, L.P.
Coatin =
Storm Drain Im rovements Conatser Construction TX, L.P 10/31/2022
Concrete Pavin� Im rovements Conatser Construction TX, L.P O1/03/2023
The undersigned hereby certifies that the contractors and/or subcontractors described in the table above
are currently prequalified for the work Types listed.
BIDDER:
Conatser Construction TX L.P.
5327 Wichita St.
Fort Worth, TX 76119
BY: Brock Huggi
(Si� ture)
TITLE: President
DATE:
CITY OF FORT WORTH
00 45 12_Prequalification Statement 2015_DAP.docx
END OF SECTION
Walsh Ranch - Quail Valley Village Residential
00 45 12
DAP PREQUALIFICATION STATEMENT
Page 1 of 1
CITY OF FORT WORTH
STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT – DEVELOPER AWARDED PROJECTS Walsh Ranch - Quail Valley - Village Residential
Form Version September 1, 2015
SECTION 00 45 12
DAP – PREQUALIFICATION STATEMENT
Each Bidder is required to complete the information below by identifying the prequalified contractors
and/or subcontractors whom they intend to utilize for the major work type(s) listed. In the “Major Work
Type” box provide the complete major work type and actual description as provided by the Water
Department for water and sewer and TPW for paving.
Major Work Type Contractor/Subcontractor
Company Name
Prequalification
Expiration Date
Epoxy Line New 4’ Diameter Manholes Ace Pipe Cleaning, Inc. 2/28/2023
The undersigned hereby certifies that the contractors and/or subcontractors described in the table above
are currently prequalified for the work types listed.
BIDDER:
Conatser Construction TX, L.P. BY: Brock Huggins
5327 Wichita St.
Ft. Worth, TX 76119 _________________________________________
(Signature)
TITLE: President
DATE: 6/7/2022
END OF SECTION
00 45 26 - 1
CONTRACTOR COMPLtANCE WITH WORKER'S COMPENSATION LAW
Page I of 1
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SECTION 00 45 26
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it provides
worker's compensation insurance coverage for all of its employees employed on City Project No.
103846 Contractor further certifies that, pursuant to Texas Labor Code, Section 406.096(b), as
amended, it will provide to Ciiy its subcontractor's certificates of compliance with worker's
compensation coverage. ,
CONTRACTOR:
Conatser Construction TX. L.P. By: Brock Hu�„�ins
Company (Ple se Print)
5327 Wichita St. Signature:
Address
Fort Worth. TX 76119 Title: President
City/State/Zip (Please Print)
THE STATE OF TEXAS
COUNTY OF TARRANT
§
§
BE RE ME, the undersigned authority, on this day personally appeared
1 i'1 , known to me to be the person whose name is
subscribed to the foreg ii instrument, and acknowledged to me that he/she executed the same as
the act and deed of ` for the purposes and consideration
therein expressed and in the capacity therein stated.
G VEN iJNDER MY HAND AND SEAL OF OFFICE this r� day of
�c�.�. , 20s22a
•� w
' � `/
Notary Public in and for th te of Texas
�*aY_ooB KAMRAHOERIG i
i�� �� Notary Public, State of Texas I^
s�� Py Comm. Expires OS/l5/2023 � END OF SECTION
.9TF �F S�+ Notaty ID 13213162-R
CI1'1 OF FORT WORTH Walsh Ranch—Quail Valley— Village Residential
STANDARD CONSTRUCT'ION SPECIFICATION DOCUMENTS City Project No. 103846
Revised Apri12, 2014
6/3/2022
DocuSign Envelope ID: C98B2E2F-8045-41AD-9844-BEB602AF8360
005243-2
Developer Awarded Project Agreement
Page 2 of 4
36 Article 4. CONTRACT PRICE
37 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract
38 Documents an amount in current funds of Three Million Fifteen Thousand One Hundred and Thirty
39 Six Dollars and Fiftv Cents ($3, 015.136.50).
40 Article 5. CONTRACT DOCUMENT5
41 5.1 CONTENTS:
42 A. The Contract Documents which comprise the entire agreement between Developer and
43 Contractor concerning the Work consist of the following:
44 1. This Agreement.
45
46
47
48
49
50
51
52
53
54
55
56
2. Attachments to this Agreement:
a. Bid Form (As provided by Developer)
1) Proposal Form (DAP Version)
2) Prequalification Statement
3) State and Federal documents (project specific)
b. Insurance ACORD Form(s)
c. Payment Bond (DAP Version)
d. Performance Bond (DAP Version)
e. Maintenance Bond (DAP Version)
f. Power of Attorney for the Bonds
g. Worker's Compensation Affidavit
h. MBE and/or SBE Commitment Form (If required)
57 3. Standard City General Conditions of the Construction Contract for Developer
58 Awarded Projects.
59 4. Supplementary Conditions.
60
61
62
63
64
65
66
67
68
69
70
71
72
73
5. Specifications specifically made a part of the Contract Documents by attachment or, if
not attached, as incorporated by reference and described in the Table of Contents of
the Project's Contract Documents.
6. Drawings.
7. Addenda.
8. Documentation submitted by Contractor prior to Notice of Award.
9. The following which may be delivered or issued after the Effective Date of the
Agreement and, if issued, become an incorporated part of the Contract Documents:
a. Notice to Proceed.
b. Field Orders.
c. Change Orders.
d. Letter of Fina1 Acceptance.
CI1"Y OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —
DEVELOPER AWARDED PROJECTS
Revised June 16, 2016
Walsh Ranch — Quail Valley — Village Residential
City Project No. 103846
DocuSign Envelope ID: C98B2E2F-8045-41AD-9844-BEB602AF836D
005243-3
Developer Awarded Project Agreement
Page 3 of 4
74 Article 6. INDEMNIFICATION
75 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own
76 ezpense, the city, its officers, servants and employees, from and against any and all claims
77 arising out of, or alleged to arise out of, the work and services to be performed by the
78 contractor, its officers, agents, employees, subcontractors, licenses or invitees under this
79 contract. This indemnification prov_ision is svecificall►� intended to onerate and be
80 effective even if it is alleged or nroven that all or some of the damases bein� sou�ht were
81 caused, in whole or in nart, bv� an�• act, omission or negligence of the cih�. This indemnity
82 provision is intended to include, without limitation, indemnity for costs, ezpenses and
83 legal fees incurred by the city in defending against such claims and causes of actions.
84
85
86
87
88
89
90
91
92
6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own egpense, 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 of�cers, agents, employees,
subcontractors, licensees or invitees under this contract. This indemnification rovision
is snecificall�- intended to or�erate and be effective even if it is alle�ed or �proven that all or
some of the damages being souQht were caused, in whole or in nart, b�' anS• act, omission
or negligence of the cit�.
93
94 Article 7. MISCELLANEOUS
95 7.1 Terms.
96 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of the
97 Construction Contract for Developer Awarded Projects.
98 7.2 Assignment of Contract.
99 This Agreement, including all of the Contract Documents may not be assigned by the
100 Contractor without the advanced express written consent of the Developer.
101 7.3
102
103
104
Successors and Assigns.
Developer and Contractor each binds itself, its partners, successors, assigns and legal
representatives to the other party hereto, in respect to all covenants, ageements and
obligations contained in the Contract Documents.
105 7.4 Severability.
106 Any provision or part of the Contract Documents held to be unconstitutional, void or
107 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all remaining
108 provisions shall continue to be valid and binding upon DEVELOPER and CONTRACTOR.
109 7.5 Governing Law and Venue.
110 This Agreement, including all of the Contract Documents is performable in the State of Texas.
111 Venue shall be Tarrant County, Texas, or the United States District Court for the Northern
112 District of Texas, Fort Worth Division.
CITY OF FORT WORTH Walsh Ranch — Quail Valley — Village Residentia]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — City Project No. 103846
DEVELOPER AWARDED PROJECTS
Revised June 16, 2016
6/3/2022
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POWER OF ATTORNEY
SERKLEY I1VS[JRANCE COMEANY
WILMINGTON, DELAWARE
I�Io. BI-7280k
NOTICE: The warning.found eisewhere in this Power of Attomey afFects the validity thereof. Please reuiew car.efuIly.
KNOW ALL MEN BY THESE PRESENTS., that BERKLEY INSURANCE COMPANY (tIie "Compan}�'), a corporation duly
or�;anized and.existing under the laws ofthe Stafe of.Delaware,. having its.principal office in Greenwich, CT, has:made; constituted
and appointed, and does by these presents make, constitute and appoint: Rieardo J. Reyna; Don E Coruell; .Sopliinie Hu�eter,•
Robbi Morales; ICelly A. W.estbrook;. Tin�e MeE�vaiz; Josleua Snurzders; To�zie Petrarrek; or Mikdeld Peppers of Aort Risk
Services Snutlavest, Inc: of Dallas, TX its true and lavvful Attomey-in-Fact, to sign its name as surery only as delineated below
and to execute, seal, aclrnowledge and deliver any and .all bonds and undertakmgs, with the exception of Financial Guaranty
Insurance, praviding that no single ob.ligation shall exceed Fifty Million and 00/1.00 iT.S. Dol}ars (U.S.�SO,OOO,OOQ.00),. to the
same .extent as if such bonds had been duly executed and .aclrnowledged by' fhe regularly elected officers .of the Company at its
principal office in their ownproper persons.
Ttus Power of Attomey shall be consirued and enforced in accordance with, :and govemed by, the laws of the State of Delaware,
withi�ut giying effect to the principles of conflicts .of laws tbereof. Tlus Power of Attorney is gfanted pursuant to the following
resoiutions which were duly and validly adopted at a meeting of the Board of Direcfors of the Company held on January 25, 2010:
RESOLVED, that, with respect to the Surety business written by Berkley Surety, the Chairman of the Board, Gh"ref
Executive Officer, President or any Vzee Pr.esident af the Company, in conjuncteon with tha Secretary or any Assistant
5ecretary are hereby authorized to execute powers of attorney authorizing and qualifying the attorney-in-faet named therein
to execute bonds, undertakings, �ecognizances, or other suretyship obiigations on behalf of ihe Company, and to affix the
corporate seal of the Company to poweis of attomey executed pursuant hereto; and said offcers may remove any such
attorr►ey-in-fact and revolee any power of atEorney previqusly gran#ed; and further
RESOLVED, that such power of attomey limits the acts of those named therein to the bands, undertakings, recognizances,
or other suretystiip obligations specificaily named therein, and they have no authority to bmd the Company except in the
manner and to the extent therein stated; and furthet
RESOLVED, fhat such power of attorney revokes all prev;ous powers issded on behalf of the attorney-in-fact named; and
furCher
RESOLVED, that the signature of any aufhorized officer and the seal of the Company may 6e affixed by facsimile fo any
power of attorney or cerEification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or
other suretyship obligafion .of the Company; and such signatttre and seal when so used shall have the same force and effect as
though rnan�ally affixed. T�ie Company may continue to use foi the purposes herein stated the facsimile signature of any
person or persons who shall have been such �fficer or officers of the Campany, notwithstanding the fact that they may have
ceased to be such at tiie time when such instruments shall be issued.
1N V�fT�iiSS G�'I�12EOF, the Compa�y h�s causecl these presents to; be .si�ed and attesied by its appzagciafe oCFeer� -and i[s
c.or�orat2. seal �ereuu� a,�ii;ed this ��`day of , a0�.
tlttesL• Bcrkl Intur2zice ('.,.nmpany
(5eaf) �j' $y (r. �, �+
'. edei�'nan � ^ er _
ExecuEive Yice Presidenf &$ecreEary �� ice: . sideait
W�LZIYING: THTS_X'O'PVBR�I��;ID �iT N(?T Pi23�xED 4N �3�CFLT "B�1tK�E7C" S�CUR1'TY PAP�R.
ST`ATE O�' C07�I1�IEC'['ICF�T )
) ss:
co�u�u�t o� i��rn�zn �
Sw�rn tn be!'ore me, a Notai}� 1'ublic in the State �af Connectic�, this ,� dzy of �''�r ._��3�., by Ira S. Leclerman
and Jeffrcy h4. �iafrer wha �re s�korn tn me to:be i3�e B�.cat�vc flice Presiden: Secretazy,, and `Scnior ��irz .Presideni�
res cec't�el_ �, ofRerkle rnsttrarse.e'Cn an F�AR�aC-PUNf7R� •
p 3 Y �P Y- NoraRv ai�r�c�.c �
ca►�,Ecr��ur ; _
MYGOAtr.StSSQN EX�IRES otat;+Peib.l�c Staie of Connecticut
nt�[�u� ao� sazl i . .
c�R�rFxeAT�:
�, thc_ unda�si�c.� AssistanrS�ecretary afBEliYCY:�Y INSUii.,�'t]�[CE �QNIT,'ANY, I?�:NEREB� CER7'LEY that tfie fore�oin� is a
t-ue, correcr and co�plete copy of ti�e .or�gm�[:Pau� er of �Attorne}; that said Power of kitornc} has �not been re�obed ar rescinded
and tha"t t:he a�fharitty of the `AMorne�! �n ! act .sct foct�i fherein, w:h.e executed E13e bond or � rtalan� to whicb this J�o��'ar tr.f.
�ttotmcy is afFached;-i3::in fu�t foi�ce:and e;fEe�t as of �his date.
(iTve�l tli](3Er.xi7y }]aLlt�.aitCl SCBI'Of'f}tC COlF[PBit�; iI1i5 c�ay af
(Seal)
Vincent P. Torte
1MPORTANT NflTIGE
To obt��n ir��ormation or make a complaint:
Yo� may call Berkte� S�rety Graup, LLG and i#s affiliat�� by
t�fep�c�ne for informatien or to m�ke a compiaint:
BERKLEY SURETY GRQUp, L�+C
piease send all notices of ciaim on this bond tv:
Berkley Sur�ty Grt�up, LLC
�86C j T 68-3534
4'i2 Maunt Kemble Avent�e� Suite 31f3N
Morr�stowr�, NJ t�7�fi0
Attn: Surety Glaims t�ep�rtment
Ya�u rnay cantact the Texas Depa�#ment of lnsurance io obtain
information o� cc�mpanies, coverages, rights or complain#s at:
1-8�0-25Z-3439
You may write the T�xas Department of insurance:
P, O. Box 149'104
Aus#in, TX 787'l4-9�10�4
�ax: (5�2j 4iS-'1771
'Vl�eb. l��tp :Il�vw�v.tdi.stafie.tx. �s
E-m�it, Cor�sumerPrc�t�c°tira� � tdi.stat�.tx.us
PREM{UI�1 flR �#r�IM �ISPUTES:
Shautd you �av� a dispute concerrting yoUr premium or a%Qut a c{aim
yau shrauld contact your �gent or gerkley Sur�ty Graup, LL.0 �first. if
the dis�rute i� not resoived, yau may can#act the Texa� D�part�ner�t of
tnsurance.
ATTACN THtS NQT!!CE Tfl Yt3UR B�ND;
Thi� natice is for informatian onty and does not bec�me � par# c�r
c�sndi�ion vf tne attached document and is given ta comply with Texas
tegat and regutatory r�qu�rernenis.
� �
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3rd June 22
3rd
June 22
3rd June 22
3rd
June 22
3rd June 22
0062 19-2
MAM'P�NANCf TiOT�(7
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7
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19
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NOVV THEREFORE, the condition of this ohligation is such that if Principal shall
remedy any defective Work, for which timely notice was provided by Developer or City, to a
completion satisfactoiy to the City, then this obligation shall become null and roid; otherwise to
remain in full force and effect.
PROV[DED, HOWEVER, if Principal shall fail so to repair or reconstruct any tiiz�ely
noticed defective Work, it is a��reed that the Developer or City may cause any and al I such
defective Work to be repaired and/or reconstructed with all associated costs thereof being borne
by the Principal and the Surety imder this Maintenance Bond; and
PROVIDED FUItTHER, that if any legal action be filed on this Bond. venue shall lie in
Tarrant County. Texas or the United States District Court for the Northern District of Texas, Fort
Worth Division; and
PROVIDED FURTHER, tliat tl�is obligation sl�all be continuous in nature and
successi��e reco��ecies may be had hereon for successive breaches.
C('I'Y UF FOR'f WOR'flf Walsh Rancli-Quail VatlryVilinge Rc�cidcn�ial
5"fANnAKn Cf'fY CONhCI�(ON� — D�VF.I.OPfIt AWARD�D (�fdC)JEC'I'S Ciry Projcrt No. 103846
Ite��ised Januan- 31. 2012
3rd
June 22
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
STANDARD CITY CONDITIONS
OF THE CONSTRUCTION CONTRACT
FOR DEVELOPER AWARDED PROJECTS
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
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 31, 2012
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
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 31, 2012
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
14.02 Computation of Times ................................................................................................................ 34
14.03 Cumulative Remedies ................................................................................................................. 34
14.04 Survival of Obligations ............................................................................................................... 35
14.05 Headings ...................................................................................................................................... 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
00 73 10- 1
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 1 of 35
ARTICLE 1 – DEFINITIONS AND TERMINOLOGY
1.01 Defined Terms
A. Wherever used in these General Conditions or in other Contract Documents, the terms listed
below have the meanings indicated which are applicable to both the singular and plural thereof,
and words denoting gender shall include the masculine, feminine and neuter. Said terms are
generally capitalized or written in italics, but not always. When used in a context consistent with
the definition of a listed-defined term, the term shall have a meaning as defined below whether
capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial
capital letters in the Contract Documents include references to identified articles and paragraphs,
and the titles of other documents or forms.
1. Agreement - The written instrument which is evidence of the agreement between Developer
and Contractor covering the Work
2. Asbestos—Any material that contains more than one percent asbestos and is friable or is
releasing asbestos fibers into the air above current action levels established by the United
States Occupational Safety and Health Administration.
3. Business Day – A business day is defined as a day that the City conducts normal business,
generally Monday through Friday, except for federal or state holidays observed by the City.
4. Buzzsaw – City’s on-line, electronic document management and collaboration system.
5. Calendar Day – A day consisting of 24 hours measured from midnight to the next midnight.
6. City— The City of Fort Worth, Texas, a Texas home-rule municipal corporation, acting by,
its governing body through its City Manager, his designee, or agents authorized pursuant to
its duly authorized charter on his behalf.
7. Community Facilities Agreement (CFA) -–A Contract between the Developer and the City
for the Construction of one or more following public facilities within the City public right-of-
way or easement: Water, Sanitary Sewer, Street, Storm Drain, Street Light, and Street Signs.
A CFA may include private facilities within the right-of-way dedicated as private right-of-
way or easement on a recorded plat.
8. Contract—The entire and integrated written document incorporating the Contract
Documents between the Developer, Contractor, and/or City concerning the Work. The
Contract supersedes prior negotiations, representations, or agreements, whether written or
oral.
9. Contract Documents—Those items that make up the contract and which must include the
Agreement, and it’s attachments such as standard construction specifications, standard City
Conditions, other general conditions of the Developer, including:
a. An Agreement
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
00 73 10- 2
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 2 of 35
b. Attachments to the Agreement
i. Bid Form
ii. Vendor Compliance with State Law Non-Resident Bidder
iii. Prequalification Statement
c. Current Prevailing Wage Rates Table (if required by City)
d. Insurance Accord Form
e. Payment Bond
f. Performance Bond
g. Maintenance Bond
h. Power of Attorney for Bonds
i. Workers Compensation Affidavit
j. MWBE Commitment Form( If required by City)
k. General Conditions
l. Supplementary Conditions
m. The Standard City Conditions
n. Specifications specifically made part of the Contract Documents by attachment, if
not attached, as incorporated by reference and described in the Table of Contents of
the Project’s Contract Documents
o. Drawings
p. Documentation submitted by contractor prior to Notice of Award.
q. The following which may be delivered or issued after the effective date if the
Agreement and, if issued become an incorporated part of the Contract Documents
i. Notice to Proceed
ii. Field Orders
iii. Change Orders
iv. Letters of Final Acceptance
r. Approved Submittals, other Contractor submittals, and the reports and drawings of
subsurface and physical conditions are not Contract Documents.
10. Contractor—The individual or entity with whom Developer has entered into the Agreement.
11. Day or day – A day, unless otherwise defined, shall mean a Calendar Day.
12. Developer – An individual or entity that desires to make certain improvements within the
City of Fort Worth
13. Drawings—That part of the Contract Documents prepared or approved by Engineer which
graphically shows the scope, extent, and character of the Work to be performed by
Contractor. Submittals are not Drawings as so defined.
14. Engineer—The licensed professional engineer or engineering firm registered in the State of
Texas performing professional services for the Developer.
15. Final Acceptance – The written notice given by the City to the Developer and/or Contractor
that the Work specified in the Contract Documents has been completed to the satisfaction of
the City.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
00 73 10- 3
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 3 of 35
16. Final Inspection – Inspection carried out by the City to verify that the Contractor has
completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in
conformance with the Contract Documents.
17. General Requirements—A part of the Contract Documents between the Developer and a
Contractor.
18. Laws and Regulations—Any and all applicable laws, rules, regulations, ordinances, codes,
and orders of any and all governmental bodies, agencies, authorities, and courts having
jurisdiction.
19. Liens—Charges, security interests, or encumbrances upon Project funds, real property, or
personal property.
20. Milestone—A principal event specified in the Contract Documents relating to an
intermediate Contract Time prior to Final Acceptance of the Work.
21. Non-Participating Change Order—A document, which is prepared for and reviewed by the
City, which is signed by Contractor, and Developer, and authorizes an addition, deletion, or
revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on
or after the Effective Date of the Agreement.
22. Participating Change Order—A document, which is prepared for and approved by the City,
which is signed by Contractor, Developer, and City and authorizes an addition, deletion, or
revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on
or after the Effective Date of the Agreement.
23. Plans – See definition of Drawings.
24. Project Schedule—A schedule, prepared and maintained by Contractor, in accordance with
the General Requirements, describing the sequence and duration of the activities comprising
the Contractor’s plan to accomplish the Work within the Contract Time.
25. Project—The Work to be performed under the Contract Documents.
26. Project Representative—The authorized representative of the City who will be assigned to
the Site.
27. Public Meeting – An announced meeting conducted by the Developer to facilitate public
participation and to assist the public in gaining an informed view of the Project.
28. Regular Working Hours – Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday
thru Friday (excluding legal holidays).
29. Samples—Physical examples of materials, equipment, or workmanship that are
representative of some portion of the Work and which establish the standards by which such
portion of the Work will be judged.
00 73 10- 4
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 4 of 35
30. Schedule of Submittals—A schedule, prepared and maintained by Contractor, of required
submittals and the time requirements to support scheduled performance of related
construction activities.
31. Site—Lands or areas indicated in the Contract Documents as being furnished by City or
Developer upon which the Work is to be performed, including rights-of-way, permits, and
easements for access thereto, and such other lands furnished by City or Developer which are
designated for the use of Contractor.
32. Specifications—That part of the Contract Documents consisting of written requirements for
materials, equipment, systems, standards and workmanship as applied to the Work, and
certain administrative requirements and procedural matters applicable thereto.
Specifications may be specifically made a part of the Contract Documents by attachment or,
if not attached, may be incorporated by reference as indicated in the Table of Contents
(Division 00 00 00) of each Project.
33. Standard City Conditions – That part of the Contract Documents setting forth requirements
of the City.
34. Subcontractor—An individual or entity having a direct contract with Contractor or with any
other Subcontractor for the performance of a part of the Work at the Site.
35. Submittals—All drawings, diagrams, illustrations, schedules, and other data or information
which are specifically prepared or assembled by or for Contractor and submitted by
Contractor to illustrate some portion of the Work.
36. Superintendent – The representative of the Contractor who is available at all times and able
to receive instructions from the City and/or Developer and to act for the Contractor.
37. Supplementary Conditions—That part of the Contract Documents which amends or
supplements the General Conditions.
38. Supplier—A manufacturer, fabricator, supplier, distributor, materialman, or vendor having
a direct contract with Contractor or with any Subcontractor to furnish materials or
equipment to be incorporated in the Work by Contractor or Subcontractor.
39. Underground Facilities—All underground pipelines, conduits, ducts, cables, wires,
manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any
encasements containing such facilities, including but not limited to, those that convey
electricity, gases, steam, liquid petroleum products, telephone or other communications,
cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or
other control systems.
40. Weekend Working Hours – Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday,
Sunday or legal holiday, as approved in advance by the City.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch Quail Valley Village Residential
City Project No. 103846
00 73 10- 5
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 5 of 35
41. Work—The entire construction or the various separately identifiable parts thereof required
to be provided under the Contract Documents. Work includes and is the result of performing
or providing all labor, services, and documentation necessary to produce such construction
including any Participating Change Order, Non-Participating Change Order, or Field
Order, and furnishing, installing, and incorporating all materials and equipment into such
construction, all as required by the Contract Documents.
42. Working Day – A working day is defined as a day, not including Saturdays, Sundays, or
legal holidays authorized by the City for contract purposes, in which weather or other
conditions not under the control of the Contractor will permit the performance of the
principal unit of work underway for a continuous period of not less than 7 hours between 7
a.m. and 6 p.m.
1.02 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.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
00 73 10- 6
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 6 of 35
ARTICLE 2 – PRELIMINARY MATTERS
2.01 Before Starting Construction
Baseline Schedules: Submit to City in accordance with the Contract Documents, and prior to starting
the Work. New schedules will be submitted to City when Participating Change Orders or Non-
Participating Change Orders occur.
2.02 Preconstruction Conference
Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as
specified in the Contract Documents.
2.03 Public Meeting
Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor
attending the Public Meeting as scheduled by the City.
ARTICLE 3 – CONTRACT DOCUMENTS AND AMENDING
3.01 Reference Standards
A. Standards, Specifications, Codes, Laws, and Regulations
1. Reference to standards, specifications, manuals, or codes of any technical society,
organization, or association, or to Laws or Regulations, whether such reference be specific or
by implication, shall mean the standard, specification, manual, code, or Laws or Regulations
in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there
were no Bids), except as may be otherwise specifically stated in the Contract Documents.
2. No provision or instruction shall be effective to assign to City, or any of its officers,
directors, members, partners, employees, agents, consultants, or subcontractors, any duty or
authority to supervise or direct the performance of the Work or any duty or authority to
undertake responsibility inconsistent with the provisions of the Contract Documents.
3.02 Amending and Supplementing Contract Documents
A. The Contract Documents may be amended to provide for additions, deletions, and revisions in
the Work or to modify the terms and conditions thereof by a Participating Change Order or a
Non-Participating Change Order.
B. The requirements of the Contract Documents may be supplemented, and minor variations and
deviations in the Work not involving a change in Contract Price or Contract Time, may be
authorized, by one or more of the following ways:
1. A Field Order;
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
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 31, 2012
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
1. City’s or Engineer’s review of a Submittal (subject to the provisions of Paragraph 5.16.C); or
2. City’s written interpretation or clarification.
ARTICLE 4 – BONDS AND INSURANCE
4.01 Licensed Sureties and Insurers
All bonds and insurance required by the Contract Documents to be purchased and maintained by
Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized
in the State of Texas to issue bonds or insurance policies for the limits and coverage so required.
Such surety and insurance companies shall also meet such additional requirements and qualifications
as may be provided Section 4.04.
4.02 Performance, Payment, and Maintenance Bonds
A. Contractor shall furnish performance and payment bonds in the name of Developer and City, in
accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount
equal to the Contract Price as security for the faithful performance and payment of all of
Contractor’s obligations under the Contract Documents.
B. Contractor shall furnish maintenance bonds in the name of Developer and City in an amount
equal to the Contract Price as security to protect the City against any defects in any portion of the
Work described in the Contract Documents. Maintenance bonds shall remain in effect for two
(2) years after the date of Final Acceptance by the City.
C. All bonds shall be in the form prescribed by the Contract Documents except as provided
otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list
of “Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and
as Acceptable Reinsuring Companies” as published in Circular 570 (amended) by the Financial
Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed
by an agent or attorney-in-fact must be accompanied by a sealed and dated power of attorney
which shall show that it is effective on the date the agent or attorney-in-fact signed each bond.
D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or
its right to do business is terminated in the State of Texas or it ceases to meet the requirements of
Paragraph 4.02.C, Contractor shall promptly notify City and shall, within 30 days after the event
giving rise to such notification, provide another bond and surety, both of which shall comply
with the requirements of Paragraphs 4.01 and 4.02.C.
4.03 Certificates of Insurance
Contractor shall deliver to Developer and City, with copies to each additional insured and loss payee
identified in these Standard City Conditions certificates of insurance (and other evidence of
insurance requested by City or any other additional insured) which Contractor is required to
purchase and maintain.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
00 73 10- 8
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 8 of 35
1. The certificate of insurance shall document the City, an as “Additional Insured” on all
liability policies.
2. The Contractor’s general liability insurance shall include a, “per project” or “per location”,
endorsement, which shall be identified in the certificate of insurance provided to the City.
3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the
insured, be complete in its entirety, and show complete insurance carrier names as listed in
the current A.M. Best Property & Casualty Guide
4. The insurers for all policies must be licensed and/or approved to do business in the State of
Texas. Except for workers’ compensation, all insurers must have a minimum rating of A-:
VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial
strength and solvency to the satisfaction of Risk Management. If the rating is below that
required, written approval of City is required.
5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor
of the City. In addition, the Contractor agrees to waive all rights of subrogation against the
Engineer (if applicable), and each additional insured identified in these Standard City
Conditions. Failure of the City to demand such certificates or other evidence of full
compliance with the insurance requirements or failure of the City to identify a deficiency
from evidence that is provided shall not be construed as a waiver of Contractor’s obligation
to maintain such lines of insurance coverage.
6. If insurance policies are not written for specified coverage limits, an Umbrella or Excess
Liability insurance for any differences is required. Excess Liability shall follow form of the
primary coverage.
7. Unless otherwise stated, all required insurance shall be written on the “occurrence basis”. If
coverage is underwritten on a claims-made basis, the retroactive date shall be coincident with
or prior to the date of the effective date of the agreement and the certificate of insurance shall
state that the coverage is claims-made and the retroactive date. The insurance coverage shall
be maintained for the duration of the Contract and for three (3) years following Final
Acceptance provided under the Contract Documents or for the warranty period, whichever is
longer. An annual certificate of insurance submitted to the City shall evidence such
insurance coverage.
8. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the
required lines of coverage, nor decrease the limits of said coverage unless such endorsements
are approved in writing by the City. In the event a Contract has been bid or executed and the
exclusions are determined to be unacceptable or the City desires additional insurance
coverage, and the City desires the contractor/engineer to obtain such coverage, the contract
price shall be adjusted by the cost of the premium for such additional coverage plus 10%.
9. Any self-insured retention (SIR), in excess of $25,000.00, affecting required insurance
coverage shall be approved by the City in regards to asset value and stockholders' equity. In
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
00 73 10- 9
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 9 of 35
lieu of traditional insurance, alternative coverage maintained through insurance pools or risk
retention groups, must also be approved by City.
10. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a
first-dollar basis, must be acceptable to and approved by the City.
11. City, at its sole discretion, reserves the right to review the insurance requirements and to
make reasonable adjustments to insurance coverage’s and their limits when deemed
necessary and prudent by the City based upon changes in statutory law, court decision or the
claims history of the industry as well as of the contracting party to the City. The City shall
be required to provide prior notice of 90 days, and the insurance adjustments shall be
incorporated into the Work by Change Order.
12. City shall be entitled, upon written request and without expense, to receive copies of policies
and endorsements thereto and may make any reasonable requests for deletion or revision or
modifications of particular policy terms, conditions, limitations, or exclusions necessary to
conform the policy and endorsements to the requirements of the Contract. Deletions,
revisions, or modifications shall not be required where policy provisions are established by
law or regulations binding upon either party or the underwriter on any such policies.
13. City shall not be responsible for the direct payment of insurance premium costs for
Contractor’s insurance.
4.04 Contractor’s Insurance
A. Workers Compensation and Employers’ Liability. Contractor shall purchase and maintain such
insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers’
Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for
Employers’ Liability as is appropriate for the Work being performed and as will provide
protection from claims set forth below which may arise out of or result from Contractor’s
performance of the Work and Contractor’s other obligations under the Contract Documents,
whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly
or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts
any of them may be liable:
1. claims under workers’ compensation, disability benefits, and other similar employee benefit
acts;
2. claims for damages because of bodily injury, occupational sickness or disease, or death of
Contractor’s employees.
3. The limits of liability for the insurance shall provide the following coverages for not less
than the following amounts or greater where required by Laws and Regulations
a. Statutory limits
b. Employer's liability
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
00 73 10- 10
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 10 of 35
1) $100,000 each accident/occurrence
2) $100,000 Disease - each employee
3) $500,000 Disease - policy limit
B. Commercial General Liability. Coverage shall include but not be limited to covering liability
(bodily injury or property damage) arising from: premises/operations, independent contractors,
products/completed operations, personal injury, and liability under an insured contract. Insurance
shall be provided on an occurrence basis, and as comprehensive as the current Insurance
Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to
any other insurance or self-insurance programs afforded to the City. The Commercial General
Liability policy, shall have no exclusions by endorsements that would alter of nullify
premises/operations, products/completed operations, contractual, personal injury, or advertising
injury, which are normally contained with the policy, unless the City approves such exclusions
in writing.
1. For construction projects that present a substantial completed operation exposure, the City
may require the contractor to maintain completed operations coverage for a minimum of no
less than three (3) years following the completion of the project
2. Contractor's Liability Insurance under this Section which shall be on a per project basis
covering the Contractor with minimum limits of:
a. $1,000,000 each occurrence
b. $2,000,000 aggregate limit
3. The policy must have an endorsement (Amendment – Aggregate Limits of Insurance)
making the General Aggregate Limits apply separately to each job site.
4. The Commercial General Liability Insurance policies shall provide “X”, “C”, and “U”
coverage’s. Verification of such coverage must be shown in the Remarks Article of the
Certificate of Insurance.
C. Automobile Liability. A commercial business auto policy shall provide coverage on “any auto”,
defined as autos owned, hired and non-owned and provide indemnity for claims for damages
because bodily injury or death of any person and or property damage arising out of the work,
maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by
anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone
for whose acts any of them may be liable.
1. Automobile Liability, Contractor’s Liability Insurance under this Section, which shall be in
an amount not less than the following amounts:
a. Automobile Liability - a commercial business policy shall provide coverage on "Any
Auto", defined as autos owned, hired and non-owned.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
00 73 10- 11
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 11 of 35
1) $1,000,000 each accident on a combined single limit basis. Split limits are
acceptable if limits are at least:
2) $250,000 Bodily Injury per person
3) $500,000 Bodily Injury per accident /
4) $100,000 Property Damage
D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of
railroad right-of-way, the Contractor shall comply with the following requirements:
1. The Contractor’s construction activities will require its employees, agents, subcontractors,
equipment, and material deliveries to cross railroad properties and tracks owned and
operated by: 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: None
b. Each Occurrence: : None
4. With respect to the above outlined insurance requirements, the following shall govern:
a. Where a single railroad company is involved, the Contractor shall provide one insurance
policy in the name of the railroad company. However, if more than one grade separation
or at-grade crossing is affected by the Project at entirely separate locations on the line or
lines of the same railroad company, separate coverage may be required, each in the
amount stated above.
b. Where more than one railroad company is operating on the same right-of-way or where
several railroad companies are involved and operated on their own separate rights-of-
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
00 73 10- 12
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 12 of 35
way, the Contractor may be required to provide separate insurance policies in the name
of each railroad company.
c. If, in addition to a grade separation or an at-grade crossing, other work or activity is
proposed on a railroad company’s right-of-way at a location entirely separate from the
grade separation or at-grade crossing, insurance coverage for this work must be included
in the policy covering the grade separation.
d. If no grade separation is involved but other work is proposed on a railroad company’s
right-of-way, all such other work may be covered in a single policy for that railroad, even
though the work may be at two or more separate locations.
5. No work or activities on a railroad company’s property to be performed by the Contractor
shall be commenced until the Contractor has furnished the City with an original policy or
policies of the insurance for each railroad company named, as required above. All such
insurance must be approved by the City and each affected Railroad Company prior to the
Contractor’s beginning work.
6. The insurance specified above must be carried until all Work to be performed on the railroad
right-of-way has been completed and the grade crossing, if any, is no longer used by the
Contractor. In addition, insurance must be carried during all maintenance and/or repair work
performed in the railroad right-of-way. Such insurance must name the railroad company as
the insured, together with any tenant or lessee of the railroad company operating over tracks
involved in the Project.
E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation
or other loss of insurance coverage. Contractor shall stop work until replacement insurance has
been procured. There shall be no time credit for days not worked pursuant to this section.
4.05 Acceptance of Bonds and Insurance; Option to Replace
If City has any objection to the coverage afforded by or other provisions of the bonds or insurance
required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis
of non-conformance with the Contract Documents, the Developer and City shall so notify the
Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence
requested). Contractor shall provide to the City such additional information in respect of insurance
provided as the Developer or City may reasonably request. If Contractor does not purchase or
maintain all of the bonds and insurance required by the Contract Documents, the Developer or City
shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure
to maintain prior to any change in the required coverage.
ARTICLE 5 – CONTRACTOR’S RESPONSIBILITIES
5.01 Supervision and Superintendent
A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting
such attention thereto and applying such skills and expertise as may be necessary to perform the
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
00 73 10- 13
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 13 of 35
Work in accordance with the Contract Documents. Contractor shall be solely responsible for the
means, methods, techniques, sequences, and procedures of construction.
B. At all times during the progress of the Work, Contractor shall assign a competent, English-
speaking, Superintendent who shall not be replaced without written notice to City. The
Superintendent will be Contractor’s representative at the Site and shall have authority to act on
behalf of Contractor. All communication given to or received from the Superintendent shall be
binding on Contractor.
C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of
construction.
5.02 Labor; Working Hours
A. Contractor shall provide competent, suitably qualified personnel to perform construction as
required by the Contract Documents. Contractor shall at all times maintain good discipline and
order at the Site.
B. Except as otherwise required for the safety or protection of persons or the Work or property at
the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work
at the Site shall be performed during Regular Working Hours. Contractor will not permit the
performance of Work beyond Regular Working Hours or for Weekend Working Hours without
City’s written consent (which will not be unreasonably withheld). Written request (by letter or
electronic communication) to perform Work:
1. for beyond Regular Working Hours request must be made by noon at least two (2) Business
Days prior
2. for Weekend Working Hours request must be made by noon of the preceding Thursday
3. for legal holidays request must be made by noon two Business Days prior to the legal
holiday.
5.03 Services, Materials, and Equipment
A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full
responsibility for all services, materials, equipment, labor, transportation, construction
equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary
facilities, temporary facilities, and all other facilities and incidentals necessary for the
performance, Contractor required testing, start-up, and completion of the Work.
B. All materials and equipment incorporated into the Work shall be as specified or, if not specified,
shall be of good quality and new, except as otherwise provided in the Contract Documents. All
special warranties and guarantees required by the Specifications shall expressly run to the benefit
of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of
required tests) as to the source, kind, and quality of materials and equipment.
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STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
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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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STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
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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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STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
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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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STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
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Standard City Conditions Of The Construction Contract For Developer Awarded Projects
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Required for this Contract.
X Not Required for this Contract.
It is City policy to ensure the full and equitable participation by Minority and Women Business
Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the
Contract Documents provide for a MWBE goal, Contractor is required to comply with the intent
of the City’s MWBE Ordinance (as amended) by the following:
1. Contractor shall, upon request by City, provide complete and accurate information regarding
actual work performed by a MWBE on the Contract and payment therefor.
2. Contractor will not make additions, deletions, or substitutions of accepted MWBE without
written consent of the City. Any unjustified change or deletion shall be a material breach of
Contract and may result in debarment in accordance with the procedures outlined in the
Ordinance.
3. Contractor shall, upon request by City, allow an audit and/or examination of any books,
records, or files in the possession of the Contractor that will substantiate the actual work
performed by an MWBE. Material misrepresentation of any nature will be grounds for
termination of the Contract. Any such misrepresentation may be grounds for disqualification
of Contractor to bid on future contracts with the City for a period of not less than three years.
B. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors,
Suppliers, and other individuals or entities performing or furnishing any of the Work just as
Contractor is responsible for Contractor’s own acts and omissions. Nothing in the Contract
Documents:
1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity
any contractual relationship between City and any such Subcontractor, Supplier or other
individual or entity; nor
2. shall create any obligation on the part of City to pay or to see to the payment of any moneys
due any such Subcontractor, Supplier, or other individual or entity except as may otherwise
be required by Laws and Regulations.
C. Contractor shall be solely responsible for scheduling and coordinating the Work of
Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the
Work under a direct or indirect contract with Contractor.
D. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing
any of the Work shall communicate with City through Contractor.
E. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an
appropriate agreement between Contractor and the Subcontractor or Supplier which specifically
binds the Subcontractor or Supplier to the applicable terms and conditions of these Contract
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STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
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Standard City Conditions Of The Construction Contract For Developer Awarded Projects
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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.
X Not Required for this Contract.
A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of
Chapter 2258, Texas Government Code (as amended), including the payment of not less than the
rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in
accordance with Chapter 2258. Such prevailing wage rates are included in these Contract
Documents.
B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage
shall, upon demand made by the City, pay to the City $60 for each worker employed for each
calendar day or part of the day that the worker is paid less than the prevailing wage rates
stipulated in these contract documents. This penalty shall be retained by the City to offset its
administrative costs, pursuant to Texas Government Code 2258.023.
C. Complaints of Violations and City Determination of Good Cause. On receipt of information,
including a complaint by a worker, concerning an alleged violation of 2258.023, Texas
Government Code, by a Contractor or Subcontractor, the City shall make an initial
determination, before the 31st day after the date the City receives the information, as to whether
good cause exists to believe that the violation occurred. The City shall notify in writing the
Contractor or Subcontractor and any affected worker of its initial determination. Upon the
City’s determination that there is good cause to believe the Contractor or Subcontractor has
violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or
claimants as the difference between wages paid and wages due under the prevailing wage rates,
such amounts being subtracted from successive progress payments pending a final determination
of the violation.
D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of
Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected
worker, shall be submitted to binding arbitration in accordance with the Texas General
Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any
affected worker does not resolve the issue by agreement before the 15th day after the date the
City makes its initial determination pursuant to Paragraph C above. If the persons required to
arbitrate under this section do not agree on an arbitrator before the 11th day after the date that
arbitration is required, a district court shall appoint an arbitrator on the petition of any of the
persons. The City is not a party in the arbitration. The decision and award of the arbitrator is
final and binding on all parties and may be enforced in any court of competent jurisdiction.
E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3)
years following the date of acceptance of the work, maintain records that show (i) the name and
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occupation of each worker employed by the Contractor in the construction of the Work provided
for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be
open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right
to Audit, shall pertain to this inspection.
F. Progress Payments. With each progress payment or payroll period, whichever is less, the
Contractor shall submit an affidavit stating that the Contractor has complied with the
requirements of Chapter 2258, Texas Government Code.
G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at
all times.
H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall
otherwise require all of its Subcontractors to comply with Paragraphs A through G above.
5.09 Patent Fees and Royalties
A. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold
harmless City, from and against all claims, costs, losses, and damages (including but not limited
to all fees and charges of engineers, architects, attorneys, and other professionals and all court
or arbitration or other dispute resolution costs) arising out of or relating to any infringement of
patent rights or copyrights incident to the use in the performance of the Work or resulting from
the incorporation in the Work of any invention, design, process, product, or device not specified
in the Contract Documents.
5.10 Laws and Regulations
A. Contractor shall give all notices required by and shall comply with all Laws and Regulations
applicable to the performance of the Work. Except where otherwise expressly required by
applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor’s
compliance with any Laws or Regulations.
B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws
or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or arbitration or other dispute resolution costs) arising out of or relating to such Work.
However, it shall not be Contractor’s responsibility to make certain that the Specifications and
Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of
Contractor’s obligations under Paragraph 3.01.
5.11 Use of Site and Other Areas
A. Limitation on Use of Site and Other Areas:
1. Contractor shall confine construction equipment, the storage of materials and equipment, and
the operations of workers to the Site and other areas permitted by Laws and Regulations, and
shall not unreasonably encumber the Site and other areas with construction equipment or
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
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Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 20 of 35
other materials or equipment. Contractor shall assume full responsibility for any damage to
any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas
resulting from the performance of the Work.
2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is
carrying on operations in a portion of a street, right-of-way, or easement greater than is
necessary for proper execution of the Work, the City may require the Contractor to finish the
section on which operations are in progress before work is commenced on any additional
area of the Site.
3. Should any Damage Claim be made by any such owner or occupant because of the
performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim.
4. Pursuant to Paragraph 5.18, Contractor shall indemnify and hold harmless City, from and
against all claims, costs, losses, and damages arising out of or relating to any claim or
action, legal or equitable, brought by any such owner or occupant against City.
B. Removal of Debris During Performance of the Work: During the progress of the Work
Contractor shall keep the Site and other areas free from accumulations of waste materials,
rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other
debris shall conform to applicable Laws and Regulations.
C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-
up on the job site is proceeding in a manner unsatisfactory to the City or Developer, if the
Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as
the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the
written notice (by letter or electronic communication), and shall be entitled to recover its cost in
doing so. The City may withhold Final Acceptance until clean-up is complete and cost are
recovered.
D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and
the Work and make it ready for utilization by City or adjacent property owner. At the completion
of the Work Contractor shall remove from the Site all tools, appliances, construction equipment
and machinery, and surplus materials and shall restore to original condition or better all property
disturbed by the Work.
E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded
in any manner that will endanger the structure, nor shall Contractor subject any part of the Work
or adjacent property to stresses or pressures that will endanger it.
5.12 Record Documents
A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor
and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change
Orders, Field Orders, and written interpretations and clarifications in good order and annotated
to show changes made during construction. These record documents together with all approved
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STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
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City Project No. 103846
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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 31, 2012
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
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Standard City Conditions Of The Construction Contract For Developer Awarded Projects
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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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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 31, 2012
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
7. any correction of defective Work by City.
D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to
other work or property resulting therefrom which shall appear within a period of two (2) years
from the date of Final Acceptance of the Work unless a longer period is specified and shall
furnish a good and sufficient maintenance bond, complying with the requirements of Article
4.02.B. The City will give notice of observed defects with reasonable promptness.
5.18 Indemnification
A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the
City, its officers, servants and employees, from and against any and all claims arising out of, or
alleged to arise out of, the work and services to be performed by the Contractor, its officers,
agents, employees, subcontractors, licenses or invitees under this Contract. THIS
INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE
AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME
OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY
ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is
intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by
the City in defending against such claims and causes of actions.
B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its
officers, servants and employees, from and against any and all loss, damage or destruction of
property of the City, arising out of, or alleged to arise out of, the work and services to be
performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees
under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY
INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR
PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE
CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF
THE CITY.
5.19 Delegation of Professional Design Services
A. Contractor will not be required to provide professional design services unless such services are
specifically required by the Contract Documents for a portion of the Work or unless such
services are required to carry out Contractor’s responsibilities for construction means, methods,
techniques, sequences and procedures.
B. If professional design services or certifications by a design professional related to systems,
materials or equipment are specifically required of Contractor by the Contract Documents, City
will specify all performance and design criteria that such services must satisfy. Contractor shall
cause such services or certifications to be provided by a properly licensed professional, whose
signature and seal shall appear on all drawings, calculations, specifications, certifications, and
Submittals prepared by such professional. Submittals related to the Work designed or certified
by such professional, if prepared by others, shall bear such professional’s written approval when
submitted to City.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
00 73 10- 25
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 25 of 35
C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services,
certifications or approvals performed by such design professionals, provided City has specified
to Contractor performance and design criteria that such services must satisfy.
D. Pursuant to this Paragraph 5.19, City’s review and acceptance of design calculations and design
drawings will be only for the limited purpose of checking for conformance with performance
and design criteria given and the design concept expressed in the Contract Documents. City’s
review and acceptance of Submittals (except design calculations and design drawings) will be
only for the purpose stated in Paragraph 5.16.C.
5.20 Right to Audit:
A. The City reserves the right to audit all projects utilizing City funds
B. The Contractor agrees that the City shall, until the expiration of three (3) years after final
payment under this Contract, have access to and the right to examine and photocopy any directly
pertinent books, documents, papers, and records of the Contractor involving transactions relating
to this Contract. Contractor agrees that the City shall have access during Regular Working Hours
to all necessary Contractor facilities and shall be provided adequate and appropriate work space
in order to conduct audits in compliance with the provisions of this Paragraph. The City shall
give Contractor reasonable advance notice of intended audits.
C. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that
the subcontractor agrees that the City shall, until the expiration of three (3) years after final
payment under this Contract, have access to and the right to examine and photocopy any directly
pertinent books, documents, papers, and records of such Subcontractor, involving transactions to
the subcontract, and further, that City shall have access during Regular Working Hours to all
Subcontractor facilities, and shall be provided adequate and appropriate work space in order to
conduct audits in compliance with the provisions of this Paragraph. The City shall give
Subcontractor reasonable advance notice of intended audits.
D. Contractor and Subcontractor agree to photocopy such documents as may be requested by the
City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate
published in the Texas Administrative Code in effect as of the time copying is performed.
5.21 Nondiscrimination
A. The City is responsible for operating Public Transportation Programs and implementing transit-
related projects, which are funded in part with Federal financial assistance awarded by the U.S.
Department of Transportation and the Federal Transit Administration (FTA), without
discriminating against any person in the United States on the basis of race, color, or national
origin.
B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of
the Act and the Regulations as further defined in the Supplementary Conditions for any project
receiving Federal assistance.
00 73 10- 26
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 26 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
ARTICLE 6 – OTHER WORK AT THE SITE
6.01 Related Work at Site
A. City may perform other work related to the Project at the Site with City’s employees, or other
City contractors, or through other direct contracts therefor, or have other work performed by
utility owners. If such other work is not noted in the Contract Documents, then written notice
thereof will be given to Contractor prior to starting any such other work; and
B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility
owner, and City, if City is performing other work with City’s employees or other City
contractors, proper and safe access to the Site, provide a reasonable opportunity for the
introduction and storage of materials and equipment and the execution of such other work, and
properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of
the Work that may be required to properly connect or otherwise make its several parts come
together and properly integrate with such other work. Contractor shall not endanger any work of
others by cutting, excavating, or otherwise altering such work; provided, however, that
Contractor may cut or alter others' work with the written consent of City and the others whose
work will be affected.
C. If the proper execution or results of any part of Contractor’s Work depends upon work
performed by others under this Article 7, Contractor shall inspect such other work and promptly
report to City in writing any delays, defects, or deficiencies in such other work that render it
unavailable or unsuitable for the proper execution and results of Contractor’s Work. Contractor’s
failure to so report will constitute an acceptance of such other work as fit and proper for
integration with Contractor’s Work except for latent defects in the work provided by others.
ARTICLE 7 – CITY’S RESPONSIBILITIES
7.01 Inspections, Tests, and Approvals
City’s responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph
11.03.
7.02 Limitations on City’s Responsibilities
A. The City shall not supervise, direct, or have control or authority over, nor be responsible for,
Contractor’s means, methods, techniques, sequences, or procedures of construction, or the safety
precautions and programs incident thereto, or for any failure of Contractor to comply with Laws
and Regulations applicable to the performance of the Work. City will not be responsible for
Contractor’s failure to perform the Work in accordance with the Contract Documents.
B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 5.13.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
00 73 10- 27
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 27 of 35
7.03 Compliance with Safety Program
While at the Site, City’s employees and representatives shall comply with the specific applicable
requirements of Contractor’s safety programs of which City has been informed pursuant to
Paragraph 5.13.
ARTICLE 8 – CITY’S OBSERVATION STATUS DURING CONSTRUCTION
8.01 City’s Project Representative
City will provide one or more Project Representative(s) during the construction period. The duties
and responsibilities and the limitations of authority of City’s representative during construction are
set forth in the Contract Documents.
A. City’s Project Representative will make visits to the Site at intervals appropriate to the various
stages of construction as City deems necessary in order to observe the progress that has been
made and the quality of the various aspects of Contractor’s executed Work. Based on
information obtained during such visits and observations, City’s Project Representative will
determine, in general, if the Work is proceeding in accordance with the Contract Documents.
City’s Project Representative will not be required to make exhaustive or continuous inspections
on the Site to check the quality or quantity of the Work. City’s Project Representative’s efforts
will be directed toward providing City a greater degree of confidence that the completed Work
will conform generally to the Contract Documents.
B. City’s Project Representative’s visits and observations are subject to all the limitations on
authority and responsibility in the Contract Documents.
8.02 Authorized Variations in Work
City’s Project Representative may authorize minor variations in the Work from the requirements of
the Contract Documents which do not involve an adjustment in the Contract Price or the Contract
Time and are compatible with the design concept of the completed Project as a functioning whole as
indicated by the Contract Documents. These may be accomplished by a Field Order and will be
binding on City Developer, and also on Contractor, who shall perform the Work involved promptly.
8.03 Rejecting Defective Work
City will have authority to reject Work which City’s Project Representative believes to be defective,
or will not produce a completed Project that conforms to the Contract Documents or that will
prejudice the integrity of the design concept of the completed Project as a functioning whole as
indicated by the Contract Documents. City will have authority to conduct special inspection or
testing of the Work as provided in Article 11, whether or not the Work is fabricated, installed, or
completed.
00 73 10- 28
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 28 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
8.04 Determinations for Work Performed
Contractor will determine the actual quantities and classifications of Work performed. City’s Project
Representative will review with Contractor the preliminary determinations on such matters before
rendering a written recommendation. City’s written decision will be final (except as modified to
reflect changed factual conditions or more accurate data).
ARTICLE 9 – CHANGES IN THE WORK
9.01 Authorized Changes in the Work
A. Without invalidating the Contract and without notice to any surety, City may, at any time or
from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall
promptly proceed with the Work involved which will be performed under the applicable
conditions of the Contract Documents (except as otherwise specifically provided). Extra Work
shall be memorialized by a Participating Change Order which may or may not precede an order
of Extra work.
B. For minor changes of Work not requiring changes to Contract Time or Contract Price on a
project with City participation, a Field Order may be issued by the City.
9.02 Notification to Surety
If the provisions of any bond require notice to be given to a surety of any change affecting the
general scope of the Work or the provisions of the Contract Documents (including, but not limited
to, Contract Price or Contract Time), the giving of any such notice will be Contractor’s
responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the
effect of any such change.
ARTICLE 10 – CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME
10.01 Change of Contract Price
A. The Contract Price may only be changed by a Participating Change Order for projects with City
participation.
10.02 Change of Contract Time
A. The Contract Time may only be changed by a Participating Change Order for projects with City
participation.
10.03 Delays
A. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or
damages (including but not limited to all fees and charges of engineers, architects, attorneys, and
other professionals and all court or arbitration or other dispute resolution costs) sustained by
Contractor on or in connection with any other project or anticipated project.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
00 73 10- 29
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 29 of 35
ARTICLE 11 – TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF
DEFECTIVE WORK
11.01 Notice of Defects
Notice of all defective Work of which City has actual knowledge will be given to Contractor.
Defective Work may be rejected, corrected, or accepted as provided in this Article 13.
11.02 Access to Work
City, independent testing laboratories, and governmental agencies with jurisdictional interests will
have access to the Site and the Work at reasonable times for their observation, inspection, and
testing. Contractor shall provide them proper and safe conditions for such access and advise them of
Contractor’s safety procedures and programs so that they may comply therewith as applicable.
11.03 Tests and Inspections
A. Contractor shall give City timely notice of readiness of the Work for all required inspections,
tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required
inspections or tests.
B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any
of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full
responsibility for arranging and obtaining such independent inspections, tests, retests or
approvals, pay all costs in connection therewith, and furnish City the required certificates of
inspection or approval; excepting, however, those fees specifically identified in the
Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR)
inspections, which shall be paid as described in the Supplementary Conditions.
C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection
with any inspections, tests, re-tests, or approvals required for City’s acceptance of materials or
equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment
submitted for approval prior to Contractor’s purchase thereof for incorporation in the Work.
Such inspections, tests, re-tests, or approvals shall be performed by organizations approved by
City.
D. City may arrange for the services of an independent testing laboratory (“Testing Lab”) to
perform any inspections or tests (“Testing”) for any part of the Work, as determined solely by
City.
1. City will coordinate such Testing to the extent possible, with Contractor;
2. Should any Testing under this Section 11.03 D result in a “fail”, “did not pass” or other
similar negative result, the Contractor shall be responsible for paying for any and all retests.
Contractor’s cancellation without cause of City initiated Testing shall be deemed a negative
result and require a retest.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
00 73 10- 30
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 30 of 35
3. Any amounts owed for any retest under this Section 11.03 D shall be paid directly to the
Testing Lab by Contractor. City will forward all invoices for retests to
Developer/Contractor.
4. If Contractor fails to pay the Testing Lab, City will not issue a letter of Final Acceptance
until the Testing Lab is Paid
E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by
Contractor without written concurrence of City, Contractor shall, if requested by City, uncover
such Work for observation.
11.04 Uncovering Work
A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it
must, if requested by City, be uncovered for City’s observation and replaced at Contractor’s
expense.
11.05 City May Stop the Work
If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials
or equipment, or fails to perform the Work in such a way that the completed Work will conform to
the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until
the cause for such order has been eliminated; however, this right of City to stop the Work shall not
give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any
Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent
of any of them.
11.06 Correction or Removal of Defective Work
A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to
an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has
been rejected by City, remove it from the Project and replace it with Work that is not defective.
Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or arbitration or other dispute resolution costs) arising out of or relating to such correction
or removal (including but not limited to all costs of repair or replacement of work of others).
Failure to require the removal of any defective Work shall not constitute acceptance of such
Work.
B. When correcting defective Work under the terms of this Paragraph 11.06 or Paragraph 11.07,
Contractor shall take no action that would void or otherwise impair City’s special warranty and
guarantee, if any, on said Work.
11.07 Correction Period
A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may
be prescribed by the terms of any applicable special guarantee required by the Contract
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
00 73 10- 31
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 31 of 35
Documents), any Work is found to be defective, or if the repair of any damages to the land or
areas made available for Contractor’s use by City or permitted by Laws and Regulations as
contemplated in Paragraph 5.10.A is found to be defective, Contractor shall promptly, without
cost to City and in accordance with City’s written instructions:
1. repair such defective land or areas; or
2. correct such defective Work; or
3. if the defective Work has been rejected by City, remove it from the Project and replace it
with Work that is not defective, and
4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work
of others or other land or areas resulting therefrom.
B. If Contractor does not promptly comply with the terms of City’s written instructions, or in an
emergency where delay would cause serious risk of loss or damage, City may have the defective
Work corrected or repaired or may have the rejected Work removed and replaced. All claims,
costs, losses, and damages (including but not limited to all fees and charges of engineers,
architects, attorneys, and other professionals and all court or other dispute resolution costs)
arising out of or relating to such correction or repair or such removal and replacement (including
but not limited to all costs of repair or replacement of work of others) will be paid by Contractor.
C. Where defective Work (and damage to other Work resulting therefrom) has been corrected or
removed and replaced under this Paragraph 11.07, the correction period hereunder with respect
to such Work may be required to be extended for an additional period of one year after the end
of the initial correction period. City shall provide 30 days written notice to Contractor and
Developer should such additional warranty coverage be required. Contractor’s obligations under
this Paragraph 11.07 are in addition to any other obligation or warranty. The provisions of this
Paragraph 11.07 shall not be construed as a substitute for, or a waiver of, the provisions of any
applicable statute of limitation or repose.
11.08 City May Correct Defective Work
A. If Contractor fails within a reasonable time after written notice from City to correct defective
Work, or to remove and replace rejected Work as required by City in accordance with Paragraph
11.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents,
or if Contractor fails to comply with any other provision of the Contract Documents, City may,
after seven (7) days written notice to Contractor and the Developer, correct, or remedy any such
deficiency.
B. In exercising the rights and remedies under this Paragraph 11.09, City shall proceed
expeditiously. In connection with such corrective or remedial action, City may exclude
Contractor from all or part of the Site, take possession of all or part of the Work and suspend
Contractor’s services related thereto, and incorporate in the Work all materials and equipment
incorporated in the Work, stored at the Site or for which City has paid Contractor but which are
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
00 73 10- 32
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 32 of 35
stored elsewhere. Contractor shall allow City, City’s representatives, agents, consultants,
employees, and City’s other contractors, access to the Site to enable City to exercise the rights
and remedies under this Paragraph.
C. All claims, costs, losses, and damages (including but not limited to all fees and charges of
engineers, architects, attorneys, and other professionals and all court or other dispute resolution
costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph
13.09 will be charged against Contractor, and a Change Order will be issued incorporating the
necessary revisions in the Contract Documents with respect to the Work; and City shall be
entitled to an appropriate decrease in the Contract Price.
D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the
performance of the Work attributable to the exercise of City’s rights and remedies under this
Paragraph 11.09.
ARTICLE 12 – COMPLETION
12.01 Contractor’s Warranty of Title
Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any
Application for Payment will pass to City no later than the time of Final Acceptance and shall be
free and clear of all Liens.
12.02 Partial Utilization
A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed
part of the Work which has specifically been identified in the Contract Documents, or which
City, determines constitutes a separately functioning and usable part of the Work that can be
used by City for its intended purpose without significant interference with Contractor’s
performance of the remainder of the Work. City at any time may notify Contractor in writing to
permit City to use or occupy any such part of the Work which City determines to be ready for its
intended use, subject to the following conditions:
1. Contractor at any time may notify City in writing that Contractor considers any such part of
the Work ready for its intended use.
2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and
Contractor shall make an inspection of that part of the Work to determine its status of
completion. If City does not consider that part of the Work to be substantially complete, City
will notify Contractor in writing giving the reasons therefor.
3. Partial Utilization will not constitute Final Acceptance by City.
12.03 Final Inspection
A. Upon written notice from Contractor that the entire Work is complete in accordance with the
Contract Documents:
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
00 73 10- 33
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 33 of 35
1. within 10 days, City will schedule a Final Inspection with Contractor.
2. City will notify Contractor in writing of all particulars in which this inspection reveals that
the Work is incomplete or defective. Contractor shall immediately take such measures as are
necessary to complete such Work or remedy such deficiencies.
12.04 Final Acceptance
A. Upon completion by Contractor to City’s satisfaction, of any additional Work identified in the
Final Inspection, City will issue to Contractor a letter of Final Acceptance upon the satisfaction
of the following:
1. All documentation called for in the Contract Documents, including but not limited to the
evidence of insurance required by Paragraph 5.03;
2. consent of the surety, if any, to Final Acceptance;
3. a list of all pending or released Damage Claims against City that Contractor believes are
unsettled; and
4. affidavits of payments and complete and legally effective releases or waivers (satisfactory to
City) of all Lien rights arising out of or Liens filed in connection with the Work.
5. after all Damage Claims have been resolved:
a. directly by the Contractor or;
b. Contractor provides evidence that the Damage Claim has been reported to Contractor’s
insurance provider for resolution.
6. Issuing Final Acceptance by the City shall not relieve the Contractor of any guarantees or
other requirements of the Contract Documents which specifically continue thereafter.
ARTICLE 13 – SUSPENSION OF WORK
13.01 City May Suspend Work
A. At any time and without cause, City may suspend the Work or any portion thereof by written
notice to Contractor and which may fix the date on which Work will be resumed. Contractor
shall resume the Work on the date so fixed. During temporary suspension of the Work covered
by these Contract Documents, for any reason, the City will stop contract time on City
participation projects.
B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the
control of and without the fault or negligence of the Contractor, and should it be determined by
mutual consent of the Contractor and City that a solution to allow construction to proceed is not
00 73 10- 34
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 34 of 35
available within a reasonable period of time, Contractor may request an extension in Contract
Time, directly attributable to any such suspension.
C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall
store all materials in such a manner that they will not obstruct or impede the public unnecessarily
nor become damaged in any way, and he shall take every precaution to prevent damage or
deterioration of the work performed; he shall provide suitable drainage about the work, and erect
temporary structures where necessary.
ARTICLE 14 – MISCELLANEOUS
14.01 Giving Notice
A. Whenever any provision of the Contract Documents requires the giving of written notice, it will
be deemed to have been validly given 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.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
00 73 10- 35
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 35 of 35
14.04 Survival of Obligations
All representations, indemnifications, warranties, and guarantees made in, required by, or given in
accordance with the Contract Documents, as well as all continuing obligations indicated in the
Contract Documents, will survive final payment, completion, and acceptance of the Work or
termination or completion of the Contract or termination of the services of Contractor.
14.05 Headings
Article and paragraph headings are inserted for convenience only and do not constitute parts of these
General Conditions.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
01 11 00 - 1
DAP SUMMARY OF WORK
Page 1 of 3
CITY OF FORT WORTH Walsh Ranch - Quail Valley Village Residential
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS City Project No 103846
Revised December 20, 2012
SECTION 01 11 00 1
SUMMARY OF WORK 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Summary of Work to be performed in accordance with the Contract Documents 6
B. Deviations from this City of Fort Worth Standard Specification 7
1. None. 8
C. Related Specification Sections include, but are not necessarily limited to: 9
1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 10
2. Division 1 - General Requirements 11
1.2 PRICE AND PAYMENT PROCEDURES 12
A. Measurement and Payment 13
1. Work associated with this Item is considered subsidiary to the various items bid. 14
No separate payment will be allowed for this Item. 15
1.3 REFERENCES [NOT USED] 16
1.4 ADMINISTRATIVE REQUIREMENTS 17
A. Work Covered by Contract Documents 18
1. Work is to include furnishing all labor, materials, and equipment, and performing 19
all Work necessary for this construction project as detailed in the Drawings and 20
Specifications. 21
B. Subsidiary Work 22
1. Any and all Work specifically governed by documentary requirements for the 23
project, such as conditions imposed by the Drawings or Contract Documents in 24
which no specific item for bid has been provided for in the Proposal and the item is 25
not a typical unit bid item included on the standard bid item list, then the item shall 26
be considered as a subsidiary item of Work, the cost of which shall be included in 27
the price bid in the Proposal for various bid items. 28
C. Use of Premises 29
1. Coordinate uses of premises under direction of the City. 30
2. Assume full responsibility for protection and safekeeping of materials and 31
equipment stored on the Site. 32
3. Use and occupy only portions of the public streets and alleys, or other public places 33
or other rights-of-way as provided for in the ordinances of the City, as shown in the 34
Contract Documents, or as may be specifically authorized in writing by the City. 35
a. A reasonable amount of tools, materials, and equipment for construction 36
purposes may be stored in such space, but no more than is necessary to avoid 37
delay in the construction operations. 38
01 11 00 - 2
DAP SUMMARY OF WORK
Page 2 of 3
CITY OF FORT WORTH Walsh Ranch - Quail Valley Village Residential
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS City Project No 103846
Revised December 20, 2012
b. Excavated and waste materials shall be stored in such a way as not to interfere 1
with the use of spaces that may be designated to be left free and unobstructed 2
and so as not to inconvenience occupants of adjacent property. 3
c. If the street is occupied by railroad tracks, the Work shall be carried on in such 4
manner as not to interfere with the operation of the railroad. 5
1) All Work shall be in accordance with railroad requirements set forth in 6
Division 0 as well as the railroad permit. 7
D. Work within Easements 8
1. Do not enter upon private property for any purpose without having previously 9
obtained permission from the owner of such property. 10
2. Do not store equipment or material on private property unless and until the 11
specified approval of the property owner has been secured in writing by the 12
Contractor and a copy furnished to the City. 13
3. Unless specifically provided otherwise, clear all rights-of-way or easements of 14
obstructions which must be removed to make possible proper prosecution of the 15
Work as a part of the project construction operations. 16
4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, 17
lawns, fences, culverts, curbing, and all other types of structures or improvements, 18
to all water, sewer, and gas lines, to all conduits, overhead pole lines, or 19
appurtenances thereof, including the construction of temporary fences and to all 20
other public or private property adjacent to the Work. 21
5. Notify the proper representatives of the owners or occupants of the public or private 22
lands of interest in lands which might be affected by the Work. 23
a. Such notice shall be made at least 48 hours in advance of the beginning of the 24
Work. 25
b. Notices shall be applicable to both public and private utility companies and any 26
corporation, company, individual, or other, either as owners or occupants, 27
whose land or interest in land might be affected by the Work. 28
c. Be responsible for all damage or injury to property of any character resulting 29
from any act, omission, neglect, or misconduct in the manner or method or 30
execution of the Work, or at any time due to defective work, material, or 31
equipment. 32
6. Fence 33
a. Restore all fences encountered and removed during construction of the Project 34
to the original or a better than original condition. 35
b. Erect temporary fencing in place of the fencing removed whenever the Work is 36
not in progress and when the site is vacated overnight, and/or at all times to 37
provide site security. 38
c. The cost for all fence work within easements, including removal, temporary 39
closures and replacement, shall be subsidiary to the various items bid in the 40
project proposal, unless a bid item is specifically provided in the proposal. 41
01 11 00 - 3
DAP SUMMARY OF WORK
Page 3 of 3
CITY OF FORT WORTH Walsh Ranch - Quail Valley Village Residential
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS City Project No 103846
Revised December 20, 2012
1.5 SUBMITTALS [NOT USED] 1
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2
1.7 CLOSEOUT SUBMITTALS [NOT USED] 3
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4
1.9 QUALITY ASSURANCE [NOT USED] 5
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6
1.11 FIELD [SITE] CONDITIONS [NOT USED] 7
1.12 WARRANTY [NOT USED] 8
PART 2 - PRODUCTS [NOT USED] 9
PART 3 - EXECUTION [NOT USED] 10
END OF SECTION 11
12
Revision Log
DATE NAME SUMMARY OF CHANGE
13
01 25 00 - 1
SUBSTITUTION PROCEDURES
Page 1 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
Walsh Ranch – Quail Valley Village Residential
City Project No. 103846
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,
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
Walsh Ranch – Quail Valley Village Residential
City Project No. 103846
01 25 00 - 2
SUBSTITUTION PROCEDURES
Page 2 of 4
b. Contractor proposes a cost and/or time reduction incentive to the City.
1.5 SUBMITTALS
A. See Request for Substitution Form (attached)
B. Procedure for Requesting Substitution
1. Substitution shall be considered only:
a. After award of Contract
b. Under the conditions stated herein
2. Submit 3 copies of each written request for substitution, including:
a. Documentation
1) Complete data substantiating compliance of proposed substitution with
Contract Documents
2) Data relating to changes in construction schedule, when a reduction is
proposed
3) Data relating to changes in cost
b. For products
1) Product identification
a) Manufacturer's name
b) Telephone number and representative contact name
c) Specification Section or Drawing reference of originally specified
product, including discrete name or tag number assigned to original
product in the Contract Documents
2) Manufacturer's literature clearly marked to show compliance 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.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
Walsh Ranch – Quail Valley Village Residential
City Project No. 103846
01 25 00 - 3
SUBSTITUTION PROCEDURES
Page 3 of 4
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
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
Walsh Ranch – Quail Valley Village Residential
City Project No. 103846
01 25 00 - 4
SUBSTITUTION PROCEDURES
Page 4 of 4
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
01 31 19 - 1
DAP PRECONSTRUCTION MEETING
Page 1 of 3
CITY OF FORT WORTH IPRC21-0104-Walsh Ranch - Quail Valley Village Residential
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised August 23, 2013
Water, Sewer, Storm & Paving Improvements
City Project No. 103494
SECTION 01 31 19
PRECONSTRUCTION MEETING
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1. Provisions for the preconstruction meeting to be held prior to the start of Work to
clarify construction contract administration procedures
B.Deviations from this City of Fort Worth Standard Specification
1. No construction schedule required unless requested by the City.
C.Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A.Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A.Coordination
1. Attend preconstruction meeting.
2. Representatives of Contractor, subcontractors and suppliers attending meetings
shall be qualified and authorized to act on behalf of the entity each represents.
3. Meeting administered by City may be tape recorded.
a.If recorded, tapes will be used to prepare minutes and retained by City for
future reference.
B.Preconstruction Meeting
1. A preconstruction meeting will be held within 14 days after the delivery of the
distribution package to the City.
a.The meeting will be scheduled and administered by the City.
2. The Project Representative will preside at the meeting, prepare the notes of the
meeting and distribute copies of same to all participants who so request by fully
completing the attendance form to be circulated at the beginning of the meeting.
3. Attendance shall include:
a.Developer and Consultant
b. Contractor's project manager
c.Contractor's superintendent
d. Any subcontractor or supplier representatives whom the Contractor may desire
to invite or the City may request
01 31 19 - 2
DAP PRECONSTRUCTION MEETING
Page 2 of 3
e.Other City representatives
f.Others as appropriate
4. Preliminary Agenda may include:
a.Introduction of Project Personnel
b. General Description of Project
c.Status of right-of-way, utility clearances, easements or other pertinent permits
d.Contractor’s work plan and schedule
e.Contract Time
f.Notice to Proceed
g.Construction Staking
h. Progress Payments
i.Extra Work and Change Order Procedures
j.Field Orders
k.Disposal Site Letter for Waste Material
l.Insurance Renewals
m.Payroll Certification
n. Material Certifications and Quality Control Testing
o. Public Safety and Convenience
p. Documentation of Pre-Construction Conditions
q. Weekend Work Notification
r.Legal Holidays
s.Trench Safety Plans
t.Confined Space Entry Standards
u.Coordination with the City’s representative for operations of existing water
systems
v.Storm Water Pollution Prevention Plan
w.Coordination with other Contractors
x. Early Warning System
y.Contractor Evaluation
z.Special Conditions applicable to the project
aa. Damages Claims
bb. Submittal Procedures
cc.Substitution Procedures
dd. Correspondence Routing
ee. Record Drawings
ff. Temporary construction facilities
gg. MBE/SBE procedures
hh. Final Acceptance
ii.Final Payment
jj. Questions or Comments
CITY OF FORT WORTH IPRC21-0104-Walsh Ranch - Quail Valley Village Residential
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised August 23, 2013
Water, Sewer, Storm & Paving Improvements
City Project No. 103494
01 31 19 - 3
DAP PRECONSTRUCTION MEETING
Page 3 of 3
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
CITY OF FORT WORTH IPRC21-0104-Walsh Ranch - Quail Valley Village Residential
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised August 23, 2013
Water, Sewer, Storm & Paving Improvements
City Project No. 103494
01 32 33 - 1
DAP PRECONSTRUCTION VIDEO
Page 1 of 2
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]
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
Walsh Ranch - Quail Valley-Village Residential
City Project No. 103846
01 32 33 - 2
DAP PRECONSTRUCTION VIDEO
Page 2 of 2
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
Walsh Ranch - Quail Valley-Village Residential
City Project No. 103846
01 33 00 - 1
DAP SUBMITTALS
Page 1 of 8
CITY OF FORT WORTH Walsh Ranch - Quail Valley Village Residential
City Project No. 103846STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
SECTION 01 33 00
DAP SUBMITTALS
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1. General methods and requirements of submissions applicable to the following
Work-related submittals:
a.Shop Drawings
b. Product Data (including Standard Product List submittals)
c.Samples
d. Mock Ups
B.Deviations from this City of Fort Worth Standard Specification
1. None.
C.Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2.Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A.Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A.Coordination
1. Notify the City in writing, at the time of submittal, of any deviations in the
submittals from the requirements of the Contract Documents.
2.Coordination of Submittal Times
a.Prepare, prioritize and transmit each submittal sufficiently in advance of
performing the related Work or other applicable activities, or within the time
specified in the individual Work Sections, of the Specifications.
b. Contractor is responsible such that the installation will not be delayed by
processing times including, but not limited to:
a)Disapproval and resubmittal (if required)
b) Coordination with other submittals
c)Testing
d) Purchasing
e)Fabrication
f)Delivery
g)Similar sequenced activities
c.No extension of time will be authorized because of the Contractor's failure to
transmit submittals sufficiently in advance of the Work.
01 33 00 - 2
DAP SUBMITTALS
Page 2 of 8
d. Make submittals promptly in accordance with approved schedule, and in such
sequence as to cause no delay in the Work or in the work of any other
contractor.
B.Submittal Numbering
1. When submitting shop drawings or samples, utilize a 9-character submittal cross-
reference identification numbering system in the following manner:
a.Use the first 6 digits of the applicable Specification Section Number.
b. For the next 2 digits number use numbers 01-99 to sequentially number each
initial separate item or drawing submitted under each specific Section number.
c.Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e.
A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical
submittal number would be as follows:
03 30 00-08-B
1) 03 30 00 is the Specification Section for Concrete
2) 08 is the eighth initial submittal under this Specification Section
3) B is the third submission (second resubmission) of that particular shop
drawing
C.Contractor Certification
1. Review shop drawings, product data and samples, including those by
subcontractors, prior to submission to determine and verify the following:
a.Field measurements
b. Field construction criteria
c.Catalog numbers and similar data
d. Conformance with the Contract Documents
2. Provide each shop drawing, sample and product data submitted by the Contractor
with a Certification Statement affixed including:
a.The Contractor's Company name
b. Signature of submittal reviewer
c.Certification Statement
1)“By this submittal, I hereby represent that I have determined and verified
field measurements, field construction criteria, materials, dimensions,
catalog numbers and similar data and I have checked and coordinated each
item with other applicable approved shop drawings."
D.Submittal Format
1. Fold shop drawings larger than 8 ½ inches x 11 inches to 8 ½ inches x 11inches.
2. Bind shop drawings and product data sheets together.
3. Order
a.Cover Sheet
1) Description of Packet
2) Contractor Certification
b. List of items / Table of Contents
c.Product Data /Shop Drawings/Samples /Calculations
E.Submittal Content
1. The date of submission and the dates of any previous submissions
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31,
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
01 33 00 - 3
DAP SUBMITTALS
Page 3 of 8
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
2. The Project title and number
3. Contractor identification
4. The names of:
a.Contractor
b. Supplier
c.Manufacturer
5. Identification of the product, with the Specification Section number, page and
paragraph(s)
6. Field dimensions, clearly identified as such
7. Relation to adjacent or critical features of the Work or materials
8. Applicable standards, such as ASTM or Federal Specification numbers
9. Identification by highlighting of deviations from Contract Documents
10. Identification by highlighting of revisions on resubmittals
11. An 8-inch x 3-inch blank space for Contractor and City stamps
F.Shop Drawings
1. As specified in individual Work Sections includes, but is not necessarily limited to:
a.Custom-prepared data such as fabrication and erection/installation (working)
drawings
b. Scheduled information
c.Setting diagrams
d. Actual shopwork manufacturing instructions
e.Custom templates
f.Special wiring diagrams
g.Coordination drawings
h. Individual system or equipment inspection and test reports including:
1) Performance curves and certifications
i.As applicable to the Work
2. Details
a.Relation of the various parts to the main members and lines of the structure
b. Where correct fabrication of the Work depends upon field measurements
1) Provide such measurements and note on the drawings prior to submitting
for approval.
G.Product Data
1. For submittals of product data for products included on the City’s Standard Product
List, clearly identify each item selected for use on the Project.
2. For submittals of product data for products not included on the City’s Standard
Product List, submittal data may include, but is not necessarily limited to:
a.Standard prepared data for manufactured products (sometimes referred to as
catalog data)
1) Such as the manufacturer's product specification and installation
instructions
2) Availability of colors and patterns
3) Manufacturer's printed statements of compliances and applicability
4) Roughing-in diagrams and templates
5) Catalog cuts
6) Product photographs
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
01 33 00 - 4
DAP SUBMITTALS
Page 4 of 8
7)Standard wiring diagrams
8) Printed performance curves and operational-range diagrams
9) Production or quality control inspection and test reports and certifications
10) Mill reports
11) Product operating and maintenance instructions and recommended
spare-parts listing and printed product warranties
12) As applicable to the Work
H.Samples
1.As specified in individual Sections, include, but are not necessarily limited to:
a.Physical examples of the Work such as:
1) Sections of manufactured or fabricated Work
2) Small cuts or containers of materials
3) Complete units of repetitively used products color/texture/pattern swatches
and range sets
4) Specimens for coordination of visual effect
5) Graphic symbols and units of Work to be used by the City for independent
inspection and testing, as applicable to the Work
I.Do not start Work requiring a shop drawing, sample or product data nor any material to
be fabricated or installed prior to the approval or qualified approval of such item.
1. Fabrication performed, materials purchased or on-site construction accomplished
which does not conform to approved shop drawings and data is at the Contractor's
risk.
2. The City will not be liable for any expense or delay due to corrections or remedies
required to accomplish conformity.
3. Complete project Work, materials, fabrication, and installations in conformance
with approved shop drawings, applicable samples, and product data.
J.Submittal Distribution
1. Electronic Distribution
a.Confirm development of Project directory for electronic submittals to be
uploaded to City’s Buzzsaw site, or another external FTP site approved by the
City.
b. Shop Drawings
1) Upload submittal to designated project directory and notify appropriate
City representatives via email of submittal posting.
2) Hard Copies
a)3 copies for all submittals
b) If Contractor requires more than 1 hard copy of Shop Drawings
returned, Contractor shall submit more than the number of copies listed
above.
c.Product Data
1) Upload submittal to designated project directory and notify appropriate
City representatives via email of submittal posting.
2) Hard Copies
a)3 copies for all submittals
d. Samples
1) Distributed to the Project Representative
2. Hard Copy Distribution (if required in lieu of electronic distribution)
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
01 33 00 - 5
DAP SUBMITTALS
Page 5 of 8
a.Shop Drawings
1) Distributed to the City
2) Copies
a)8 copies for mechanical submittals
b) 7 copies for all other submittals
c)If Contractor requires more than 3 copies of Shop Drawings returned,
Contractor shall submit more than the number of copies listed above.
b. Product Data
1) Distributed to the City
2) Copies
a)4 copies
c.Samples
1) Distributed to the Project Representative
2) Copies
a)Submit the number stated in the respective Specification Sections.
3. Distribute reproductions of approved shop drawings and copies of approved
product data and samples, where required, to the job site file and elsewhere as
directed by the City.
a.Provide number of copies as directed by the City but not exceeding the number
previously specified.
K.Submittal Review
1.The review of shop drawings, data and samples will be for general conformance
with the design concept and Contract Documents. This is not to be construed as:
a.Permitting any departure from the Contract requirements
b. Relieving the Contractor of responsibility for any errors, including details,
dimensions, and materials
c.Approving departures from details furnished by the City, except as otherwise
provided herein
2. The review and approval of shop drawings, samples or product data by the City
does not relieve the Contractor from his/her responsibility with regard to the
fulfillment of the terms of the Contract.
a.All risks of error and omission are assumed by the Contractor, and the City will
have no responsibility therefore.
3. The Contractor remains responsible for details and accuracy, for coordinating the
Work with all other associated work and trades, for selecting fabrication processes,
for techniques of assembly and for performing Work in a safe manner.
4. If the shop drawings, data or samples as submitted describe variations and show a
departure from the Contract requirements which City finds to be in the interest of
the City and to be so minor as not to involve a change in Contract Price or time for
performance, the City may return the reviewed drawings without noting an
exception.
5. Submittals will be returned to the Contractor under 1 of the following codes:
a.Code 1
1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or
comments on the submittal.
a)When returned under this code the Contractor may release the
equipment and/or material for manufacture.
b. Code 2
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
01 33 00 - 6
DAP SUBMITTALS
Page 6 of 8
1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of
the notations and comments IS NOT required by the Contractor.
a)The Contractor may release the equipment or material for manufacture;
however, all notations and comments must be incorporated into the
final product.
c.Code 3
1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is
assigned when notations and comments are extensive enough to require a
resubmittal of the package.
a)The Contractor may release the equipment or material for manufacture;
however, all notations and comments must be incorporated into the
final product.
b) This resubmittal is to address all comments, omissions and
non-conforming items that were noted.
c)Resubmittal is to be received by the City within 15 Calendar Days of
the date of the City's transmittal requiring the resubmittal.
d. Code 4
1) "NOT APPROVED" is assigned when the submittal does not meet the
intent of the Contract Documents.
a)The Contractor must resubmit the entire package revised to bring the
submittal into conformance.
b) It may be necessary to resubmit using a different manufacturer/vendor
to meet the Contract Documents.
6. Resubmittals
a.Handled in the same manner as first submittals
1) Corrections other than requested by the City
2) Marked with revision triangle or other similar method
a)At Contractor’s risk if not marked
b. Submittals for each item will be reviewed no more than twice at the City’s
expense.
1) All subsequent reviews will be performed at times convenient to the City
and at the Contractor's expense, based on the City's or City
Representative’s then prevailing rates.
2) Provide Contractor reimbursement to the City within 30 Calendar Days for
all such fees invoiced by the City.
c.The need for more than 1 resubmission or any other delay in obtaining City's
review of submittals, will not entitle the Contractor to an extension of Contract
Time.
7. Partial Submittals
a.City reserves the right to not review submittals deemed partial, at the City’s
discretion.
b. Submittals deemed by the City to be not complete will be returned to the
Contractor, and will be considered "Not Approved" until resubmitted.
c.The City may at its option provide a list or mark the submittal directing the
Contractor to the areas that are incomplete.
8. If the Contractor considers any correction indicated on the shop drawings to
constitute a change to the Contract Documents, then written notice must be
provided thereof to the Developer at least 7 Calendar Days prior to release for
manufacture.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
01 33 00 - 7
DAP SUBMITTALS
Page 7 of 8
9. When the shop drawings have been completed to the satisfaction of the City, the
Contractor may carry out the construction in accordance therewith and no further
changes therein except upon written instructions from the City.
10. Each submittal, appropriately coded, will be returned within 30 Calendar Days
following receipt of submittal by the City.
L.Mock ups
1. Mock Up units as specified in individual Sections, include, but are not necessarily
limited to, complete units of the standard of acceptance for that type of Work to be
used on the Project. Remove at the completion of the Work or when directed.
M.Qualifications
1. If specifically required in other Sections of these Specifications, submit a P.E.
Certification for each item required.
N.Request for Information (RFI)
1. Contractor Request for additional information
a.Clarification or interpretation of the contract documents
b. When the Contractor believes there is a conflict between Contract Documents
c.When the Contractor believes there is a conflict between the Drawings and
Specifications
1) Identify the conflict and request clarification
2. Sufficient information shall be attached to permit a written response without further
information.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
01 33 00 - 8
DAP SUBMITTALS
Page 8 of 8
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
01 35 13 - 1
DAP SPECIAL PROJECT PROCEDURES
Page 1 of 7
CITY OF FORT WORTH Walsh Ranch - Quail Valley Village Residential
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS City Project No. 103846
Revised August 30, 2013
SECTION 01 35 13 1
SPECIAL PROJECT PROCEDURES 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. The procedures for special project circumstances that includes, but is not limited to: 6
a. Coordination with the Texas Department of Transportation 7
b. Work near High Voltage Lines 8
c. Confined Space Entry Program 9
d. Air Pollution Watch Days 10
e. Use of Explosives, Drop Weight, Etc. 11
f. Water Department Notification 12
g. Public Notification Prior to Beginning Construction 13
h. Coordination with United States Army Corps of Engineers 14
i. Coordination within Railroad permits areas 15
j. Dust Control 16
k. Employee Parking 17
B. Deviations from this City of Fort Worth Standard Specification 18
1. None. 19
C. Related Specification Sections include, but are not necessarily limited to: 20
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the 21
Contract 22
2. Division 1 – General Requirements 23
3. Section 33 12 25 – Connection to Existing Water Mains 24
25
1.2 REFERENCES 26
A. Reference Standards 27
1. Reference standards cited in this Specification refer to the current reference 28
standard published at the time of the latest revision date logged at the end of this 29
Specification, unless a date is specifically cited. 30
2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 31
High Voltage Overhead Lines. 32
3. North Central Texas Council of Governments (NCTCOG) – Clean Construction 33
Specification 34
1.3 ADMINISTRATIVE REQUIREMENTS 35
A. Coordination with the Texas Department of Transportation 36
1. When work in the right-of-way which is under the jurisdiction of the Texas 37
Department of Transportation (TxDOT): 38
01 35 13 - 2
DAP SPECIAL PROJECT PROCEDURES
Page 2 of 7
CITY OF FORT WORTH Walsh Ranch - Quail Valley Village Residential
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS City Project No. 103846
Revised August 30, 2013
a. Notify the Texas Department of Transportation prior to commencing any work 1
therein in accordance with the provisions of the permit 2
b. All work performed in the TxDOT right-of-way shall be performed in 3
compliance with and subject to approval from the Texas Department of 4
Transportation 5
B. Work near High Voltage Lines 6
1. Regulatory Requirements 7
a. All Work near High Voltage Lines (more than 600 volts measured between 8
conductors or between a conductor and the ground) shall be in accordance with 9
Health and Safety Code, Title 9, Subtitle A, Chapter 752. 10
2. Warning sign 11
a. Provide sign of sufficient size meeting all OSHA requirements. 12
3. Equipment operating within 10 feet of high voltage lines will require the following 13
safety features 14
a. Insulating cage-type of guard about the boom or arm 15
b. Insulator links on the lift hook connections for back hoes or dippers 16
c. Equipment must meet the safety requirements as set forth by OSHA and the 17
safety requirements of the owner of the high voltage lines 18
4. Work within 6 feet of high voltage electric lines 19
a. Notification shall be given to: 20
1) The power company (example: ONCOR) 21
a) Maintain an accurate log of all such calls to power company and record 22
action taken in each case. 23
b. Coordination with power company 24
1) After notification coordinate with the power company to: 25
a) Erect temporary mechanical barriers, de-energize the lines, or raise or 26
lower the lines 27
c. No personnel may work within 6 feet of a high voltage line before the above 28
requirements have been met. 29
C. Confined Space Entry Program 30
1. Provide and follow approved Confined Space Entry Program in accordance with 31
OSHA requirements. 32
2. Confined Spaces include: 33
a. Manholes 34
b. All other confined spaces in accordance with OSHA’s Permit Required for 35
Confined Spaces 36
D. Use of Explosives, Drop Weight, Etc. 37
1. When Contract Documents permit on the project the following will apply: 38
a. Public Notification 39
1) Submit notice to City and proof of adequate insurance coverage, 24 hours 40
prior to commencing. 41
2) Minimum 24 hour public notification in accordance with Section 01 31 13 42
E. Water Department Coordination 43
01 35 13 - 3
DAP SPECIAL PROJECT PROCEDURES
Page 3 of 7
CITY OF FORT WORTH Walsh Ranch - Quail Valley Village Residential
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS City Project No. 103846
Revised August 30, 2013
1. During the construction of this project, it will be necessary to deactivate, for a 1
period of time, existing lines. The Contractor shall be required to coordinate with 2
the Water Department to determine the best times for deactivating and activating 3
those lines. 4
2. Coordinate any event that will require connecting to or the operation of an existing 5
City water line system with the City’s representative. 6
a. Coordination shall be in accordance with Section 33 12 25. 7
b. If needed, obtain a hydrant water meter from the Water Department for use 8
during the life of named project. 9
c. In the event that a water valve on an existing live system be turned off and on 10
to accommodate the construction of the project is required, coordinate this 11
activity through the appropriate City representative. 12
1) Do not operate water line valves of existing water system. 13
a) Failure to comply will render the Contractor in violation of Texas Penal 14
Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 15
will be prosecuted to the full extent of the law. 16
b) In addition, the Contractor will assume all liabilities and 17
responsibilities as a result of these actions. 18
F. Public Notification Prior to Beginning Construction 19
1. Prior to beginning construction on any block in the project, on a block by block 20
basis, prepare and deliver a notice or flyer of the pending construction to the front 21
door of each residence or business that will be impacted by construction. The 22
notice shall be prepared as follows: 23
a. Post notice or flyer 7 days prior to beginning any construction activity on each 24
block in the project area. 25
1) Prepare flyer on the Contractor’s letterhead and include the following 26
information: 27
a) Name of Project 28
b) City Project No (CPN) 29
c) Scope of Project (i.e. type of construction activity) 30
d) Actual construction duration within the block 31
e) Name of the contractor’s foreman and phone number 32
f) Name of the City’s inspector and phone number 33
g) City’s after-hours phone number 34
2) A sample of the ‘pre-construction notification’ flyer is attached as Exhibit 35
A. 36
3) Submit schedule showing the construction start and finish time for each 37
block of the project to the inspector. 38
4) Deliver flyer to the City Inspector for review prior to distribution. 39
b. No construction will be allowed to begin on any block until the flyer is 40
delivered to all residents of the block. 41
G. Public Notification of Temporary Water Service Interruption during Construction 42
1. In the event it becomes necessary to temporarily shut down water service to 43
residents or businesses during construction, prepare and deliver a notice or flyer of 44
the pending interruption to the front door of each affected resident. 45
2. Prepared notice as follows: 46
01 35 13 - 4
DAP SPECIAL PROJECT PROCEDURES
Page 4 of 7
CITY OF FORT WORTH Walsh Ranch - Quail Valley Village Residential
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS City Project No. 103846
Revised August 30, 2013
a. The notification or flyer shall be posted 24 hours prior to the temporary 1
interruption. 2
b. Prepare flyer on the contractor’s letterhead and include the following 3
information: 4
1) Name of the project 5
2) City Project Number 6
3) Date of the interruption of service 7
4) Period the interruption will take place 8
5) Name of the contractor’s foreman and phone number 9
6) Name of the City’s inspector and phone number 10
c. A sample of the temporary water service interruption notification is attached as 11
Exhibit B. 12
d. Deliver a copy of the temporary interruption notification to the City inspector 13
for review prior to being distributed. 14
e. No interruption of water service can occur until the flyer has been delivered to 15
all affected residents and businesses. 16
f. Electronic versions of the sample flyers can be obtained from the Project 17
Construction Inspector. 18
H. Coordination with United States Army Corps of Engineers (USACE) 19
1. At locations in the Project where construction activities occur in areas where 20
USACE permits are required, meet all requirements set forth in each designated 21
permit. 22
I. Coordination within Railroad Permit Areas 23
1. At locations in the project where construction activities occur in areas where 24
railroad permits are required, meet all requirements set forth in each designated 25
railroad permit. This includes, but is not limited to, provisions for: 26
a. Flagmen 27
b. Inspectors 28
c. Safety training 29
d. Additional insurance 30
e. Insurance certificates 31
f. Other employees required to protect the right-of-way and property of the 32
Railroad Company from damage arising out of and/or from the construction of 33
the project. Proper utility clearance procedures shall be used in accordance 34
with the permit guidelines. 35
2. Obtain any supplemental information needed to comply with the railroad’s 36
requirements. 37
J. Dust Control 38
1. Use acceptable measures to control dust at the Site. 39
a. If water is used to control dust, capture and properly dispose of waste water. 40
b. If wet saw cutting is performed, capture and properly dispose of slurry. 41
K. Employee Parking 42
1. Provide parking for employees at locations approved by the City. 43
01 35 13 - 5
DAP SPECIAL PROJECT PROCEDURES
Page 5 of 7
CITY OF FORT WORTH Walsh Ranch - Quail Valley Village Residential
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS City Project No. 103846
Revised August 30, 2013
1.4 SUBMITTALS [NOT USED] 1
1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2
1.6 CLOSEOUT SUBMITTALS [NOT USED] 3
1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4
1.8 QUALITY ASSURANCE [NOT USED] 5
1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6
1.10 FIELD [SITE] CONDITIONS [NOT USED] 7
1.11 WARRANTY [NOT USED] 8
PART 2 - PRODUCTS [NOT USED] 9
PART 3 - EXECUTION [NOT USED] 10
END OF SECTION 11
12
Revision Log
DATE NAME SUMMARY OF CHANGE
8/31/2012 D. Johnson
1.3.B – Added requirement of compliance with Health and Safety Code, Title 9.
Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines.
13
01 35 13 - 6
DAP SPECIAL PROJECT PROCEDURES
Page 6 of 7
CITY OF FORT WORTH Walsh Ranch - Quail Valley Village Residential
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS City Project No. 103846
Revised August 30, 2013
EXHIBIT A 1
(To be printed on Contractor’s Letterhead) 2
3
4
5
Date: 6
7
CPN No.: 103846 8
Project Name: 9
Mapsco Location: 10
Limits of Construction: 11
12
13
14 15
16
THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT 17
WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR 18
PROPERTY. 19
20
CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE 21
OF THIS NOTICE. 22
23
IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER 24
ISSUE, PLEASE CALL: 25
26
27
Mr. <CONTRACTOR’S SUPERINTENDENT> AT <TELEPHONE NO.> 28
29
OR 30
31
Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> 32
33
AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 34
35
PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL 36
37
01 35 13 - 7
DAP SPECIAL PROJECT PROCEDURES
Page 7 of 7
CITY OF FORT WORTH Walsh Ranch - Quail Valley Village Residential
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS City Project No. 103846
Revised August 30, 2013
EXHIBIT B 1
2
3
4
01 45 23
DAP TESTING AND INSPECTION SERVICES
Page 1 of 2
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised March 20, 2020
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
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
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.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised March 20, 2020
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
01 50 00 - 1
DAP TEMPORARY FACILITIES AND CONTROLS
Page 1 of 4
CITY OF FORT WORTH Walsh Ranch - Quail Valley Village Residential
City Project No. 103846STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised March 20, 2020
SECTION 01 50 00
TEMPORARY FACILITIES AND CONTROLS
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1. Provide temporary facilities and controls needed for the Work including, but not
necessarily limited to:
a.Temporary utilities
b. Sanitary facilities
c.Storage Sheds and Buildings
d. Dust control
e.Temporary fencing of the construction site
B.Deviations from this City of Fort Worth Standard Specification
1. None.
C.Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2.Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A.Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A.Temporary Utilities
1. Obtaining Temporary Service
a.Make arrangements with utility service companies for temporary services.
b. Abide by rules and regulations of utility service companies or authorities
having jurisdiction.
c.Be responsible for utility service costs until Work is approved for Final
Acceptance.
1) Included are fuel, power, light, heat and other utility services necessary for
execution, completion, testing and initial operation of Work.
2. Water
a.Contractor to provide water required for and in connection with Work to be
performed and for specified tests of piping, equipment, devices or other use as
required for the completion of the Work.
b. Provide and maintain adequate supply of potable water for domestic
consumption by Contractor personnel and City’s Project Representatives.
c.Coordination
1) Contact City 1 week before water for construction is desired
01 50 00 - 2
DAP TEMPORARY FACILITIES AND CONTROLS
Page 2 of 4
d. Contractor Payment for Construction Water
1) Obtain construction water meter from City for payment as billed by City’s
established rates.
3. Electricity and Lighting
a.Provide and pay for electric powered service as required for Work, including
testing of Work.
1) Provide power for lighting, operation of equipment, or other use.
b. Electric power service includes temporary power service or generator to
maintain operations during scheduled shutdown.
4. Telephone
a.Provide emergency telephone service at Site for use by Contractor personnel
and others performing work or furnishing services at Site.
5. Temporary Heat and Ventilation
a.Provide temporary heat as necessary for protection or completion of Work.
b. Provide temporary heat and ventilation to assure safe working conditions.
B.Sanitary Facilities
1. Provide and maintain sanitary facilities for persons on Site.
a.Comply with regulations of State and local departments of health.
2. Enforce use of sanitary facilities by construction personnel at job site.
a.Enclose and anchor sanitary facilities.
b. No discharge will be allowed from these facilities.
c.Collect and store sewage and waste so as not to cause nuisance or health
problem.
d. Haul sewage and waste off-site at no less than weekly intervals and properly
dispose in accordance with applicable regulation.
3. Locate facilities near Work Site and keep clean and maintained throughout Project.
4. Remove facilities at completion of Project
C.Storage Sheds and Buildings
1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor
above ground level for materials and equipment susceptible to weather damage.
2. Storage of materials not susceptible to weather damage may be on blocks off
ground.
3. Store materials in a neat and orderly manner.
a.Place materials and equipment to permit easy access for identification,
inspection and inventory.
4. Equip building with lockable doors and lighting, and provide electrical service for
equipment space heaters and heating or ventilation as necessary to provide storage
environments acceptable to specified manufacturers.
5. Fill and grade site for temporary structures to provide drainage away from
temporary and existing buildings.
6. Remove building from site prior to Final Acceptance.
D.Temporary Fencing
1. Provide and maintain for the duration or construction when required in contract
documents
E.Dust Control
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised March 20, 2020
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
01 50 00 - 3
DAP TEMPORARY FACILITIES AND CONTROLS
Page 3 of 4
1. Contractor is responsible for maintaining dust control through the duration of the
project.
a.Contractor remains on-call at all times
b. Must respond in a timely manner
F.Temporary Protection of Construction
1. Contractor or subcontractors are responsible for protecting Work from damage due
to weather.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 INSTALLATION
A.Temporary Facilities
1. Maintain all temporary facilities for duration of construction activities as needed.
3.5 [REPAIR] / [RESTORATION]
3.6 RE-INSTALLATION
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES
A.Temporary Facilities
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised March 20, 2020
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
01 50 00 - 4
DAP TEMPORARY FACILITIES AND CONTROLS
Page 4 of 4
1. Remove all temporary facilities and restore area after completion of the Work, to a
condition equal to or better than prior to start of Work.
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised March 20, 2020
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
01 55 26 - 1
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 1 of 3
CITY OF FORT W
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised July 1, 2011
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
SECTION 01 55 26
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1. Administrative procedures for:
a.Street Use Permit
b. Modification of approved traffic control
c.Removal of Street Signs
B.Deviations from this City of Fort Worth Standard Specification
1. None.
C.Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
3. Section 34 71 13 – Traffic Control
1.2 PRICE AND PAYMENT PROCEDURES
A.Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES
A.Reference Standards
1. Reference standards cited in this specification refer to the current reference standard
published at the time of the latest revision date logged at the end of this
specification, unless a date is specifically cited.
2. Texas Manual on Uniform Traffic Control Devices (TMUTCD).
1.4 ADMINISTRATIVE REQUIREMENTS
A.Traffic Control
1. General
a.When traffic control plans are included in the Drawings, provide Traffic
Control in accordance with Drawings and Section 34 71 13.
b. When traffic control plans are not included in the Drawings, prepare traffic
control plans in accordance with Section 34 71 13 and submit to City for
review.
1) Allow minimum 10 working days for review of proposed Traffic Control.
B.Street Use Permit
1. Prior to installation of Traffic Control, a City Street Use Permit is required.
a.To obtain Street Use Permit, submit Traffic Control Plans to City
Transportation and Public Works Department.
01 55 26 - 2
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 2 of 3
1) Allow a minimum of 5 working days for permit review.
2)Contractor’s responsibility to coordinate review of Traffic Control plans for
Street Use Permit, such that construction is not delayed.
C.Modification to Approved Traffic Control
1. Prior to installation traffic control:
a.Submit revised traffic control plans to City Department Transportation and
Public Works Department.
1) Revise Traffic Control plans in accordance with Section 34 71 13.
2) Allow minimum 5 working days for review of revised Traffic Control.
3) It is the Contractor’s responsibility to coordinate review of Traffic Control
plans for Street Use Permit, such that construction is not delayed.
D.Removal of Street Sign
1. If it is determined that a street sign must be removed for construction, then contact
City Transportation and Public Works Department, Signs and Markings Division to
remove the sign.
E.Temporary Signage
1. In the case of regulatory signs, replace permanent sign with temporary sign meeting
requirements of the latest edition of the Texas Manual on Uniform Traffic Control
Devices (MUTCD).
2. Install temporary sign before the removal of permanent sign.
3. When construction is complete, to the extent that the permanent sign can be
reinstalled, contact the City Transportation and Public Works Department, Signs
and Markings Division, to reinstall the permanent sign.
F.Traffic Control Standards
1. Traffic Control Standards can be found on the City’s Buzzsaw website.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
CITY OF FORT W
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised July 1, 2011
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
01 55 26 - 3
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 3 of 3
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT W
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised July 1, 2011
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
01 57 13 - 1
DAP STORM WATER POLLUTION PREVENTION
Page 1 of 3
CITY OF FORT WORTH Walsh Ranch - Quail Valley Village Residential
City Project No. 103846STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised March 20, 2020
SECTION 01 57 13
STORM WATER POLLUTION PREVENTION
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1. Procedures for Storm Water Pollution Prevention Plans
B.Deviations from this City of Fort Worth Standard Specification
1. None.
C.Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the
Contract
2. Division 1 – General Requirements
3. Section 31 25 00 – Erosion and Sediment Control
1.2 PRICE AND PAYMENT PROCEDURES
A.Measurement and Payment
1. Construction Activities resulting in less than 1 acre of disturbance
a.Work associated with this Item is considered subsidiary to the various Items
bid. No separate payment will be allowed for this Item.
2. Construction Activities resulting in greater than 1 acre of disturbance
a.Measurement and Payment shall be in accordance with Section 31 25 00.
1.3 REFERENCES
A.Abbreviations and Acronyms
1. Notice of Intent: NOI
2. Notice of Termination: NOT
3. Storm Water Pollution Prevention Plan: SWPPP
4. Texas Commission on Environmental Quality: TCEQ
5. Notice of Change: NOC
A.Reference Standards
1. Reference standards cited in this Specification refer to the current reference
standard published at the time of the latest revision date logged at the end of this
Specification, unless a date is specifically cited.
2. Integrated Storm Management (iSWM) Technical Manual for Construction
Controls
1.4 ADMINISTRATIVE REQUIREMENTS
A.General
1. Contractor is responsible for resolution and payment of any fines issued associated
with compliance to Stormwater Pollution Prevention Plan.
01 57 13 - 2
DAP STORM WATER POLLUTION PREVENTION
Page 2 of 3
B.Construction Activities resulting in:
1. Less than 1 acre of disturbance
a.Provide erosion and sediment control in accordance with Section 31 25 00 and
Drawings.
2. 1 to less than 5 acres of disturbance
a.Texas Pollutant Discharge Elimination System (TPDES) General Construction
Permit is required
b. Complete SWPPP in accordance with TCEQ requirements
1) TCEQ Small Construction Site Notice Required under general permit
TXR150000
a)Sign and post at job site
b) Prior to Preconstruction Meeting, send 1 copy to City Department of
Transportation and Public Works, Environmental Division, (817) 392-
6088.
2) Provide erosion and sediment control in accordance with:
a)Section 31 25 00
b) The Drawings
c)TXR150000 General Permit
d) SWPPP
e)TCEQ requirements
3. 5 acres or more of Disturbance
a.Texas Pollutant Discharge Elimination System (TPDES) General Construction
Permit is required
b. Complete SWPPP in accordance with TCEQ requirements
1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee
a)Sign and post at job site
b) Send copy to City Department of Transportation and Public Works,
Environmental Division, (817) 392-6088.
2) TCEQ Notice of Change required if making changes or updates to NOI
3) Provide erosion and sediment control in accordance with:
a)Section 31 25 00
b) The Drawings
c)TXR150000 General Permit
d) SWPPP
e)TCEQ requirements
4) Once the project has been completed and all the closeout requirements of
TCEQ have been met a TCEQ Notice of Termination can be submitted.
a)Send copy to City Department of Transportation and Public Works,
Environmental Division, (817) 392-6088.
1.5 SUBMITTALS
A.SWPPP
1. Submit in accordance with Section 01 33 00, except as stated herein.
a.Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City
as follows:
1) 1 copy to the City Project Manager
a)City Project Manager will forward to the City Department of
Transportation and Public Works, Environmental Division for review
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised March 20, 2020
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
01 57 13 - 3
DAP STORM WATER POLLUTION PREVENTION
Page 3 of 3
B.Modified SWPPP
1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City
in accordance with Section 01 33 00.
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised March 20, 2020
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
01 60 00
DAP PRODUCT REQUIREMENTS
Page 1 of 2
CITY OF FORT WORTH Walsh Ranch - Quail Valley Village Residential
City Project No. 103846STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
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
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.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
01 66 00 - 1
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 1 of 4
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
SECTION 01 66 00
PRODUCT STORAGE AND HANDLING REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1. Scheduling of product delivery
2. Packaging of products for delivery
3. Protection of products against damage from:
a.Handling
b. Exposure to elements or harsh environments
B.Deviations from this City of Fort Worth Standard Specification
1. None.
C.Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2.Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A.Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS [NOT USED]
1.6 ACTION 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 AND HANDLING
A.Delivery Requirements
1. Schedule delivery of products or equipment as required to allow timely installation
and to avoid prolonged storage.
2. Provide appropriate personnel and equipment to receive deliveries.
3. Delivery trucks will not be permitted to wait extended periods of time on the Site
for personnel or equipment to receive the delivery.
01 66 00 - 2
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 2 of 4
4. Deliver products or equipment in manufacturer's original unbroken cartons or other
containers designed and constructed to protect the contents from physical or
environmental damage.
5. Clearly and fully mark and identify as to manufacturer, item and installation
location.
6. Provide manufacturer's instructions for storage and handling.
B.Handling Requirements
1. Handle products or equipment in accordance with these Contract Documents and
manufacturer’s recommendations and instructions.
C.Storage Requirements
1.Store materials in accordance with manufacturer’s recommendations and
requirements of these Specifications.
2. Make necessary provisions for safe storage of materials and equipment.
a.Place loose soil materials and materials to be incorporated into Work to prevent
damage to any part of Work or existing facilities and to maintain free access at
all times to all parts of Work and to utility service company installations in
vicinity of Work.
3. Keep materials and equipment neatly and compactly stored in locations that will
cause minimum inconvenience to other contractors, public travel, adjoining owners,
tenants and occupants.
a.Arrange storage to provide easy access for inspection.
4. Restrict storage to areas available on construction site for storage of material and
equipment as shown on Drawings, or approved by City’s Project Representative.
5. Provide off-site storage and protection when on-site storage is not adequate.
a.Provide addresses of and access to off-site storage locations for inspection by
City’s Project Representative.
6. Do not use lawns, grass plots or other private property for storage purposes without
written permission of owner or other person in possession or control of premises.
7.Store in manufacturers’ unopened containers.
8. Neatly, safely and compactly stack materials delivered and stored along line of
Work to avoid inconvenience and damage to property owners and general public
and maintain at least 3 feet from fire hydrant.
9. Keep public and private driveways and street crossings open.
10. Repair or replace damaged lawns, sidewalks, streets or other improvements to
satisfaction of City’s Project Representative.
a.Total length which materials may be distributed along route of construction at
one time is 1,000 linear feet, unless otherwise approved in writing by City’s
Project Representative.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
01 66 00 - 3
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 3 of 4
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 ERECTION [NOT USED]
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL
A.Tests and Inspections
1. Inspect all products or equipment delivered to the site prior to unloading.
B.Non-Conforming Work
1. Reject all products or equipment that are damaged, used or in any other way
unsatisfactory for use on the project.
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION
A.Protect all products or equipment in accordance with manufacturer's written directions.
B.Store products or equipment in location to avoid physical damage to items while in
storage.
C.Protect equipment from exposure to elements and keep thoroughly dry if required by
the manufacturer.
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
01 66 00 - 4
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 4 of 4
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
01 70 00 - 1
DAP MOBILIZATION AND REMOBILIZATION
Page 1 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised April 7, 2014
Walsh Ranch – Quail Valley Village Residential
City Project No. 103846
SECTION 01 70 00
MOBILIZATION AND REMOBILIZATION
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Mobilization and Demobilization
a. Mobilization
1) Transportation of Contractor’s personnel, equipment, and operating supplies
to the Site
2) Establishment of necessary general facilities for the Contractor’s operation
at the Site
3) Premiums paid for performance and payment bonds
4) Transportation of Contractor’s personnel, equipment, and operating supplies
to another location within the designated Site
5) Relocation of necessary general facilities for the Contractor’s operation
from 1 location to another location on the Site.
b. Demobilization
1) Transportation of Contractor’s personnel, equipment, and operating supplies
away from the Site including disassembly
2) Site Clean-up
3) Removal of all buildings and/or other facilities assembled at the Site for this
Contract
c. Mobilization and Demobilization do not include activities for specific items of
work that are for which payment is provided elsewhere in the contract.
2. Remobilization
a. Remobilization for Suspension of Work specifically required in the Contract
Documents or as required by City includes:
1) Demobilization
a) Transportation of Contractor’s personnel, equipment, and operating
supplies from the Site including disassembly or temporarily securing
equipment, supplies, and other facilities as designated by the Contract
Documents necessary to suspend the Work.
b) Site Clean-up as designated in the Contract Documents
2) Remobilization
a) Transportation of Contractor’s personnel, equipment, and operating
supplies to the Site necessary to resume the Work.
b) Establishment of necessary general facilities for the Contractor’s
operation at the Site necessary to resume the Work.
3) No Payments will be made for:
a) Mobilization and Demobilization from one location to another on the
Site in the normal progress of performing the Work.
b) Stand-by or idle time
c) Lost profits
3. Mobilizations and Demobilization for Miscellaneous Projects
a. Mobilization and Demobilization
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised April 7, 2014
Walsh Ranch – Quail Valley Village Residential
City Project No. 103846
01 70 00 - 2
DAP MOBILIZATION AND REMOBILIZATION
Page 2 of 4
1) Mobilization shall consist of the activities and cost on a Work Order basis
necessary for:
a) Transportation of Contractor’s personnel, equipment, and operating
supplies to the Site for the issued Work Order.
b) Establishment of necessary general facilities for the Contractor’s
operation at the Site for the issued Work Order
2) Demobilization shall consist of the activities and cost necessary for:
a) Transportation of Contractor’s personnel, equipment, and operating
supplies from the Site including disassembly for each issued Work
Order
b) Site Clean-up for each issued Work Order
c) Removal of all buildings or other facilities assembled at the Site for
each Work Oder
b. Mobilization and Demobilization do not include activities for specific items of
work for which payment is provided elsewhere in the contract.
4. Emergency Mobilizations and Demobilization for Miscellaneous Projects
a. A Mobilization for Miscellaneous Projects when directed by the City and the
mobilization occurs within 24 hours of the issuance of the Work Order.
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Mobilization and Demobilization
a. Measure
1) This Item is considered subsidiary to the various Items bid.
b. Payment
1) The work performed and materials furnished in accordance with this Item
are subsidiary to the various Items bid and no other compensation will be
allowed.
2. Remobilization for suspension of Work as specifically required in the Contract
Documents
a. Measurement
1) Measurement for this Item shall be per each remobilization performed.
b. Payment
1) The work performed and materials furnished in accordance with this Item
and measured as provided under “Measurement” will be paid for at the unit
price per each “Specified Remobilization” in accordance with Contract
Documents.
c. The price shall include:
1) Demobilization as described in Section 1.1.A.2.a.1)
2) Remobilization as described in Section 1.1.A.2.a.2)
d. No payments will be made for standby, idle time, or lost profits associated this
Item.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised April 7, 2014
Walsh Ranch – Quail Valley Village Residential
City Project No. 103846
01 70 00 - 3
DAP MOBILIZATION AND REMOBILIZATION
Page 3 of 4
3. Remobilization for suspension of Work as required by City
a. Measurement and Payment
1) This shall be submitted as a Contract Claim in accordance with Article 10
of Section 00 72 00.
2) No payments will be made for standby, idle time, or lost profits associated
with this Item.
4. Mobilizations and Demobilizations for Miscellaneous Projects
a. Measurement
1) Measurement for this Item shall be for each Mobilization and
Demobilization required by the Contract Documents
b. Payment
1) The Work performed and materials furnished in accordance with this Item
and measured as provided under “Measurement” will be paid for at the unit
price per each “Work Order Mobilization” in accordance with Contract
Documents. Demobilization shall be considered subsidiary to mobilization
and shall not be paid for separately.
c. The price shall include:
1) Mobilization as described in Section 1.1.A.3.a.1)
2) Demobilization as described in Section 1.1.A.3.a.2)
d. No payments will be made for standby, idle time, or lost profits associated this
Item.
5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects
a. Measurement
1) Measurement for this Item shall be for each Mobilization and
Demobilization required by the Contract Documents
b. Payment
1) The Work performed and materials furnished in accordance with this Item
and measured as provided under “Measurement” will be paid for at the unit
price per each “Work Order Emergency Mobilization” in accordance with
Contract Documents. Demobilization shall be considered subsidiary to
mobilization and shall not be paid for separately.
c. The price shall include
1) Mobilization as described in Section 1.1.A.4.a)
2) Demobilization as described in Section 1.1.A.3.a.2)
d. No payments will be made for standby, idle time, or lost profits associated this
Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS [NOT USED]
1.6 INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised April 7, 2014
Walsh Ranch – Quail Valley Village Residential
City Project No. 103846
01 70 00 - 4
DAP MOBILIZATION AND REMOBILIZATION
Page 4 of 4
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
01 71 23 - 1
CONSTRUCTION STAKING AND SURVEY
Page 1 of 8
CITY OF FORT WORTH Walsh Ranch - Quail Valley Village Residential
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103846
Revised February 14, 2018
SECTION 01 71 23 1
CONSTRUCTION STAKING AND SURVEY 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Requirements for construction staking and construction survey 6
B. Deviations from this City of Fort Worth Standard Specification 7
1. See Changes (Highlighted in Yellow). 8
C. Related Specification Sections include, but are not necessarily limited to: 9
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 10
2. Division 1 – General Requirements 11
1.2 PRICE AND PAYMENT PROCEDURES 12
A. Measurement and Payment 13
1. Construction Staking 14
a. Measurement 15
1) This Item is considered subsidiary to the various Items bid. 16
b. Payment 17
1) The work performed and the materials furnished in accordance with this 18
Item are subsidiary to the various Items bid and no other compensation will 19
be allowed. 20
2. Construction Survey 21
a. Measurement 22
1) This Item is considered subsidiary to the various Items bid. 23
b. Payment 24
1) The work performed and the materials furnished in accordance with this 25
Item are subsidiary to the various Items bid and no other compensation will be 26
allowed. 27
3. As-Built Survey 28
a. Measurement 29
1) This Item is considered subsidiary to the various Items bid. 30
b. Payment 31
1) The work performed and the materials furnished in accordance with this 32
Item are subsidiary to the various Items bid and no other compensation will be 33
allowed. 34
35
36
37
38
39
40
01 71 23 - 2
CONSTRUCTION STAKING AND SURVEY
Page 2 of 8
CITY OF FORT WORTH Walsh Ranch - Quail Valley Village Residential
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103846
Revised February 14, 2018
1.3 REFERENCES 1
A. Definitions 2
1. Construction Survey - The survey measurements made prior to or while 3
construction is in progress to control elevation, horizontal position, dimensions and 4
configuration of structures/improvements included in the Project Drawings. 5
2. As-built Survey –The measurements made after the construction of the 6
improvement features are complete to provide position coordinates for the features 7
of a project. 8
3. Construction Staking – The placement of stakes and markings to provide offsets 9
and elevations to cut and fill in order to locate on the ground the designed 10
structures/improvements included in the Project Drawings. Construction staking 11
shall include staking easements and/or right of way if indicated on the plans. 12
4. Survey “Field Checks” – Measurements made after construction staking is 13
completed and before construction work begins to ensure that structures marked on 14
the ground are accurately located per Project Drawings. 15
B. Technical References 16
1. City of Fort Worth – Construction Staking Standards (available on City’s Buzzsaw 17
website) – 01 71 23.16.01_ Attachment A_Survey Staking Standards 18
2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available 19
on City’s Buzzsaw website). 20
3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision 21
4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land 22
Surveying in the State of Texas, Category 5 23
24
1.4 ADMINISTRATIVE REQUIREMENTS 25
A. The Contractor’s selection of a surveyor must comply with Texas Government 26
Code 2254 (qualifications based selection) for this project. 27
1.5 SUBMITTALS 28
A. Submittals, if required, shall be in accordance with Section 01 33 00. 29
B. All submittals shall be received and reviewed by the City prior to delivery of work. 30
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 31
A. Field Quality Control Submittals 32
1. Documentation verifying accuracy of field engineering work, including coordinate 33
conversions if plans do not indicate grid or ground coordinates. 34
2. Submit “Cut-Sheets” conforming to the standard template provided by the City 35
(refer to 01 71 23.16.01 – Attachment A – Survey Staking Standards). 36
37
1.7 CLOSEOUT SUBMITTALS 38
B. As-built Redline Drawing Submittal 39
01 71 23 - 3
CONSTRUCTION STAKING AND SURVEY
Page 3 of 8
CITY OF FORT WORTH Walsh Ranch - Quail Valley Village Residential
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103846
Revised February 14, 2018
1. Submit As-Built Survey Redline Drawings documenting the locations/elevations of 1
constructed improvements signed and sealed by Registered Professional Land 2
Surveyor (RPLS) responsible for the work (refer to 01 71 23.16.01 – Attachment A 3
– Survey Staking Standards) . 4
2. Contractor shall submit the proposed as-built and completed redline drawing 5
submittal one (1) week prior to scheduling the project final inspection for City 6
review and comment. Revisions, if necessary, shall be made to the as-built redline 7
drawings and resubmitted to the City prior to scheduling the construction final 8
inspection. 9
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 10
1.9 QUALITY ASSURANCE 11
A. Construction Staking 12
1. Construction staking will be performed by the Contractor. 13
2. Coordination 14
a. Contact City and Developer’s Project Representative at least one week in 15
advance notifying the City of when Construction Staking is scheduled. 16
b. It is the Contractor’s responsibility to coordinate staking such that 17
construction activities are not delayed or negatively impacted. 18
3. General 19
a. Contractor is responsible for preserving and maintaining stakes. If City 20
surveyors or Developer’s Project Representative are required to re-stake for 21
any reason, the Contractor will be responsible for costs to perform staking. If 22
in the opinion of the City, a sufficient number of stakes or markings have been 23
lost, destroyed disturbed or omitted that the contracted Work cannot take place 24
then the Contractor will be required to stake or re-stake the deficient areas. 25
B. Construction Survey 26
1. Construction Survey will be performed by the Contractor. 27
2. Coordination 28
a. Contractor to verify that horizontal and vertical control data established in the 29
design survey and required for construction survey is available and in place. 30
3. General 31
a. Construction survey will be performed in order to construct the work shown 32
on the Construction Drawings and specified in the Contract Documents. 33
b. For construction methods other than open cut, the Contractor shall perform 34
construction survey and verify control data including, but not limited to, the 35
following: 36
1) Verification that established benchmarks and control are accurate. 37
2) Use of Benchmarks to furnish and maintain all reference lines and grades 38
for tunneling. 39
3) Use of line and grades to establish the location of the pipe. 40
4) Submit to the City copies of field notes used to establish all lines and 41
grades, if requested, and allow the City to check guidance system setup prior 42
to beginning each tunneling drive. 43
5) Provide access for the City, if requested, to verify the guidance system and 44
the line and grade of the carrier pipe. 45
01 71 23 - 4
CONSTRUCTION STAKING AND SURVEY
Page 4 of 8
CITY OF FORT WORTH Walsh Ranch - Quail Valley Village Residential
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103846
Revised February 14, 2018
6) The Contractor remains fully responsible for the accuracy of the work and 1
correction of it, as required. 2
7) Monitor line and grade continuously during construction. 3
8) Record deviation with respect to design line and grade once at each pipe 4
joint and submit daily records to the City. 5
9) If the installation does not meet the specified tolerances (as outlined in 6
Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct 7
the installation in accordance with the Contract Documents. 8
C. As-Built Survey 9
1. Required As-Built Survey will be performed by the Contractor. 10
2. Coordination 11
a. Contractor is to coordinate with City to confirm which features require as-12
built surveying. 13
b. It is the Contractor’s responsibility to coordinate the as-built survey and 14
required measurements for items that are to be buried such that construction 15
activities are not delayed or negatively impacted. 16
c. For sewer mains and water mains 12” and under in diameter, it is acceptable 17
to physically measure depth and mark the location during the progress of 18
construction and take as-built survey after the facility has been buried. The 19
Contractor is responsible for the quality control needed to ensure accuracy. 20
3. General 21
a. The Contractor shall provide as-built survey including the elevation and 22
location (and provide written documentation to the City) of construction 23
features during the progress of the construction including the following: 24
1) Water Lines 25
a) Top of pipe elevations and coordinates for waterlines at the following 26
locations: 27
(1) Minimum every 250 linear feet, including 28
(2) Horizontal and vertical points of inflection, curvature, 29
etc. 30
(3) Fire line tee 31
(4) Plugs, stub-outs, dead-end lines 32
(5) Casing pipe (each end) and all buried fittings 33
2) Sanitary Sewer 34
a) Top of pipe elevations and coordinates for force mains and siphon 35
sanitary sewer lines (non-gravity facilities) at the following locations: 36
(1) Minimum every 250 linear feet and any buried fittings 37
(2) Horizontal and vertical points of inflection, curvature, 38
etc. 39
3) Stormwater – Not Applicable 40
b. The Contractor shall provide as-built survey including the elevation and 41
location (and provide written documentation to the City) of construction 42
features after the construction is completed including the following: 43
1) Manholes 44
a) Rim and flowline elevations and coordinates for each manhole 45
2) Water Lines 46
a) Cathodic protection test stations 47
b) Sampling stations 48
c) Meter boxes/vaults (All sizes) 49
01 71 23 - 5
CONSTRUCTION STAKING AND SURVEY
Page 5 of 8
CITY OF FORT WORTH Walsh Ranch - Quail Valley Village Residential
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103846
Revised February 14, 2018
d) Fire hydrants 1
e) Valves (gate, butterfly, etc.) 2
f) Air Release valves (Manhole rim and vent pipe) 3
g) Blow off valves (Manhole rim and valve lid) 4
h) Pressure plane valves 5
i) Underground Vaults 6
(1) Rim and flowline elevations and coordinates for each 7
Underground Vault. 8
3) Sanitary Sewer 9
a) Cleanouts 10
(1) Rim and flowline elevations and coordinates for each 11
b) Manholes and Junction Structures 12
(1) Rim and flowline elevations and coordinates for each 13
manhole and junction structure. 14
4) Stormwater – Not Applicable 15
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 16
1.11 FIELD [SITE] CONDITIONS [NOT USED] 17
1.12 WARRANTY 18
PART 2 - PRODUCTS 19
A. A construction survey will produce, but will not be limited to: 20
1. Recovery of relevant control points, points of curvature and points of intersection. 21
2. Establish temporary horizontal and vertical control elevations (benchmarks) 22
sufficiently permanent and located in a manner to be used throughout construction. 23
3. The location of planned facilities, easements and improvements. 24
a. Establishing final line and grade stakes for piers, floors, grade beams, parking 25
areas, utilities, streets, highways, tunnels, and other construction. 26
b. A record of revisions or corrections noted in an orderly manner for reference. 27
c. A drawing, when required by the client, indicating the horizontal and vertical 28
location of facilities, easements and improvements, as built. 29
4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all 30
construction staking projects. These cut sheets shall be on the standard city template 31
which can be obtained from the Survey Superintendent (817-392-7925). 32
5. Digital survey files in the following formats shall be acceptable: 33
a. AutoCAD (.dwg) 34
b. ESRI Shapefile (.shp) 35
c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use 36
standard templates, if available) 37
6. Survey files shall include vertical and horizontal data tied to original project 38
control and benchmarks, and shall include feature descriptions 39
PART 3 - EXECUTION 40
3.1 INSTALLERS 41
01 71 23 - 6
CONSTRUCTION STAKING AND SURVEY
Page 6 of 8
CITY OF FORT WORTH Walsh Ranch - Quail Valley Village Residential
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103846
Revised February 14, 2018
A. Tolerances: 1
1. The staked location of any improvement or facility should be as accurate as 2
practical and necessary. The degree of precision required is dependent on many 3
factors all of which must remain judgmental. The tolerances listed hereafter are 4
based on generalities and, under certain circumstances, shall yield to specific 5
requirements. The surveyor shall assess any situation by review of the overall plans 6
and through consultation with responsible parties as to the need for specific 7
tolerances. 8
a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical 9
tolerance. Horizontal alignment for earthwork and rough cut should not exceed 10
1.0 ft. tolerance. 11
b. Horizontal alignment on a structure shall be within .0.1ft tolerance. 12
c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and 13
walkways shall be located within the confines of the site boundaries and, 14
occasionally, along a boundary or any other restrictive line. Away from any 15
restrictive line, these facilities should be staked with an accuracy producing no 16
more than 0.05ft. tolerance from their specified locations. 17
d. Underground and overhead utilities, such as sewers, gas, water, telephone and 18
electric lines, shall be located horizontally within their prescribed areas or 19
easements. Within assigned areas, these utilities should be staked with an 20
accuracy producing no more than 0.1 ft tolerance from a specified location. 21
e. The accuracy required for the vertical location of utilities varies widely. Many 22
underground utilities require only a minimum cover and a tolerance of 0.1 ft. 23
should be maintained. Underground and overhead utilities on planned profile, 24
but not depending on gravity flow for performance, should not exceed 0.1 ft. 25
tolerance. 26
B. Surveying instruments shall be kept in close adjustment according to manufacturer’s 27
specifications or in compliance to standards. The City reserves the right to request a 28
calibration report at any time and recommends regular maintenance schedule be 29
performed by a certified technician every 6 months. 30
1. Field measurements of angles and distances shall be done in such fashion as to 31
satisfy the closures and tolerances expressed in Part 3.1.A. 32
2. Vertical locations shall be established from a pre-established benchmark and 33
checked by closing to a different bench mark on the same datum. 34
3. Construction survey field work shall correspond to the client’s plans. Irregularities 35
or conflicts found shall be reported promptly to the City. 36
4. Revisions, corrections and other pertinent data shall be logged for future reference. 37
38
3.2 EXAMINATION [NOT USED] 39
3.3 PREPARATION [NOT USED] 40
3.4 APPLICATION 41
3.5 REPAIR / RESTORATION 42
A. If the Contractor’s work damages or destroys one or more of the control 43
monuments/points set by the City or Developer’s Project Representative, the monuments 44
shall be adequately referenced for expedient restoration. 45
01 71 23 - 7
CONSTRUCTION STAKING AND SURVEY
Page 7 of 8
CITY OF FORT WORTH Walsh Ranch - Quail Valley Village Residential
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103846
Revised February 14, 2018
1. Notify City or Developer’s Project Representative if any control data needs to be 1
restored or replaced due to damage caused during construction operations. 2
a. Contractor shall perform replacements and/or restorations. 3
b. The City or Developer’s Project Representative may require at any time a 4
survey “Field Check” of any monument or benchmarks that are set be verified 5
by the City surveyors or Developer’s Project Representative before further 6
associated work can move forward. 7
3.6 RE-INSTALLATION [NOT USED] 8
3.7 FIELD [OR] SITE QUALITY CONTROL 9
A. It is the Contractor’s responsibility to maintain all stakes and control data placed by the 10
City or Developer’s Project Representative in accordance with this Specification. This 11
includes easements and right of way, if noted on the plans. 12
B. Do not change or relocate stakes or control data without approval from the City. 13
3.8 SYSTEM STARTUP 14
A. Survey Checks 15
1. The City reserves the right to perform a Survey Check at any time deemed 16
necessary. 17
2. Checks by City personnel or 3rd party contracted surveyor are not intended to 18
relieve the contractor of his/her responsibility for accuracy. 19
20
3.9 ADJUSTING [NOT USED] 21
3.10 CLEANING [NOT USED] 22
3.11 CLOSEOUT ACTIVITIES [NOT USED] 23
3.12 PROTECTION [NOT USED] 24
3.13 MAINTENANCE [NOT USED] 25
3.14 ATTACHMENTS [NOT USED] 26
END OF SECTION 27
28
Revision Log
DATE NAME SUMMARY OF CHANGE
8/31/2012 D. Johnson
8/31/2017 M. Owen
Added instruction and modified measurement & payment under 1.2; added
definitions and references under 1.3; modified 1.6; added 1.7 closeout submittal
requirements; modified 1.9 Quality Assurance; added PART 2 – PRODUCTS ;
Added 3.1 Installers; added 3.5 Repair/Restoration; and added 3.8 System Startup.
2/14/2018 M Owen
Removed “blue text”; revised measurement and payment sections for Construction
Staking and As-Built Survey; added reference to selection compliance with TGC
2254; revised action and Closeout submittal requirements; added acceptable depth
01 71 23 - 8
CONSTRUCTION STAKING AND SURVEY
Page 8 of 8
CITY OF FORT WORTH Walsh Ranch - Quail Valley Village Residential
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103846
Revised February 14, 2018
measurement criteria; revised list of items requiring as-built survey “during” and
“after” construction; and revised acceptable digital survey file format
1
01 74 23 - 1
DAP CLEANING
Page 1 of 4
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
SECTION 01 74 23
CLEANING
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1. Intermediate and final cleaning for Work not including special cleaning of closed
systems specified elsewhere
B.Deviations from this City of Fort Worth Standard Specification
1. None.
C.Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
3. Section 32 92 13 – Hydro-Mulching, Seeding and Sodding
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.Scheduling
1. Schedule cleaning operations so that dust and other contaminants disturbed by
cleaning process will not fall on newly painted surfaces.
2. Schedule final cleaning upon completion of Work and immediately prior to final
inspection.
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 STORAGE, AND HANDLING
A.Storage and Handling Requirements
1. Store cleaning products and cleaning wastes in containers specifically designed for
those materials.
01 74 23 - 2
DAP CLEANING
Page 2 of 4
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS
2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED]
2.2 MATERIALS
A.Cleaning Agents
1. Compatible with surface being cleaned
2. New and uncontaminated
3. For manufactured surfaces
a.Material recommended by manufacturer
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 APPLICATION [NOT USED]
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING
A.General
1. Prevent accumulation of wastes that create hazardous conditions.
2. Conduct cleaning and disposal operations to comply with laws and safety orders of
governing authorities.
3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in
storm or sanitary drains or sewers.
4. Dispose of degradable debris at an approved solid waste disposal site.
5. Dispose of nondegradable debris at an approved solid waste disposal site or in an
alternate manner approved by City and regulatory agencies.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
01 74 23 - 3
DAP CLEANING
Page 3 of 4
6. Handle materials in a controlled manner with as few handlings as possible.
7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with
this project.
8. Remove all signs of temporary construction and activities incidental to construction
of required permanent Work.
9. If project is not cleaned to the satisfaction of the City, the City reserves the right to
have the cleaning completed at the expense of the Contractor.
10. Do not burn on-site.
B.Intermediate Cleaning during Construction
1. Keep Work areas clean so as not to hinder health, safety or convenience of
personnel in existing facility operations.
2. At maximum weekly intervals, dispose of waste materials, debris and rubbish.
3. Confine construction debris daily in strategically located container(s):
a.Cover to prevent blowing by wind
b. Store debris away from construction or operational activities
c.Haul from site at a minimum of once per week
4. Vacuum clean interior areas when ready to receive finish painting.
a.Continue vacuum cleaning on an as-needed basis, until Final Acceptance.
5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which
may become airborne or transported by flowing water during the storm.
C.Exterior (Site or Right of Way) Final Cleaning
1. Remove trash and debris containers from site.
a.Re-seed areas disturbed by location of trash and debris containers in accordance
with Section 32 92 13.
2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object
that may hinder or disrupt the flow of traffic along the roadway.
3. Clean any interior areas including, but not limited to, vaults, manholes, structures,
junction boxes and inlets.
4. If no longer required for maintenance of erosion facilities, and upon approval by
City, remove erosion control from site.
5. Clean signs, lights, signals, etc.
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
01 74 23 - 4
DAP CLEANING
Page 4 of 4
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
01 77 19 - 1
DAP CLOSEOUT REQUIREMENTS
Page 1 of 3
CITY OF FORT WORTH Walsh Ranch - Quail Valley Village Residential
City Project No. 103846STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
SECTION 01 77 19
CLOSEOUT REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1.The procedure for closing out a contract
B.Deviations from this City of Fort Worth Standard Specification
1. None.
C.Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A.Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A.Guarantees, Bonds and Affidavits
1. No application for final payment will be accepted until all guarantees, bonds,
certificates, licenses and affidavits required for Work or equipment as specified are
satisfactorily filed with the City.
B.Release of Liens or Claims
1. No application for final payment will be accepted until satisfactory evidence of
release of liens has been submitted to the City.
1.5 SUBMITTALS
A.Submit all required documentation to City’s Project Representative.
01 77 19 - 2
DAP CLOSEOUT REQUIREMENTS
Page 2 of 3
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
1.6 INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 CLOSEOUT PROCEDURE
A.Prior to requesting Final Inspection, submit:
1. Project Record Documents in accordance with Section 01 78 39
2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23
B.Prior to requesting Final Inspection, perform final cleaning in accordance with Section
01 74 23.
C.Final Inspection
1. After final cleaning, provide notice to the City Project Representative that the Work
is completed.
a.The City will make an initial Final Inspection with the Contractor present.
b. Upon completion of this inspection, the City will notify the Contractor, in
writing within 10 business days, of any particulars in which this inspection
reveals that the Work is defective or incomplete.
2. Upon receiving written notice from the City, immediately undertake the Work
required to remedy deficiencies and complete the Work to the satisfaction of the
City.
3. Upon completion of Work associated with the items listed in the City's written
notice, inform the City, that the required Work has been completed. Upon receipt
of this notice, the City, in the presence of the Contractor, will make a subsequent
Final Inspection of the project.
4. Provide all special accessories required to place each item of equipment in full
operation. These special accessory items include, but are not limited to:
a.Specified spare parts
b. Adequate oil and grease as required for the first lubrication of the equipment
c.Initial fill up of all chemical tanks and fuel tanks
d. Light bulbs
e.Fuses
f.Vault keys
g.Handwheels
h. Other expendable items as required for initial start-up and operation of all
equipment
D.Notice of Project Completion
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
01 77 19 - 3
DAP CLOSEOUT REQUIREMENTS
Page 3 of 3
1. Once the City Project Representative finds the Work subsequent to Final Inspection
to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet).
E.Supporting Documentation
1. Coordinate with the City Project Representative to complete the following
additional forms:
a.Final Payment Request
b. Statement of Contract Time
c.Affidavit of Payment and Release of Liens
d. Consent of Surety to Final Payment
e.Pipe Report (if required)
f.Contractor’s Evaluation of City
g.Performance Evaluation of Contractor
F.Letter of Final Acceptance
1. Upon review and acceptance of Notice of Project Completion and Supporting
Documentation, in accordance with General Conditions, City will issue Letter of
Final Acceptance and release the Final Payment Request for payment.
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
Appendix
� RC� N E
E N G I N E E R I N G
GEOTECHNICAL ENGINEERING REPORT
VILLAGE RESIDENTIAL NEIGHBORHOOD AT WALSH RANCH
FORT WORTH, TEXAS
Prepared For:
Quail Valley Land Company, LLC
400 South Record Street, Suite 1200
Dallas, Texas 75202
Attn: Ms. Akiko Shimizu
September 2021
PROJECT NO. 21-25470
www.roneert ineers.carn
R�NE
ENfiINEEFtING
September 23, 2021
Ms. Akiko Shimizu
Quail Valley Land Company, LLC
400 South Record Street, Suite 1200
Dallas, Texas 75202
Re: Geotechnical Study
Proposed Village Residential — Walsh Ranch
Fort Worth, Texas
Rone Report No. 21-25470
Dear Ms. Shimizu:
GEOTECHNICAL ENGINEERING
EARTHWORKS CONTROL
EfVVIRONMENTAL CONSULTING
CONSTRUCTION MATERIAL TESTING
Rone Engineering Services, Ltd. (Rone) is pleased to submit the Geotechnical Engineering
Report for the referenced project. The geotechnical engineering services perFormed for this study
were carried out in general accordance with our Proposal No. P-31366-21 dated July 20, 2021.
This report presents engineering analyses and recommendations for site grading, foundations,
and pavements with respect to known project and site characteristics. Detailed results of our field
exploration and laboratory testing are provided in the appendix of the report.
We appreciate the opportunity to be of service to you on this project. We look forward to providing
additional Geotechnical Engineering and Construction Materials Testing services as the project
progresses through the final design and construction phases. Please contact us if you have any
questions or if we can be of further assistance.
RespectFully submitted,
� ��C �� T'ar
` ,�q,,..• • . F.�-����i
*y ' � *�
*� ..............................::...
� �� ABDOL R: SAVASI
�� �—' �r �+Q. � 1375� ��w
;!+'�`�; •. c �C�i�S �r-�,. ••��ti'�1
A. Reza Savabi, P.E. ���i�����1 E�'„�:a�y
Senior Geotechnical Engineer �q.r
Texas Engineering Firm License No. F-1572
Mark D. Gray, �E.
Partner
DALLAS � FORT WORTH � AUSTIN I HOUSTON
3201 NE LooP 820, Su�TE 180 � FORT WORTH, TEXAS 76137 � TE�: 817.717.1040
2 PURPOSES AND SCOPE OF STUDY ................................................................................... 1
3 FIELD EXPLORATION AND LABORATORY TESTING ........................................................ 2
4 GENERAL SITE CONDITIONS .............................................................................................. 2
4.1 Site Geology ....................................................................................................................................... 2
4.2 Subsurface Soil Conditions .................................................................................................................3
4.3 Groundwater .......................................................................................................................................4
5 ANALYSIS OF SITE AND FOUNDATION ALTERNATIVES .................................................. 5
5.1 Geotechnical Analysis ........................................................................................................................5
5.2 SubsurFace Volume Change Potential ................................................................................................6
5.3 Seismic Site Class ..............................................................................................................................7
6 FOUNDATION SYSTEM RECOMMENDATIONS ................................................................... 8
6.1 Ground Modification and Subgrade Treatment ..................................................................................8
6.1.1 Subgrade Recompaction .............................................................................................................9
6.1.2 Excavation Safety Considerations .....................................�--....................................................... 9
6.2 Foundation Structure ..........................................................................................................................9
7 SITE PREPARATION`FOR CONSTRUCTION ....................................................................... 9
7.1 General ............................................................................................................................................... 9
7.2 Existing Grades ................................................................................................................................10
7.3 Excavations .......................................................................................................................................10
8 CONSTRUCTION OF SUBGRADE FILLS ........................................................................... 10
8.1 Subgrade Preparation .......................................................................................................................11
8.2 Subgrade Fill Construction ...............................................................................................................11
8.2.1 Project Fills ................................................................................................................................12
8.2.2 Fill Material Requirements .........................................................................................................12
8.2.3 Borrow Selection .......................................................................................................................12
8.3 Fill Construction Specifications .........................................................................................................12
8.3.1 Subgrade Recompaction and Grade Raise Fill .........................................................................13
8.3.2 Utility Trench Backfill .................................................................................................................14
8.3.3 General Site Fills for Site Grading and Drainage ......................................................................19
8.3.4 Compaction Specification Summary ..................... •----��---........................................................19
8.4 Quality Control and Field Verification Testing ..................................................................................19
8.5 Construction Oversight .....................................................................................................................20
9 BUILDING FOUNDATION STRUCTURE ............................................................................. 21
9.1 Slab Foundation ..........................................................��--�--...................................................,...........21
10 PAVEMENTS ...................................................................................................................... 22
10.1 Rigid Pavements .............................................................................................................................22
10.2 Pavement Base Course ..................................................................................................................24
10.3 Pavement Construction and Maintenance Recommendations ......................................................24
11 SITE COMPLETION AND MAINTENANCE ........................................................................ 24
11.1 Site Grading and Drainage .............................................................................................................24
11.2 Landscaping and Irrigation .............................................................................................................25
Paqe
1 PROJECT INFORMATION ..................................................................................................... 1
APPENDIX A
VICINITYMAP .•-••••• .......................,....,................
GEOLOGY MAP ..................................................
BORING LOCATION DIAGRAM ..........................
LOGS OF BORING ..............................................
KEY TO CLASSIFICATIONS AND SYMBOLS ....
UNIFIED SOIL CLASSIFICATION SYSTEM .......
SWELL .................................................................
REC COMPACTION DESIGN CHARTS ..............
FIELDOPERATIONS ........................................................................................................................
LABORATORYTESTING ..................................................................................................................
APPENDIX C
IMPORTANT INFORMATION ABOUT THIS GEOTECHNICAL ENGINEERING REPORT ..............
'I�
....................................................................................... A,1
.......................................................................................... A.2
...........•••-• .......................................................................... A.3
...................................................................... . ........... A.4-A.3�E
.........................................................•••••-......................... A.35
..................................................•-•-••................................ A.36
......,•• .............•••••••........................................................... A.37
..................................................................... A.38a and A.38e
�
�
APPENDIX B
Paqe
......•••-••••._. B.1
................. B.2
Paqe
........ C.1
12 STUDY CLOSURE ............................................................................................................. 25
13 COPYRIGHT 2021 RONE ENGINEERING SERVICES, LTD . ............................................ 26
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GEOTECHNICAL ENGINEERING REPORT
1 PROJECT INFORMATION
A tabular description of the project is included below:
Item
Description
The project will be located between the current west terminus of
Location Makers Way and east terminus of Romelle Street, west/northwest
of the Walsh Athletic Club in the Walsh Ranch residential
de�ela�ment in Fort Worth, Texas.
Table 1: Project Overview
The project consists of developing a residential community, with
Project Description associated utilities and paved streets. Based on draft grading
plans prepared by Huitt-Zollars, cuts up to 2 feet and fills up to 6
feet are planned within the phase.
Existing Site Conditions
The 27-acre property is covered by gravel parking lots, field
grasses and scattered trees. Based data from Google Earth, the
site generally slopes downward from the west to east with
elevations ranging from approximately 901 feet to 870 feet. The
nearest major reservoirs are Lake Weatherford 7 miles northwest
and Lake Worth 8 miles northeast of the site.
Site vicinity and geology maps are attached as Plates A.1 and A.2, respectively in Appendix A of
this report. Boring locations are shown on the Boring Location Diagram, Plate A.3.
2 PURPOSES AND SCOPE OF STUDY
The principal purpose of this study is evaluation of site subsurface conditions to provide
geotechnical recommendations for the design and construction of foundations and pavements,
and assessment of final investigation needs. For these purposes, the study was conducted in the
following phases:
. Borings were drilled and sampled at approximate 200-foot intervals to evaluate the subsurface
conditions at the boring locations and to obtain soil and rock samples.
. Laboratory tests were conducted on limited samples recovered from the borings to evaluate the
pertinent engineering characteristics of the foundation materials.
. Engineering analyses were conducted for foundation and pavement design recommendations.
. Onsite soils were evaluated for potential sources of fill materials required for the project.
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As the Geotechnical Engineer of Record serving this project, we recommend that Rone provide
assistance during the final design phase to confirm the intent of the geotechnical
recommendations has been satisfied. In addition, Rone Earthworks should be retained to observe
the fill construction and ensure the specified construction controls are properly implemented.
3 FIELD EXPLORATION AND LABORATORY TESTING
The boring locations were defined in the field by Rone Engineering personnel using site
landmarks, maps and aerial photographs. Ground surtace elevations at the boring locations were
interpolated from Google EarthO and should be considered approximate. The borings were not
located by a registered surveyor. The locations and elevations are provided for general mapping
purposes and are accurate only to the extent implied by the technique used in their determination.
A total of 31 proposed borings were completed to depths of approximately 20 feet below existing
grades using a truck-mounted drill rig in August 2021. The approximate boring locations are
shown on Plate A.3, Boring Location Diagram. Sample depth, description of soils, and
classification (based on the Unified Soil Classification System) are presented in the Boring Logs,
Plates A.4 through A.34. Keys to terms and symbols used on the logs are also included in
Appendix A.
Laboratory tests were perFormed on selected samples recovered from the borings to confirm
visual classification, and to estimate material strata, in-situ consolidation states, and other
pertinent engineering properties of the materials encountered. One-dimensional swell tests were
performed on selected samples recovered from various depths. Descriptions of the procedures
used in the field and laboratory phases of this study are presented in Appendix B.
4 GENERAL SITE CONDITIONS
4.1 Site Geology
Based on the subsurface conditions encountered in the borings and the Geologic Atlas of Texas,
Dallas Sheet (published by the Bureau of Economic Geology), the site appears to be mapped
within the Goodland limestone formation (Kgl). The USGS Mineral Resources On-Line Spatial
Data reference contains the following description of the Goodland limestone formation.
Project No. 21-25470 �se� Village esidentia 1Nalsh Ranch'� J - -
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Goodland Limestone
Goodland Limestone inter-gradational laterally with Comanche Peak Limestone and differs from
it chiefly in that the Goodland is more coarsely nodular, contains fewer and thinner clay beds, and
massive resistant limestone beds are more numerous. Often undivided within the Walnut Clay
formation comprised of clay and limestone about equally abundant.
Please note that the geologic mapping was originally performed using aerial photography. Local
variations and anomalies do occur.
4.2 SubsurFace Soil Conditions
The results of the field and laboratory testing have been used to develop a generalized subsurface
profile of the project site. The strata identified in the borings at this site are described below:
Stratum I
Generally consists of brown to light brown fat clay (CH), sandy fat clay (CH), lean clay (CL), sandy lean
clay (CL) and clayey sand (SC) containing various amounts of ferrous stains and limestone fragments as
shallow as 1 foot up to 18 feet.
Stratum II
Stratum II is comprised of tan and gray limestone. This stratum was encountered as shallow as 1 foot
below existing site grade. All borings terminated in limestone.
Hand penetrometer readings ranged from 2.5 to more than 4.5 tons per square foot (tsf) in the
cohesive soils. A tabular summary of the soil properties encountered in the borings is provided
below.
Table 2: Soil Property Summary
Praperty
Estimated Specific Gravity, G$
Percent Fines (%)
Liquid Limit, LL
Plasticity Index, PI
Moisture Content (%)
Moisture Increase Potential (%)
Full Range
2.68 — 2.70
30 - 98
30-81
13-54
5-30
3.0 — 8.3
Predominant Range
2.68-2.69
65 - 93
41 - 63
24 - 42
12-22
3.0 — 8.0
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With sufficient changes in moisture content, swell pressures are estimated to be approximately
2,000 psf, or less, based on the moisture gain relative to the swell percentage measured on the
tested samples. Swell pressure testing was not completed for the investigation due to the
generally shallow limestone at the site and the amount of limestone pieces expected to be mixed
within the fills.
The Logs of Boring should be reviewed for specific information at individual boring locations.
Stratification boundaries shown in the logs represent the approximate locations of changes in
types of in-situ materials. The transition between material types may vary between borings, and
be gradual and indistinct. Variations will occur and should be expected across the site.
4.3 Groundwater
The borings were advanced using continuous flight augers and the boreholes were observed for
water accumulation during and after drilling for the presence of water seepage. Free water was
not observed in borings during drilling and were dry during and upon completion of drilling
operations. These observations were made during the field exploration, as indicated on the Logs
of Boring. A thorough hydro-geologic assessment of the vadose zone or upper groundwater was
not conducted. As such, the study did not include monitoring of upper groundwater levels or
perched water conditions. A hydro-geologic study can be conducted upon request to assess the
sources and variation of in-situ moisture in the vadose zone and groundwater beneath the site,
and how various site development alternatives can alter those dynamics.
In general, groundwater levels and moisture content in the vadose zone vary climatically and
seasonally depending on topography, land use, surface hydrology, subsurface hydrogeology, and
proximity to bodies of surface water. The rate and extent of these variations depend on many
variables including subsurface stratigraphy, soil properties, subsurFace moisture sources,
capillary strength, consolidation states, soil structure, thermal cover, and surface infiltration and
evapotranspiration rates. A limited hydro-geologic assessment of the vadose zone is provided in
Section 5.1 Geotechnical Analysis.
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5 ANALYSIS OF SITE AND FOUNDATION ALTERNATIVES
5.1 Geotechnical Analysis
Foundation alternatives were evaluated based on site-specific geotechnical conditions, proposed
development plans, and known design preferences. Subgrade preparation and foundation fill
elements are critical components of all foundation systems. Foundation alternatives for the
proposed development were evaluated based on the following engineering criteria.
. Bearing capacity
. Settlement potential
. Volume change (shrink-swell) potential
The rate and magnitude of subgrade volume change is controlled by soil wetting and drying
cycles. Volume change potential is affected by moisture change potential, clay mineralogy,
material density, soil structure, hydro-geologic environment, and confining pressure to swell
pressure ratios. Moisture change potential, material density, and soil structure can be modified
and/or controlled; and clay content, hydro-geologic environment and confining pressure can be
managed to limit volume change as necessary for each foundation alternative. These are key
factors when evaluating the ground modification elements for various foundation alternatives. The
primary provisions for managing the hydro-geologic environment are long-term stabilization of
subgrade moisture levels, and management of desiccation risk.
Groundwater sources have not been fully evaluated, and a complete hydro-geologic study was
not performed. Hydro-geologic assessment of the vadose zone indicates the primary moisture
source is likely surface water infiltration with periodic perched water atop the underlying limestone.
The current soil moisture profile indicates dry to slightly moist conditions in the deeper soils,
implying that capillary rise from a groundwater source located below the explored depths may
also be a contributing factor affecting soil moisture levels at the site. Capillary rise from any
permanent groundwater would help maintain deeper moisture levels where capillary breaks are
absent. Capillary breaks appear to exist in scattered layers and pockets as gravelly clays. Other
granular capillary breaks may be present in unexplored areas of the site. The site is undeveloped,
relatively open, and generally well-drained. Surface water storage is negligible, and the site
exhibited minor thermal cover. Surface grades generally slope downward from west to east and
north to south. However, the underlying bedrock gradient did not exhibit consist reflection of
similar topography.
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Figure 1: Average Soil Moisture Profile
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Foundation systems often require ground modification within the vadose zone. Very dry soil
conditions were found within the full range of soils across the site and water addition will be
necessary during mass grading operations to reach the design moisture range. Each ground
modification element includes provisions for limiting moisture content variation, and preparing for
its effects. The following ground modification elements were evaluated for shallow foundation
alternatives:
• Need and extent of subgrade replacement / re-compaction fill,
• Management and tolerance of in-situ conditions below ground modification depths,
• Grade raise elements,
• Strength and stability requirements of each foundation fill element; and,
• Subgrade stabilization options.
5.2 Subsurface Volume Change Potential
For this study, a limited assessment of swell potential was performed; swell pressures were not
measured due to the generally shallow depth of limestone and the limited swell percentages with
comparatively large moisture changes. Swell test results are summarized in the table below:
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Table 3: Swell Potential
Moisture (%)
Boring Depth Load Plasticity Percent -
(ft} (psfl Index Fines � Initial I Final �Increase
B-4
B-9
B-15
B-16
B-18
B-2Q
B-21
B-30
B-31
5
5
7
5
3
5
3
5
3
625
625
875
625
375
625
375
625
375
24
34
10
25
34
18
46
34
35
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m
m
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m
:�
m
m
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12.8
18.2
12.8
14.3
19.5
11.8
27.0
11.5
15.5
16.7
21.0
15.9
17.1
22.5
19.9
28.8
17.7
19.1
3.9
2.8
3.2
2.8
3.0
8.1
1.8
6.2
3.5
Increase
Potential
+4.1
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+3.3
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+6.4
+3.7
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(%)
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The swell test results indicate low swell potential in the upper soils. Corresponding swell
pressures are expected to also be low. For design, we estimate a swell potential of approximately
2.0 percent, and swell pressures of approximately 2,000 psf in the high plasticity fat clays (CH).
As a supplemental reference, Potential Vertical Rise (PVR) was also estimated in general
accordance with the Texas Department of Transportation (TxDOT) Test Method Tex-124-E as an
additional means of evaluating swell potential. The TxDOT method is empirical, assumption-
based, generalized, and based on correlations with the Atterberg limits, density, and moisture
content of the soils at the time of the investigation. All conditions governing swell potential are
not accounted for in this procedure. This procedure was applied to a 12-foot deep active zone
for soils or top of limestone in a dry moisture condition. Based on the TxDOT method, the
estimated PVR is about 1 to 4 inches. Based on our analyses, the following parameters have
been used to evaluate foundation alternatives and design:
Table 4: Untreated Subgrade Movement Potential
Material
Clayey Soil
5.3 Seismic Site Class
Design Depth (feet)
na
Estimated Swell
Pressure (ps�
2,000
Untreated Swell
Potential �inches
<4
The site class for seismic design is based on several factors that include subsurface profile, shear
wave velocity, density, relative hardness, and strength, averaged over a depth of 100 feet. The
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borings for this project did not extend to a depth of 100 feet; therefore, we assumed the conditions
below the depth of the borings to be similar to those encountered at the termination depth of the
borings. Based on Section 1613.2.2 of the 2018 International Building Code and Table 20.3-1 of
ASCE 7-16, we recommend using Site Class C(Stiff Soil/Weak Rock) for seismic design.
6 FOUNDATION SYSTEM RECOMMENDATIONS
Design evaluations have been made for the residential foundation systems based on our current
understanding of the project and the available subsurface information. The proposed buildings
may be supported on slab foundations bearing within controlled fill or native soil. A schematic
cross-section of the foundation system is provided below.
Figure 2: Average Soil Moisture Profile
Subgrade modification should result in the following ground stability improvements when
constructed as required in this report. These parameters should be used for design of the
structural foundation system.
Table 5: Summary of Estimated Ground Improvement
Thickness from Final ~ Estimated Swell � Swell Potential at�
Material pad Elevation (feet) Pressure (psfl Finished Pad �inches
Fat Clay/Lean Clay/ 1 to 12+ 2,000 <4
Clayey Sand
Limestone � 1 to 20 � NA � NA
6.1 Ground Modification and Subgrade Treatment
Modification of the existing subgrade material is designed to control the building pad subgrade.
Any grade raise fill used to achieve final pad elevations serves a similar purpose. Over-excavation
is not required for subgrade treatment; however, all fill should be placed using the compaction
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controls recommended in this report. Controlled fill should extend at least 5 feet laterally beyond
the proposed buildings to allow for adequate edge preparation. In areas where adjacent flatwork
abuts the buildings, the recompacted subgrade should extend the full width of the pavement to
back of curb, or landscape area.
6.1.1 Subgrade Recompaction
The subgrade recompaction is designed to restructure the cohesive soils such that strength and
volume change can be better controlled. Determination of the compaction energies and
compaction efficiencies required for the existing soil property ranges enable this control. Effective
construction controls for the proposed fill elements are provided in Section 8 Construction of
Subgrade Fills. Estimated construction perFormance and results are also included.
6.1.2 Excavation Safety Considerations
All excavations should be sloped, shored, or shielded in accordance with OSHA requirements. It
should be noted that in accordance with Texas State Law, the design and maintenance of
excavation safety systems is the sole responsibility of the construction contractor. OSHA
Standards 29 CFR — 1926 Subpart P, including Appendices A and B, should be referenced for
guidance in the design of such systems.
6.2 Foundation Structure
Slab foundations bearing in controlled fill or suitable native soil may be used to support the
proposed structures, provided fill construction is controlled as recommended in this report.
Ground movement potential will be limited with the recommended design provisions; however,
grade-supported slabs should be designed to accommodate the estimate potential vertical ground
movement. A moisture barrier should be placed immediately beneath the concrete slabs.
7 SITE PREPARATION FOR CONSTRUCTION
7.1 General
Existing foundations, structures, deleterious materials, debris, utilities and other manmade
features should be removed, and existing utilities should be relocated in accordance with the
project plans and specifications.
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7.2 Existing Grades
All vegetation and organic matter should be removed from within the proposed construction limits,
including tree stumps and root systems. Removal should extend at least 5 feet beyond the
perimeter of grade supported structures, except where it must be maintained according to the
design documents. Unless otherwise indicated in the specifications, all materials resulting from
clearing and grubbing operations should be properly disposed. In no case should any organic or
deleterious material be used within the earthworks or fill materials, or permanently placed onsite
except where authorized by the geotechnical engineer.
7.3 Excavations
All excavations should be perFormed to the limits and grades indicated in the design documents.
This study was not performed to evaluate the difficulty of ripping, processing and/or excavating
the on-site materials, or estimating the volume of the excavated materials. The earthwork
contractor should have experience in construction and excavation within these materials. The
contractor must use his or her own experience when making decisions regarding means, methods
and costs to accomplish the proposed construction, including excavation tools, excavation rates,
and number of trucks.
8 CONSTRUCTION OF SUBGRADE FILLS
Soil fill elements are critical components of any foundation system. Strength and stability of the
fill is essential to limiting subgrade movements below foundations, floor slabs, and pavements.
Mechanical soil compaction is designed to improve the engineering properties of soils; however,
the desired compaction standards are often not achieved during construction. The soil
construction specifications in this report provide for effective compaction control, including direct
data verification and real-time control.
The fill construction specifications provided in this report are designed for the specific
geotechnical requirements of this project. The specifications provide the construction controls
needed to prepare cohesive fills for saturation and drying potential. If the specified controls are
not properly implemented, the fills will be vulnerable to strength loss and swell with saturation,
and potential shrinkage from drying. The initiation of shrinkage or swelling usually leads to
increased shrink-swell cycles with moisture variation. The design of these soil compaction
specifications includes estimates of compacted soil properties corresponding to varying
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compaction energies and compaction efficiencies, enabling assessment of the final compacted
performance of the fill.
The construction specifications below will prepare the fills for potential saturation; however, the
environments of these fills must maintain generally moist conditions without excessive drying. In
many cases, equilibrium moisture ranges can be established during construction, but in other
cases equilibrium moisture cannot be achieved without ongoing maintenance following
construction. Potential maintenance requirements forfills on this project are discussed in Section
12 Site Completion and Maintenance.
8.1 Subgrade Preparation
After site clearing, the exposed subgrade should be prepared for construction of foundation fills.
All areas that will underlie foundations, floor slabs, or pavements will require ground modification
as presented in the following sections.
Exposed subgrades in cut areas of 3 feet or less should be scarified to a depth of 8 inches and
recompacted wet of the optimum moisture content at full compaction in construction, to at least
95 percent of maximum density in construction, as generated by a CAT 815 footed compactor or
approved equivalent. Field verification testing will be conducted in accordance with Section 8.3
Quality Control and Field Verification Testing. Any areas where the specified properties are
not achieved often indicate a soft or low modulus subgrade is present below the compacted lift.
If testing confirms that soft soils underlie any section of the recompacted surface, those sections
should be overexcavated and recompacted in lifts as required by the Geotechnical Engineer.
8.2 Subgrade Fill Construction
All foundations and pavements include a structural fill element. These fill elements are critical to
ground modification requirements and the strength and stability of each foundation. Fill
construction requirements depend on the design purpose and service conditions of each fill. Each
fill element should be constructed to achieve the properties required for the long term stability of
the foundation. Each completed lift should be maintained at the recommended moisture level
until placement of subsequent fill or permanent protective cover such as pavement or floor slabs.
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8.2.1 Project Fills
The fill elements identified for this project are listed below:
• Recompaction of existing subgrade and grade raise below floor slabs and pavements
• Utility trench backfill
• General fills for site grading and drainage
8.2.2 Fill Material Requirements
The following table provides general property requirements and applications for the cohesive soils
that may be used as fill on this project.
Table 6: Fill Material
Material Source
Native Soil ' On-Site
ty Ranges Use
N/A Building and Pavement Subgrade
Silt soil classifications are not acceptable. Due to the shallow limestone, gravel is expected to be
abundant within the clays and mixing through normal handling should suffice and allow for full
compaction using the provided controls. Fill should be free of organics, debris, large rocks
(greater than 6 inches in general diameter), and deleterious material.
8.2.3 Borrow Selection
Rone can assist the contractor in the selection of borrow sources and compactor pairings in order
to avoid or reduce moisture amendment needs during construction. With this assistance,
permissible soil property limits may also be expanded by matching the compaction energy of
specific compactors with the soil and moisture ranges of fill material.
For improved control and more consistent fill properties, stratified borrow sources approved for
use as fill should be excavated in a manner to reasonably produce consistent mixing and
increased uniformity of the fill materials. The Geotechnical Engineer of Record can provide
additional guidance for this as needed.
8.3 Fill Construction Specifications
In general, all fill soils should be placed in consistent loose lift thicknesses and compacted fully
and uniformly across each lift. The moisture content at the time of compaction should be wet of
the optimum moisture content in construction as defined by the field compaction curves provided
Project No. 21-25470 _ sed illage Residential Walsh Ranch f - p q � E �
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in this report. Any moisture modifications that may be required should be performed before
compaction. Very dry soil conditions were measured during field and laboratory testing and water
addition will be necessary to achieve wet of optimum design ranges during fill construction. Each
lift should be compacted using at least the minimum number of passes required to achieve full
compaction as provided by the Geotechnical Engineer of Record.
The compaction specifications for soil construction provided in this report have been developed
for each fill expected on this project. These specifications are based on the predetermined
compaction performance of specific compactor and soil combinations relative to the known project
design requirements. The recommended controls have been developed based on fill material
and property ranges determined during the site exploration, and typical compactors suitable for
these fills and fill volumes. The specifications employ family-of-curve methods for compaction
curves produced during construction in order to use the compactor's performance for control and
accommodate soil variation during construction. RECT"' Compaction Design Reports supporting
this analysis, along with the resulting process control requirements, are included in the appendix
of this report. The construction specifications and illustrations of the performance, range and
limits of construction for each fill type are provided below. At the end of this section, a summary
table is provided as a quick reference for the fill specifications. Additional information can also be
provided regarding alternative compactors to account for changes during construction and optimal
selection by the earthwork contractor.
All completed lifts should be protected from desiccation as soon as practical. Completed lifts to
be exposed more than 1 day should be kept wet with light water application. Completed lifts
damaged by desiccation, erosion, construction traffic, or other disturbances should be scarified
and re-compacted according to the process control requirements for that particular fill.
8.3.1 Subgrade Recompaction and Grade Raise Fill
The building pad subgrade should be fully and uniformly compacted to final pad elevation.
Moisture levels should be wet of the optimum moisture content during construction as required in
Section 6.1, according to the following process control specifications. As previously stated, some
soils were very dry and water addition and soak time should be anticipated to achieve wet of
optimum moisture during fill construction.
posed Village Residential V1/alsh Ranch � - ' — —
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Use a footed compactor equivalent to a CAT 815, as approved by the Geotechnical Engineer of
Record. Compact in 9-inch loose lifts to at least 92 percent of the maximum dry density in
construction and to an air percentage not exceeding 6.4 percent. The optimum moisture content
and maximum density in construction are determined from the field moisture-density curves (field
compaction curves) generated by the compactor for the range of soils used in construction. This
family-of-curve range for the specified compactor energy is provided by the Geotechnical
Engineer of Record.
Figure 3 provides the performance and design construction range for the specified compactor
and the in-situ moisture ranges relative to the design moisture range for construction. An
illustration of this compaction specification is provided on the Compaction Control Chart in
Figure 4. The Compaction Control Chart includes the required construction range and minimum
number of passes required for full lift compaction. The construction range provided is only valid
for full lift compaction using at least the minimum number of passes. Additional control
specifications are noted on the chart. It is critical for the strength and stability of the fill that each
lift is fully and uniformly compacted using at least the minimum number of passes for the
compactor-soil range combination. Figure 3 can be used as a separate reference during
construction. The RECTM Compaction Design Reports covering the soil ranges at the site are
included in the appendix.
8.3.2 Utility Trench Backfill
Utility trench backfill should consist of on-site clays and gravel fully and uniformly compacted in
6-inch loose lifts wet of the optimum moisture content to at least 90 percent of the maximum dry
density, as determined from representative Standard Proctor curves normalized on the lab line-
of-optimums for the soil range used, and corrected according to standard dry unit weight relations.
Air content should not exceed 6.8 percent. The family-of-curves and construction acceptance
range will be provided by the Geotechnical Engineer of Record. Suitable hand-operated
compaction equipment should be approved by the Geotechnical Engineer of Record.
The general performance, range and limits of this construction using the recommended
compactor is illustrated on the Compaction Performance and Design Chart in Figure 5. This
specification is presented graphically on the Compaction Control Chart in Figure 6; however, it
should be refined as necessary prior to construction using additional subsurface information.
Figures 3 through 6 are included below.
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8.3.3 General Site Fills for Site Grading and Drainage
General fill for landscaping, grading, and drainage may consist of on-site soil. General fill should
be compacted in 12-inch loose lifts using approved compaction equipment. Visual compaction
controls for wet-of-optimum compaction may be used. Topsoil in landscape areas does not
require compaction beyond that achieved incidentally during spreading and grading.
8.3.4 Compaction Specification Summary
The following summary table is provided for quick reference purposes. The table does not fully
encompass or replace the compaction specifications provided for each fill in the sections above.
Table 7: Compaction Specification Summary
Property
Material
Compactor Equivalent
Minimum Foot Length
jinches}
Maximum Lift Thickness
�inchesy
Minimum Number of Passes
Maximum Air Voids (%)
Minimum Dry Density (pcfl
Minimum Moisture Content
Min Unconfined Strength
(ps�
Building Pad and
Pavement
Subgrade
Fat Clay, Lean Clay,
Sandy Lean Clay,
Clayey Sand and
limestone Pieces
CAT 815
6
10
11
6.4
101.0
12.0
5,500
Utility Trench
Backfill
Fat Clay, Lean Clay,
Sandy Lean Clay,
Clayey Sand and
limestone Pieces
Hand operated
NA
6
8
6.8
91.0
15.5
NA
General
Grading
Fat Clay, Lean Clay,
Sandy Lean Clay,
Clayey Sand and
limestone Pieces
NA
NA
12
NA
NA
NA
NA
NA
8.4 Quality Control and Field Verification Testing
Rone should monitor compaction control and conduct verification testing during all soil
construction. Verification testing of compacted lifts should be conducted at appropriate
frequencies to ensure that compaction controls are effective and design requirements are
achieved in construction. The engineer should monitor the number of compactor passes, lift
thickness, air content, moisture and density for each fill. During fill construction, relatively
undisturbed samples of the compacted fill material should be collected periodically and tested to
osed Village Residential Walsh Rahch � ' �`
R�N,�
confirm the desired strength and stability properties for which the specific compaction controls
were designed.
It is recommended that Rone assist in develop a work plan for effective process controls designed
for engineering requirements, the construction plan, production needs, and direct data verification
records.
Nuclear density gauges are recommended for field testing of compacted lifts. Rone will provide
the specific gravity (GS) values required for each fill, based on compactor performance and the
soil variation expected during construction. The Geotechnical Engineer must also be able to
monitor the specific gravity setting remotely in real-time based on the gauge readings in the field.
8.5 Construction Oversight
Design requirements and recommendations presented in this report are based on critical controls
during the earthworks and soil construction process. The monitoring required to verify the controls
are correctly implemented is essential to proper fill construction. The requirements of this report
are based on limited geotechnical, geologic and hydro-geologic information about the subsurface
conditions. Subgrade conditions have been interpolated and estimated between borings and
subsurface testing locations. Anomalies are often encountered during construction. The potential
for subsurface variation from the conditions used for design could result in design changes and/or
increased geotechnical risk during and/or following construction.
We recommend that Rone be retained to provide the controls needed for proper soil construction,
monitor earthwork operations, observe foundation construction, evaluate materials, and conduct
periodic testing during the soil construction phase of the project. This enables the geotechnical
engineer to verify design conditions, manage ground risk, verify compliant construction, adjust
design requirements when unanticipated conditions are encountered, assist the builder, and
represent owner interests. We expect such sampling will be required for the stockpiled soils
identified along the eastern boundary of the site.
'se Vilfage R�sidential Wals Ranch ` � — � � g � 2
R�NE �
.�
9 BUILDING FOUNDATION STRUCTURE
9.1 Slab Foundation
The proposed residential structures may be supported on ground supported foundations
consisting of a conventionally reinforced beam and slab system or a post-tensioned slab
foundation system, provided the estimated floor movements can be tolerated. The foundations
should be designed with exterior and interior grade beams adequate to provide sufficient rigidity
to the foundation system to tolerate the potential vertical movement of the foundation subgrade.
The following recommendations are and are based upon the grading plans prepared by
Huitt-Zollars. Rone should be contacted to review these recommendations if grading plans are
modified.
A net allowable soil bearing pressure of 2,500 psf may be used for design of all grade beams
bearing in tested and approved controlled fill or suitable native soil. Grade beams should bear at
least 18 inches below final grades.
The bottom of the beam trenches should be free of any loose or soft material prior to the
placement of the concrete. All grade beams and floor slabs should be adequately reinforced for
eccentric loading that could occur from potential differential subgrade movement.
Design criteria for the foundation slab have been estimated according to the Post Tensioning
Institute (PTI) based on the methods described in their most recent manual for designing slab-on-
grade foundation systems. An effective PI of 25 may be used for design of a conventionally
reinforced concrete slab foundation. Recommended PTI foundation design criteria for a
Thornthwaite Moisture Index (TMI) of zero are tabulated below: PTI Foundation Design Criteria.
Table 8: PTI Design Criteria
Parameter
Edge Moisture Variation Distance, em (feet)
Differential Soil Movement, ym (inches)
Condition
Center Lift
Edge Lift
Center Lift
Edge Lift
4.0-inch PVM
6.1
3.5
1.8
2.1
osed Village Residential WaIsM Ranch
i
�o r��
The PTI method incorporates numerous design assumptions associated with derivation of the
variables needed to estimate the foundation design criteria. The PTI method of estimating
differential soil movement is applicable when site moisture conditions are controlled only by the
climate on well-graded building pads (i.e. proper site drainage, properly lined landscaped areas,
no utility water leaks or other free water sources). As soil moisture increases, the soils may swell.
The PTI design method is intended to provide stiffened foundation systems that can perform well
under typical natural changes in soil moisture. The differential foundation movements resulting
from seasonal soil moisture variations are typically much lower than movements that occur due
to free water sources near or beneath the structure, which are not directly addressed by the PTI
design method.
10PAVEMENTS
This report includes recommendations for rigid pavements. While some minor differential
movement should be anticipated, if the provisions of this report are strictly adhered to in
construction, the pavement subgrades can be expected to be relatively stable. To the extent the
provisions of this report are not adhered to in construction, increased risk of ground movement
should be expected. Design of the proposed pavement sections should factor the performance
of the subgrade construction provided for in this report.
10.1 Rigid Pavements
For this project, traffic loading and frequency conditions were estimated for various conditions as
no specific traffic information was provided. The following pavement design has been performed
general in accordance with City of Fort Worth pavement design standards.
Table 9: Pavement Design Input Parameters
Item - - f ~ _ --- Y value
Roacfway Designation
Design life
Concrete Modulus of Rupture, S'�
Number of Traffic Lanes in One Direction
Annual Traffic Growth Rate
Total Equivalent Singie Axle Loads (ESAI
Subgrade Soil Classification [115C5]
Residential
25 years
620 psi
2
1.5%
900,000
Fat Clay (CH)
Collector
25 years
620 psi
2
1.5%
3,000,000
Fat Clay (CH)
o'se�Vil age Residential Walsh Ranch � � �P A"G E � 22�
R� N��.w .r �
Item
Treatment Type
Modulus of Subgrade Reaction, k(CH)
Composite k �lime-treatecl, 8 inchesj
Reliability, R
Standard Deviation, So
Concrete Modulus of Elasticity, E�
Drainage Coe�cient, Cd
Initial Serviceability, po
Terminal Serviceability, p,
Load Transfer Coefficient
N/A
50 psi/in
100 psi/in
90%
0.39
4,000,000 psi
1.0
4.5
2.0
2.7
Value
Lime
50 psi/in
260 psi/in
90%
0.39
4,000,000 psi
1.0
4.5
2.25
3.0
The pavement thickness determinations were performed in general accordance with the "1993
AASHTO Guide for the Design of Pavement Structures" guidelines. The minimum pavement
sections are presented in the table below. These pavement sections are based on estimated
traffic volumes. A more precise design can be made with detailed traffic loading information
during the final geotechnical study.
Table 10: Minimum Residential Street Pavement Sections and Allowable Traffic
� Portland Cement Design ESAL for
TrafFic Use Concrete Flexural/Compressive Strength (psi)
(inches)
Residential Streets 6 564,000 706,000 905,000
Collectors � 8 � 1,400,000 � 1,900,000 � 2,200,000
We recommend a minimum concrete compressive strength of 4,000 psi be used to provide a 620-
psi modulus of rupture. Hand-placed concrete should have a maximum slump of 6 inches. A
sand leveling course should not be permitted beneath the pavement. All steel reinforcement,
dowel spacing/diameter, and pavement joints should conform to applicable City of Fort Worth
standards.
Saw cutting should be performed in specified locations to control cracking due to shrinkage. Saw
cutting should begin as soon as the concrete has obtained enough strength to keep from raveling,
but before cracks can be initiated internally. Saw cut depths generally range from'/4 to'/3 of the
pavement thickness but should be performed as directed by the civil engineer.
posed Village Residential Walsh RancFi� � ' � �' � ` ' - ' �
R�NE J
. ,���
10.2 Pavement Base Course
We recommend 6 inches of lime treated subgrade beneath concrete pavements. At this time, we
estimate approximately 8 percent hydrated lime by weight (36 pounds per square yard for a 6
inch thickness) will be required to adequately treat the pavement subgrade, though the actual
lime requirement should be determined based on the in-place soil properties and soluble sulfate
levels after the pavement subgrade has reached final grade. Lime treatment should be performed
in accordance with Item 260, current Standard Specifications for Construction of Highways,
Streets, and Bridges, Texas Department of Transportation (TxDOT) or other similar standards
approved by the Geotechnical Engineer of Record. Lime treated subgrade should have a PI
between 7 and 15.
The treated subgrade should extend a minimum of 2 feet outside the curb line. This will improve
the edge support of the pavement and reduce the effects associated with shrinkage during dry
periods. Sand or other granular fill should not be used as a leveling course beneath the pavement,
as these more porous materials increase water migration beneath the pavement, causing heave
and strength loss of the subgrade.
10.3 Pavement Construction and Maintenance Recommendations
It is important that the recommended moisture content and compaction be maintained until the
concrete is placed. Maintenance after construction should include regular observation to identify
and seal cracks. A flexible joint material should be used to seal cracks as they degrade, which
can occur during the design life of pavements.
11 SITE COMPLETION AND MAINTENANCE
11.1 Site Grading and Drainage
The geotechnical design for this project accounts for limited assessment of geo-hydrologic
conditions and intends to provide for efforts to maintain stable, moist subgrade conditions after
construction. Site grading and drainage plans should support this intention where possible. Site
grading and drainage should be efficient in paved areas and less efficient in lawn and landscape
areas. Roof runoff should be collected by gutters and downspouts, and discharge onto paved
areas draining away from the building.
se V7 age Residie'ntialWals�-Ranch ' - ' � ' ' " ' ' - - -G'E �
R��.J
11.2 Landscaping and Irrigation
Subgrade moisture levels should be maintained around the building perimeter before and during
construction. Irrigated landscaping and lawn areas are recommended with even distribution
around the structures. Irrigated areas will serve as supplemental moisture sources surrounding
the foundations and pavement areas. Accordingly, regular and uniform irrigation would be
required in these areas, particularly during dry and hot weather periods. Above-grade planters
may also be considered around the perimeter of the building with regular irrigation to maintain
light perimeter infiltration along pavement joints.
12 STUDY CLOSURE
This study is in nature, and the comments and recommendations contained in this report should
not be used as final geotechnical design criteria. Structure-specific supplemental borings and a
final geotechnical report should be performed prior to final design and/or construction.
The analyses, conclusions and recommendations contained in this report are based on site
conditions as they existed at the time of the field exploration and further on the assumption that
the exploratory borings are representative of the subsurface conditions throughout the site with
little variance beyond that found by the borings. If different subsurFace conditions from those
encountered in our borings are observed or appear to be present in excavations, Rone must be
advised promptly so that these conditions can be evaluated and our recommendations can be
reassessed as may be necessary. If there is a substantial lapse of time between submission of
this report and the start of the work at the site, if conditions have changed due either to natural
causes or to construction operations at or adjacent to the site, or if structure locations, structural
loads or finish grades are changed, Rone should be promptly informed and retained if necessary
if the changed conditions warrant review and reassessment.
It is important that Rone be retained to assist in design reviews or review those portions of the
plans and specifications that pertain to earthwork and foundation systems for this particular
project to ensure the plans and specifications are consistent with the controls and
recommendations provided in this report. It is also advised that Rone provide oversight and
monitoring services during construction to ensure that the controls required for design
requirements during earthworks construction are provided correctly and implemented efFectively.
posed Village Residential Walsfi anc ��- ` � '�
R�IVE /
�
This report has been prepared for the exclusive use of the client and their designated agents for
specific application to design and construction of this project. We have exercised a degree of
care and skill exceeding that ordinarily exercised under similar conditions by reputable members
of our profession practicing in the same or similar locality. The engineering services and solutions
provided herein are considered advanced, and while design and construction controls are
improved, no warranty, expressed or implied, can be made or intended.
13 COPYRIGHT 2021 RONE ENGINEERING SERVICES, LTD.
This report provides engineering services, and is in its entirety the sole property of the client, Rone
Engineering Services, Ltd., and its affiliates. Use of this report is subject to all applicable
copyrights. This report may be used in practice or referenced by any project party as necessary,
solely for the party's role on the project for which this report is prepared. Beyond that use, no part
of this report may be copied, downloaded, transmitted, or otherwise reproduced or stored, in any
form or means, except as permitted in writing by Rone Engineering Services, Ltd. Each
reproduction of any part of this report must include all copyright notices, registered trademark (0)
designations, and non-registered trademark (TM) designations.
Project No. 21-25470 sed Village'Residential Walsh Ranch ` � ��� A G E � 2
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Log Project No.
B-1 21-25470 Village Residential-Walsh Ranch •,
Boring Location Makers Way and E. Terminus Romelle St ����
Block 7fi, Lot 3 Fort Worth, Texas
Latitude Water Level Observations {feetj Date E N G I N E E R I N G
32.73627° N While Drilling Not Observed 8-25-21
Longitude At Boring Completion Not Observed e �
97.56588° W End of �ay Not Measured � a n
0 oi ;? t a
� y � N d� C 61 C
a$ � c a ::Y o �•- ° d �•°
$ o� � �,o v E Z �� � � d N
a � Q � Stratum Description � z � � � � � a Y � •� � �
y T > G7 � O N� 'N > N N = C�7 �
� N N W �a a a�ia1°i md �0 3 �' �o
Approximate Surtace Elevation = 871.0 feet � O v� a� a u� LL-PL-PI � v� o � t)
CLAYEY SAiJD [SCy - hrown, with calcareous
nodules and organics 4.5+ 15
�=t
- weathered limestone fragment layer 4.5+ 38 38-15-23 7
867.0
WEATFEERE� LEMEST�NE - tan, severly weathered
5 with clay and sand layers 27-29-5012" 13
� 50/6" 14
50/2"
i0
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� � 851 A
� Boring Termina�ed at Apprflxim�tely 20 Feet
� Proposed Elevation = 874.8 Feet
E Approximate Grading = 3.8 Feet Fill
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Malenal 6aunB8nes are s roximale; m sau. transikions m be radual.
� Driller: Plat@ A.4
� Drilling Method: Continuous Flight Augers
Log Project No.
B-2 21-25470 Village Residential-Walsh Ranch
Boring Location Makers Way and E. Terminus Romelle St �� ��
Block 76, Lot 9 Fort Worth, Texas
Latitude Water Level Observations �feetj Date E N G I N E E R I N G
32.73579° N While Drilling Not Observed 8-25-21
Longitude At Boring Compietion Not Observed ,�
97.56579° W End of �ay Not Measured ' a y
o � - a
a � � y� N y� c a�
� o� � d p a � Y p �•— o 'd � o
a p >•- U Z yE U � dui
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� W Approximate SurFace Elevation = 869.0 feet � O uai a� a in LL-PL-PI � ui p` � cj
4�fDY LEAN CLAY [CL] - dark brown, witl�
organics and weathered limestone fragements
'EATHEREb �.1NlESTONE - tan
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4.5+ 65 39-15-24 18
18
22
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Bvring Terminated at Appraxfmatel�
Proposed Elevation = 872.5 Feet
Approximate Grading = 3.5 Feet Fill
50/'/a"
50/'/4'
�y
21
�, Driller:
� Drilling Method: Continuous Fiight Augers Plate A.�J
Log Project No.
B-3 21-25470 Village Residential-Walsh Ranch
Boring Location Makers Way and E. Terminus Romelle St �l
Block 76, Lot 15 Fort Worth, Texas R� N E
Latitude Water Level Observations {feet] Date E M G 1 M E E R! N G
32.73531° N While Drilling Not Observed 8-25-21
Longitude At 8oring Campietion Not Observed a �
97.56559° W End of Day Not Measured = a v
O D7 w L Q
� y � N d r = � _
C �' d C a a�+ H � d•_ O � � O
$ o� � � O V �r Z y E � N fn
w'°' ° Stratum Descrip tion � z � � c � J � ' � N
� �' a ' ° � � a
y >' Q- > d °1 ° °� �° 'w > � d = c°� E
� N N W �� a m a16i m°1 �0 3 Z` � o
Approximate Surface Elevation = 865.0 feet � O rn a� a v� LL-PL-PI � �n G � c�
FAT CLAY [CH] - dark brown, with organics and
weathered limestone fragements 4.5+ 16
863.�
WEATHERED LlME5FDNE - tan
� 50l'/i' 15
50l'/<"
5
, � 50l'/i' 15
50l'/<"
i0
852. Q
LIMESTpNE - gray
o � 50IY<" 29
Q 50l'/4'
" 15
�
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= 50l'/<" 19
� �0 � 845.0 50l'/<.�
� 8oring Terminated at Approximafely 2fl Feef
� Proposed Elevation = 869.4 Feet
o Approximate Grading = 4.4 Feet Fill
�
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� Material houndariss are ap roxima[e; in s�iu, IransR�ons ma be raduaL
❑
N Driller: Plat@ A.6
� Drilling Method: Continuous F[ight Augers
Log Project No.
B-4 21-25470 Village Residential-Walsh Ranch
Boring Location Makers Way and E. Terminus Romelle St R� �j E
Block 72, Lot 3 Fort Worth, Texas
Latitude Water Level Observations {feetj Date E N G I N E E R I N G
32.73613° N While Drilling Not Observed 8-27-21
Longitude At Baring Completion Not Observed
97.56654° W End of Oay Not Measured ' �
a w
o � - �
o a� � t a
a � � y,� N y r � °� c
� ° � o > •° ca.� °' w z° � E ci � a .�
� � °� Stratum Description � �° � o � �� J � _ � d
m N E > y� `o + � c� Q � ' 'c �a
� 10 � �� F— C l0 •U! y y ?� �` C O
y W Approximate Surface Elevation = 876.0 feet � O vai a� a<n LL-PL-PI � rn ❑ � c�
FAT CLAY (CH) - dark brown, wi�h �al�areous
nodules and organics 3.00 27
4.25 20
872_6
SANDY LEAN CLAY {CL] - tan, with ferrous stains
5 4 50 50 41-17-24 11 0.0 108
�..:."
I-
�: .
425 60 31-16-15 12
F� :
' �—<
867.0
WEATFE�REp LEMESTONE - tan 50/5" 13
1(3
S
r ��� 50/1"
� 86'E.0 24
m � $ LINfEST�NE - gray
_
�
�
0
rn
r
0
�
v
� � 856.0 50/1 " 20
��� Boring Termina;ed at Appraxima[eiy 20 Feet
� Proposed Elevation = 877.5 Feet
o Approximate Grading = 1.5 Feet Fill
a
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m
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7
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�a MalerFal ppundanes are a %in�.7iB: m Siiu. Ifan5iiion$ m3 pe faduel
9 Driller:
L Qriiling Method: Continuous Flight Augers Plate A.%
Log Project No.
B-5 21-25470 Village Residential-Walsh Ranch
Boring Location Makers Way and E. Terminus Romelle St �
Block 73, Lot 3 Fort Worth, Texas R� N E
Latitude Water Level Observations {€eet} Date E N G I N E E R I N G
32.73557° N While []rilling Not Observed 8-26-21
�angitude At 8vring Completion Not Observed � �
97.56638° W End of Day Not Measured � a n
o a� �; t Q"
� y� Y N �� � Bl C
a� �c a Y o �._ o d �o
�° H � J� � E� Z ::� y � �v`�i
r ' � ° Stratum Description z � �� J � � � °�
E � ; 5 =' a w ` � � `
y >' a > y °' ° d � 'N > �' d � c°� E
� N m W � � a a�i afOi m.� �0 3 �' c o
N Approximate Surtace Elevation = 874.0 feet � O v� a� a rn LL-PL-PI � rn o � c..�
FAT CLAY �CFtJ - dark brown, with organics and
weathered limestone fragements 4 5+ 22
s77.o
WEATHER�D L1M�STONE - tan, with clay layers
50/6" 53 7
5
5015" 15
� - no clay layers 50/'/i'
50/'/4'
1D
}
�
o � 50/'/a"
�- 50/'/"
� �� FS
ti
U
C
(.1
�
v
rn
� 856.0
o LIMESTONE - gray
a�
= 50/'/<"
� 20 � 854.0 50/Y4'
� 8oring Terminated at Approximately 20 Feet
� Proposed Elevation = 874.9 Feet
E Approximate Grading = 0.9 Feet Fill
0
v
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0
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01
G
p
MaEeria! 6tlundanes are a mx�mate: �n siku, lransilions ma hE re7du.7l.
N Driller: Plat@ A.$
� Drilling Method: Continuous FlightAugers
Log Project No.
B-6 21-25470 Village Residential-Walsh Ranch
Boring Location Makers Way and E. Terminus Romelle St ����
Block 73, Lot 8 Fort Worth, Texas
Latitude Water Level Observations (feeEJ Date E N G I N E E R I N G
32.73514° N While Driuing Not Observed 8-26-21
Longitude At Bnring Comple[ion Not Observed ,�
97.56621 ° W =° �
End of Day Not Measured Q- N
o � " a
a � _ � y� N yY c � �
� � d a w o � •— � �d -o .�
� � >� U °� Z yE U � dw
L E� ° Stratum Description ��° � o�� J � � d
v � � > � m ° ` � � d a « = L � a
� m °� �� H �m u�iy N 3 �' co
N W Approximate SurFace Elevation = 872.0 feet � O vai a� a in LL-PL-PI � v� o � c�
SAN�Y LEAN CLAY (CL) - dark �rown, rr�ilh organics
and weathered limestone fragements 4.5+ 63 50-20-30 14
8'10.0
! WEATHERE{7 LIMESTONE - tan
` � 50/'/4'
5 — � 50/'%'
�
: � 50/'/i'
i 50/'/4'
i---i
' 50/'/i'
! q5 � 50/'/4'
�
855.0
' LlARESTQH� - gray
50/'/2'
2fl � 852.0 50/YZ'
Boring Terrninated a[ Approxima[ely 20 Feet
Proposed Elevation = 873.6 Feet
Approximate Grading = 0.4 Feet Cut
�
�
Maienai houndaries are a aximsle; irs srtu. irans�iions ma ba raduai.
Driller:
Drilling Method: Continuous FEight Augers Plate A..7
Log Project No.
B-7 21-25470 Village Residential-Walsh Ranch
Boring Location Makers Way and E. Terminus Romelle St �
Block T4, Lot 3 Fort Worth, Texas ��� E
Latitude Water Level Observations {feety Date E N G I N E E R I N G
32.73447° N While Drilling Not Observed 8-30-21
Longitude At 8aring Completion Not Observed � �
97.56613° W End of [?ay Not Measured � °' y
o a ;; t a
� N � N d Y � CI �
Q �' � C a a.d+ Y O �•_ O G) � O
� 0 � _ � ,O U � Z � J � �j G) N
a F a � Stratum Description � z ~ � °� °�� � � � �
e �
� o y� = d a r � o a
� T � ym d� 'w> .N m oE
� N y W � a a a=i a`0i R.d o 3 � � o
Approximate Surtace Elevation = 862.0 feet � O �n a� a rn LL-PL-PI � cn o � c.�
•;: FILL- FAT CLAY (CH) - tan, with weathered limeskane
�' 861.0 fragments
SANDY LEAN CLAY {CL] - brown, with calcareous 4.5+ 60 38-14-24 10
;'�
nodules
� 42-5013" 10
�f
5 ;� 7-11-16 15
;�! N=27
:ii 856.6
� f LFa4N CiAY [CL] - tan, with ferrous stains and trace
f calcareous nodules 4-10-13
�N-23 96 46-14-32 21
f
�. 853.0
WEATH�FtE[] tlME57DN�- tan, with clay seams 50/4" 2�
�o
s��.a
LIMESY[3NE - gray
0 50l'/i'
,� � � � 50l'/<"
m
0
e
c'�i
d
0
rn
L
O
N
� rJ0���4 �
� �� � � 842.Q 50/Y<"
� Boring Terminated at Approximately 20 Feet
w Proposed Elevation = 8BS.5 Feet
o Approximate Grading = 3.5 Feet Fill
a
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Ivta[eriaf nn,mdarr_s �ra a roxima�e: �n silu. iransiiinns ma be raduar.
a`
N Df11ef: Plate A.10
F Dri1ling Method: Continuous Fligh[ Augers
Log Project No.
B-8 21-25470 Village Residential-Walsh Ranch
Boring Location Makers Way and E. Terminus Romelle St R� N E
Block 74, Lot 8 Fort Worth, Texas
Latitude Water Level Observations {feetj Date E IY G I H E� R I N G
32.73409° N While Drilling Not Observed 8-30-21
Longitude At Baring Campletion Not Observed ,�
97.56609° W � �
End of �ay Not Measured a N
o c - Q
a � y y N yY c � c
$ � w
�° � o >•° c°'.� °' w z° d� v � d'y
a T a';� Stratum Description �� � o=� e Q � � o •� ;� �
� N � °� @� � cm w� �' d = c�iE
m
� W Approximate Surface Elevation = 860.0 feet � O ai a� a in LL-PL-PI � ai o � c°�
'��" � FI�L- FAT CLAY (CH) - tan, with weathered limestone
1•'�`.
n 859.6 fragmen;s 4 5+ 9
�� � SANDY FAT ClJ1Y (CH] - brown, with calcareous
_ nodules
4.5+ � 58 � 59-17-42 � 14
5 —1. ,,F.
1
�:
�0 ,
849.
1
50/'/z"
50/Y4"
50/'/<"
50/'/<"
SAN�Y LI
nodules
I3orfng Terminated at Apprvximately 20
Proposed Elevation = 8fiQ.2 Feet
Approximate Grading = 4.2 Feet Fill
calcareous
E- tan, with clay seams
3.00 � 69 � 45-18-27 � 20
3.75
3.00
23
22
y Driller:
� Drilling Method: Continuous Fligh; Augers Plate A.� �
Lag Project No.
B-9 21-25470 Village Residential-Walsh Ranch �--
Boring Location Makers Way and E. Terminus Romelle St R�� E
Block T4, Lot 12 Fort Worth, Texas
Latitude Water Level Observations [feetj Date E N G I N E E R I N G
32.73407° N While Drilling Not Observed 8-26-21
Longitude At Boring Comp€etion Not Obsenred � �
97.56658° W End of �ay Not Measured � a N
o ai �; r a
� � N y � 61 �
Q �' � _ �
a �Y o �r o � '6•—°
$ o� _ >O t� E Z yE � w�n
a E a�° Stratum Description � z � � c 61� J ` � 'c �°'
�e Q � o =�
T a
m > dd ° d� 'w> � m � c°�E
� �� W � a a a�i a16i �°' �0 3 Z' c o
Approximate Surface Elevation = 863.0 feet � O v� a� a v� LL-PL-PI � rn o � c�
LEAN CLAY {CLj - dark brown to tan, with� argani�s,
weathered limestone fragmets, and trace calcareous 4 5+ 4
nodules
4.5+ 96 40-15-25 9
- tan, with ferrous stains and light gray seams
5� 4.5+ 95 48-14-34 16 0.0 109
/
4.5+ 16
��
" 4.5+ 16
�
ij�
i p '%-'
�%. 852.6
WEA7H�RED LIMESFONE - tan
= 50l'/2'
a ` � 50l'/4'
�' 15
�
�C
C�.i
N
❑
Q1
L
O
N �
, o � rJ�%��4 �
� } �sas.o 5a�i4�
�' zfl Boring Terminat�d at Apprnxiinately 20 Feet
� Proposed Elevation = 8E4.8 Feet
� Approximate Grading = 1.8 Feet Fill
0
L
m
[6
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Ca7
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-6
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FAa�erial houndaries arc a ro�imaie: in sisu. Vansitiarrs ma he radual.
N Driller: Plat@ A.� 2
� Drilling Method: Continuous Flight Augers
Log Project No.
B-10 21-25470 Village Residential-Walsh Ranch
Boring Location Makers Way and E. Terminus Romelle St R�� E
Block 74, Lot 23 Fort Worth, Texas
Latitude Water Level Observations {feetj Date E N G I ry E E R I N G
32.73456° N While Driping Not Observed 8-30-21
Longitude At Baring Completian Not Observed
97.56667° W End of l�ay Not Measured ' Q- N
� � a
a � � `w ,� N a`�i r c � c
� o� � d o a �� o a•— o 'd 9 0
i a p >•— U z y E U ?� m N
� N � '� Stratum Description � � o ° � � � a J � � � = a
� m � �� H C R•ul d �N �i �' L O
� W Approximate Surtace Elevation = 864.0 feet � O vai a� a in LL-PL-PI � rn p � c,�
SANDY LEAiJ CLAY (GLj - brawn to tan, with
calcareous nodules and organics 4.5+ 15
�
� 4.5+ 61 45-16-29 13
i; =. _
5 f; �
857.
%
i
%
10 � 854.
s
s 850.
! �
15—! , .
�
L
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0
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3
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N
=AN Cir4Y [CL] - tan, with ferrous sEains, sand,
calcareous nQdules
NE - tan,
- gray
Baring Terminated at Approximatel�
Proposed �levation = 868.7 Feet
Approximate Grading = 4.7 Feet Fill
seams
eet
7-12-25
N=37
16-14-11
N=25
50/4"
50/'/<"
50/'/i'
50/'/i'
50l'/4'
79
�
�
m
�
�
�, Driller:
� Drilliiig Method: Continuous Ffight Augers Plate A.� 3
Log Project No.
B-11 21-25470 Village Residential-Walsh Ranch
Boring Location Makers Way and E. Terminus Romelle St �
Block 73, Lot 14 Fort Worth, Texas R� f� E
Latitude Water Level Observations {feetj Date E N G I N E E R I N G
32.73497° N While Drilling Not Observed 8-26-21
Longitude At 8oring Comple[ion Not Observed � �
97.56671° W End of Day Not Measured � a N
o ai �; r a
Vl y N y yN,, � � �
a � C a N O �. p � .6 O
$ ° ~ � ' � U E � � 1.07• � d •• m
� � ° Stratum Description °' Z ~ °� J ` y
a E a'm � c °� __' a r ' � �a
>. d d�a 'w > .N d = c°� E
� N N W � a a a�i a1°i R°' 0 3 Z` c o
Approximate Surface Elevation = 869.0 feet � O cn a� a u� LL-PL-PI � v� G � c�
CI..AYEI' SAND (SC) - dark brnwn, with organics,
.r^;; calcareous nodules, and weathered limestone
:�� fragements
: I�
4.5+ 2g 51-21-30 17
865.0
WEATHERED LIMESTONE - tan 50/1"
�r � 50/'/="
5 j
s
50/'/i'
� 50/Yz'
i
858A
LIMESTONE - gray
r
Q
� ��S
CS
V
C
U
41
O
�
L
O
N �
�
C 5����2 1
� �0 � 849.0 50/'/<"
� Boring Terminated at Approximately 20 �eet
y Proposed Elevation = 871.4 Feet
E Approximate Grading = 2.4 Feet Fill
0
�
a�
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m
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�
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0
n
0
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N�71
p
6l
C
v
Material boundanas are a rnx�rnate: in silu. uansilions ma �e r�tlual.
N Driller: Plat@ A.� 4
F Drilling Method: Continuous Flight Augers
Log Project No.
B-12 21-25470 Village Residential-Walsh Ranch
Boring Location Makers Way and E. Terminus Romelle St R� � E
Block 73, Lot 22 Fort Worth, Texas
Latitude Water Level Observations �feetj Date E N G I N E E R I N G
32.73556° N While Drilling Not Observed 8-27-21
Longitude At Saring Completion Not Observed ,�
97.56690° W End of Day Not Measured ' a �
0 C .. N
O � 71 L Q'
Q �' �1 y N y Ul C � �
� c� c d c a �: o a'= o '°' �,o
n >•— U Z E V v y
Q; Q�° Stratum Description � z � o� � e Q � ; o � w�
o<n' s ,�, d d � ;,� •v, a� y — � o Q
�a �� H Cm ury � 3 Z' �O
� W Approximate SurFace Elevation = 876.0 feet � O cai� a� a in LL-PL-PI � rn o � c�
FAT CLAY {GHj - dark brown, wilh caicareous
nodules and organics 4.5+ 24
4.5+ � 83 � 61-19-42 � 17
5 ,
� SANQY LEAHk CL4Y CL - tan, with ferrous stains 4.50 15
!/ 1 and calcareous naduies
- tan, with clay seams
0
�� 7
- gray
13orfng Terminated at I�pproximatel�
Proposed Elevation = 878.9 Feet
Approximate Grading = 2.9 Feet Fill
17-18-13 I I 51 I 38-16-22 � 10
N=31
50/'/<" + I I � 30
50/" I
50/'/i' I I I I 13
50/"
50l'/i' � 27
50/"
�, Driller:
� Drilling Method: Continuous Flight Augers Plate A.� 5
Log Project No.
B-13 21-25470 Village Residential-Walsh Ranch �
Boring Location Makers Way and E. Terminus Romelle St R�� E
Block 72, Lot 9 Fort Worth, Texas
Latitude Water Level Observations (feet) Date E N G I N E E R I N G
32.73591° N While Drilling Not Observed 8-27-21
Longitude At Boring Completion Not Observed � �
97.56740° W End of Day Not Measured = a n
o a� ;: L a
� y � N � � � O1 �
G �' � C a ..d. y p �•— O W -a O
$' 0 � � � O V � w+ Z � E �% � GI Vl
� ' � ° Stratum Description °' z ~ °� � � J � � ` °
F J ` w� _' a « ' � =a
y T a •� y 01 � N 9 �f/1 > N y (.� �
� N y W � a a a�i a1°i � 07 �0 3 �' = c
Approximate Surtace Elevation = 882.0 feet � O v� a� a cn LL-PL-PI � v� o � t�
FAT CLAY (CH) - dark brown to tan, with calcareous
nodules and organics 3.25 9
4.25 72 57-23-34 14 102
5 - tan, with ferrous stains and calcareous nodules 4.50 90 54-19-35 14
3.25 17
873.0
WEATHERED LIMESTONE - tan 50/4" 16
10
R � 50l'/4' 21
�' 15
�
U
.�
U
..�.
N
m
N
L
O
N
� �J����2 � � 8
� �a � 8sa.a
� Boring Terminated at Approximately 20 Feet
w Proposed Elevation = 882.8 Feet
� Approximate Grading = 0.8 Feet Fill
0
�
m
ro
`m
m
N
�
.�
7
N
N
a
C
O
�
O
C
,N
O1
O
�
C
p
Material boundaries are a roximate: in silu, transilions ma be radual.
N Driller: Plat@ A.� s
� Drilling Method: Continuous Flight Augers
Log Project No.
B-14 21-25470 Village Residential-Walsh Ranch
Boring Location Makers Way and E. Terminus Romelle St '�
Block 72, Lot 14 Fort Worth, Texas ��� E
Latitude Water Level Observations �feet) Date E N G I N E E R I N G
32.73539° N While Drilling Not Observed 8-27-21
Longitude At Boring Cvmpfetion Not Observed ,�
97.56767° W y = Q ,�
End of Qa Not Measured y
� � ' a
Q �' C y� N y�,�q, C � C
� � a, a �n o � •— � '� � .o
� p >o U d" Z +`y�E (� � dm
� E� a'� Stratum Description � Z o o� � e a-' 3 0 •_ ��
� cn E � °'u°�i � �� y> •y m = c°�E
� W Approximate Surtace Elevation = 880.0 feet � O vai a� a m LL-PL-PI � v3i p � c°�
FAT CLAY {CFE] - dark brown, with calcareous
nodules and organics
67
i
1
�
�
0
�
v
�
�
a�
�
L
E
0
�876.
�
=AN CLAY [CL� - tan, with ferrous stains, sand, and
calcareous nodules
TaNE - tan, with clay seams
LIMrS 1 C7EVk - gl"2y
Baring Terminated at Approximately
Proposed Elevation = 879.7 Feet
Approximate Grading = 0.3 Feet Cut
�
.�
>
�
�
�
C
O
�
O
C
�
3
L
y
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C
o hlateriai bmmdArres are a�m
N Driller:
� EYrilling Method: Continuous Flight Augers
1.00 24
4.5+ 21
4.5+ 78 46-18-28 15
4 25 83 42-17-25 17 108
� 3.75 15
50/'/4' � I I I 21
50/'/z' I I I I 26
Plate A.17
Log Project No.
B-16 21-25470 Village Residential-Walsh Ranch
Boring Location Makers Way and E. Terminus Romelle St R�� E
Block 74, Lot 27 Fort Worth, Texas
Latitude Water Level Observations jfeety Date � r� G i �v E E R 1 N G
32.73458° N While Drilling Not Observed 8-26-21
�ongitude At 8oring Completion Not Observed ,�
97.56718° W � o, ,�
End of Qay Not Measured y
o � - a
C �' �1 y N y N C � L
$ � d � a � w o a -' ° �d � .o
° o >•° c� °f -• z g E c� � � u,
Q E� a�;, Stratum Description � z � o= � e Q J ; o .= w�
� N R °� �� � =m ay �' d = c°�E
N W Approximate Surtace Elevation = 871.0 feet � O uai a� a'v� LL-PL-PI � vi o � cj
' LEAN CLAY (CL] - dark brown to tan, with organics
= and trace calcareous nodules
� 4.5+ 19
�
4.25 20
5 � 4.50 82 42-17-25 14 -0.2 110
' - tan, with ferrous stains
3.50 17
�
,,,
;; ; 4.5+ 12
��
.:�
1�
i,
:%if
f%
J
f
i
F
o �: `� 4.5+ g7 47-16-31 15
a F
m 15 FF.
� '�•
� �,�
m �
o �
rn �
w f/, 853.0
0 1NEAT#1ERED LIMESTONE - E�n
�
� i
3
� �� � 851.0 50/Yz��
�, Boring Terminated at Approxima[eiy 2Q Feet
� Proposed Elevation = 877.7 Feet
o Approximate Grading = 0.7 Feet Fill
�
a�
m
�
�
�
�
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0
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0
U
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7
L
N
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'o Ma[enAl hournianesare a prormale: in si[u. Irans�hrms ma �e radual.
N Driller:
L Drilling Method: Continuous F[ight Augers Plate A.� 9
Log Project No.
8-17 21-25470 Village Residential-Walsh Ranch �,.
Makers Way and E. Terminus Romelle St �
Boring Location � � � �
Block 7�4, Lot 17 Fort Worth, Texas
Latitude Water Level Observations (feet] Date E N G I N E E R I N G
32.73421° N While Drilling Not Observed 8-26-21
Longitude At BQring Gampletion Not Observed a �
97.56702° W End of Qay Not Measured � a n
O Dl d L �
� y � N � Y C � �
a �' � L a a.d+ y p �•_ O W -a .O
� � H C y O V �� Z a.d. J 01 � C N
w � � ° Stratum Description � z � � _ °�a � � �� � �
E __ a r =
� (n � j � � O � � •N > y N G �
� y W � a a a�, a1°i m.�' �0 3 Z' = c
Approximate Surface Elevation = 867.0 feet � O �n a a a rn LL-PL-PI � m o � c�
�;- CLAYEY SAi�I� [5C) - dark brawn, with organics,
866_p calcareous nodules, and weathered limestone 15-50/6" 7
fragements
W�ATHERED LIMESTONE - tan, with clay fayers
50/2" 12
50/'/2'
Y � 50l'/<"
5
50/'/i'
� 50IYi'
1D
853.0
o � LIMESTONE - gray 50/'/i'
� 50/'/<"
�
�
�
�
�
m
6
�
L
O
N
D 50/'/<„
� 2 � 847.Q 50/'/<"
� 8aring Terminated at Appraximateiy 2� Feet
� Proposed Elevation = 867.6 Feet
o Approximate Grading = 0.6 Feet Fill
a
�
m
`m
w
m
a
�
>
�
�
0
C
O
�
O
C
y
01
O
p1
C
Material ho�ndar�es �re a roxinv�te: in siiu. transihons ma be radual.
6
N Driller: Plat@ A.2�
� Drilling Method: Continuous �light Augers
Log Project No.
B-18 21-25470 Village Residentiai-Walsh Ranch
Boring Location Makers Way and E. Terminus Romelle St R� �j E
Block 74, Lot 30 Fort Worth, Texas
Latitude Water Level Observations jfeetJ Date E td G I N E E R I ry G
32.73461° N While i]rilling Not Observed 8-26-21
Longitude At 8oring Cvmpletion Not Observed ,,,,
97.56761 ° W =' °
End of Day Not Measured a N
o = - a
a �' C y� N y� C � C
�' � � O ; � U �� Z � E U j D 0
a T a �� Stratum Description ` Z � � C = a Q J � o C w`7
°' rn E � d d ° d� 'N d — � o a
� m °� �� H �m �ny y 3 Z` co
N W Approximate Surtace Elevation = 874 0 feet � O uai a� a in LL-PL-PI � rn o � c,�
FAT CI..AY {CHj - brown, with calpareous nodGles and
organics
4.5+ 21
4.5+ 87 55-21-34 18 1.9 111
870. Q
SANDY LEAN CLAY (CL) - tan, with calcareous
5 nodules 4.5+ 56 40-18-22 13
� 857.0
WEATHERE€7 L,IM�STONE - tan, with clay layers 50/5" 13
�
50/3" 18
� a - no clay
�
r
r
a � 50/'/<"
°� � �r 50/'/i'
�
U
.0
U
�
O
C� �
R1
L
O 3
� 855.0
� LIMESTqNE- gray 50/'/<"
� 2� � 85�.0 50/'/<"
�, Boring Terminated a[ Apprvximaiefy 20 Feet
� Proposed Elevation = 87G.3 Feet
o Approximate Grading = 0.3 Feet Fill
a
m
i�
A
m
N
a
m
>
�
�
�
C
O
U
N
a
O
C
D
3
L
N
QI
4
Q1
C
o Ma�er�ai Eaundnnes are ao raorimats: in situ, trar,si�ions ma he radual.
N Driller: Plat@ A.2�
� Drilling Method: Continuous Flight Augers
Log Project No.
B-19 21-25470 Village Residential-Walsh Ranch
Makers Way and E. Terminus Romelle St �J
Boring Location R � [�I E
Block 74, Lot 35 Fort Worth, Texas
Latitude Water Level Observations {feetj Date E N G I N E E R I N G
32.73421° N While Drilling Not Observed 8-26-21
Longitude At Boring Camplelion Not Observed � �
97.56785° W End of �ay Not Measured = a n
o y L a
o a�
y � N � N L � C
� a � �� a w y � �!_' O � 9 O
o� � � o V d.. Z Y� C.1 d H
� ' � ° Stratum Description � z � � � �� J � � '" � °
� _' a = ' � =Q
d ,, °' ; r°' ° °'� •�> .y d � ��
� y� W �� a a=ia�0i md o 3 �' co
Approximate Surface Elevation = 871.0 feet � O v� a� a v� LL-PL-PI � rn o � t�
CLAYEY SAN� [5C) - brown, wi[h weathered
limestone fragments and organics 4 5+ 9
i;
°% :
;;:� 4.5+ 45 35-19-16 12
•'' y 86T.0
WEATHERED LlMES7dNE - tan
5 � 50/'/i'
50/'/<"
� 5011 "
50/Yi'
10
858.0
L11N�ST�NE - gray
0 50/3" 17
�' 15
m
U
C
V
N
a
m
�
L
O
� r:
� 50/'/z'
E � �i851.0 50/'/<"
°' �� Haring Terminated at Approximately 20 Fee[
� Proposed Elevation = 873.5 Feet
o Approximate Grading = 2.5 Feet Fill
�
�
�
4
N
�
.�
>
N
N
�
N
O
U
N
d
O
C
�N
�
�
G
�
Material hrnindanzs a�e a rox�mafa: tn silu. IransiGor�s�ma be dual.
N Driller: Plate A.22
� Drilling Method: Continuous Flighi Augers
Log Project No.
B-20 21-25470 Village Residential-Walsh Ranch
Boring Location Makers Way and E. Terminus Romelle St
Block 74, Lot 40 Fort Worth, Texas ��� E
Latitude Water Level Observations �feef] Date E N G I N E E R I N G
32.73453° N While Drilling Not observed 8-26-21
Langitude At Borir�g Completion Not Observed ,,,,
97.56814° W y = a ,�
End of Da Not Measured ,�
o � - a
o s ;; r
a � � y,� N `y � c °� c
� ° F' o � ° v d `v,' Z � .E v � � .�
a T Q�;, Stratum Description L� � o�� e Q J ; o.� ��
°� � � > d� o a� .�,d _ � ;Q
1p % y N
� � W Approximate Surtace Elevation = 875.0 feet � O vai a a' a in LL-PL-PI � v3i o � tj
LEAN CLAY (CL) - dark hrown to tan, with calcareous
� nodules, ferrous stains, and organics 4.5+ 17
,�
��
4.5+ 10
��
5 ,'/ 4.5+ 80 34-16-18 12 0.0 106
�� - tan, with ferrous stains
/j'
� 4.5+ 13
�
��
866.0
WEATHER£p LiMESTONE - tan 50/3" g
10
a �' � 50/3"
� � � � r 50/2"
�
.�
�
m
0
m
r
0
�
�
� 50/4" 14
� 2p 855.a
�, Boring Terminated at Approximately 20 Feet
� Proposed Elevation = $75.7 Feet
o Approximate Grading = 0.7 Feet Fill
ti
m
�
m
m
N
�
.�
�
N
N
�
C
O
N
�
O
C
�
7
L
N
OI
❑
�
�p M.7:�n�1 htl7mdpn65 erC e reximate; m silu. transxmns ma EtC fe�dliei.
� Driller: Plat@ A.23
� Drilling Method: Continuous Flight Augers
Log Project No.
8-23 21-25470 Village Residential-Walsh Ranch � -
Boring Location Makers Way and E. Terminus Romelle St R�� E
Block 72, Lot 40 Fort Worth, Texas
Latitude Water Level Observations �feetj Date E N G I N E E R I N G
32.73426° N While Drilling Not Observed 8-27-21
Longitude At Boring Completion Not Observed � �
97.56855° W End of Oay Not Measured o � a a
0 oi :; L
� � N y = DI �
a � C a « y � d �= 0 G� � O
�+ � d O N« �� C� � 01 fA
� ' � ° Stratum Description ° �z ~ � � � Y J � � = °
E J ` °� _' a 3 ' � �a
y y E > `w °' ° °' a '�n > .'� a� = c°� E
o � W R� a ma16i �d o 3 �' �o
Approximate Surface Elevation = 873.0 feet � O v� a a a cn LL-PL-PI � v� o � c�
SANDY LEAN CLAY {CLj - brawn, with calcareous
nodules 4.25 26
4.5+ 66 36-19-17 17
5 _ • 4.5+ 17
�ii7 i]
WEATHERED L1lVIE5T�NE - tan
� 50/'/z'
50/'/<"
10
� � 50/'/z'
° 50/Y<"
a
�' 15
�
U
C
L�.1
CS
O
�
.�. 85J.O
o tEMES�'ONE - gray
�
� 50/'/i'
� 2� � 853.� 50/'/<"
� 8oring Terminated at Approximately 20 Feet
y Proposed Elevation = 874.8 Feet
o Approximate Grading = 1.8 Feet Fill
a
�
�
a
N
�
�
>
N
N
�
N
O
U
�
O
C
,N
W
❑
CA
C
— MaEenal noundanes are a ro�nmate: in s�W transi[eons ma he radufll.
`a
� Driller: Plat@ A.26
� Drilling Method: Continuous Flighi Augers
Log Project No.
B-24 21-25470 Village Residential-Walsh Ranch
Boring Location Makers Way and E. Terminus Romelle St R� N E
Block 72, Lot 8 Fort Worth, Texas
Latitude Water Level Observations {feet] Date E[d G I A[ E E R I hf G
32.73386° N While DriEling Not Observed 8-30-21
Longitude At 8aring Completipn Not Obsenred ,�
97.56841 ° W =' �
End of Day Not Measured a �
o � ^ a
a � � v,� N d� c °i c
� o � � do a �� c �•— � '� -oo
a p >•— U Z yE U � drn
a; Q�� Stratum Description � z � o �= e Q J ; o.� w d
� N � d "' y H C l0 •N � •y d v�
� W Approximate Surtace Elevation = 868.0 feet � O vai a� a in LL-PL-PI � ai p � cj
SANDY FAT CLAY {CH] - brown
4.5+ 65 53-21-32 18
5
1
0
�
L
O
N
�
C
�
� 2q
�
L
E
0
64
57.
- gray
- tan, v+n[n ciay seams
50/4"
50/4"
50l'/z'
50/'/4'
ksormg ierm�nated at Apprnximately 2Q Feet
Proposed Elevation = 870.3 Feet
Approximate Grading = 2.3 Feet Fill
�
.�
>
�
�
a
N
O
U
d
O
C
�
7
L
y
�
�71
C
'o Mnleria3 Ac
N Driller:
� Drilling Method: Continuous
�
4.5+
18
8
16
Plate A.27
Log Project No.
8-25 21-25470 Village Residential-Walsh Ranch
Boring Location Makers Way and E. Terminus Romelle St ��� C
Block 72, Lot 15 Fort Worth, Texas G
Latitude Water Level Observations (feet) Date E N G I N E E R I N G
32.73372° N While Drilling Not Observed 8-30-21
Longitude At Boring Completion Not Observed � �
97.56895° W End of Day Not Measured � Y" N
0 oi �; r �"
� y � N � � � Ol �
G � d L a •+ N O �.
� O � � O
� � � � O V E•+ Z � E N «. d V)
« ' °' °- Stratum Description � z � � c 61� ' J ` � c � °'
E �' a w ' � a
a �, a m ` m ° "' �o 'w > y m � c°� E
��� W R� a a�ia16, md c 3 �' �o
Approximate Surface Elevation = 871.0 feet � O rn a a a rn LL-PL-PI � rn o � c.�
SANDY FAT CLAY (CH) - brown
869.d
WEATHERED LIMESTONE - tan, with clay seams
45-50/5" 30 6
50l'/<"
i� 5����z �
5
i, 50�,�=�
50/'/4'
1
p
°7 4 5
�
� 855.�
i LIMESTONE - gray
a
m
rn
L
O
N
� 5����2 1
� 2Q �� 851.0 50l'/4'
� Boring Terminated at Approximately 20 Feet
� Proposed Elevation = 873.1 Feet
o Approximate Grading = 2.1 Feet Fill
�
d
�
�
a
�
v
.�
>
�
�
�
N
O
U
N
L
O
C
W
01
P
r3!
� Material bnundanes are a roximate: in silu. Iransitions ma be radual.
0
N Driller: Plat@ A.Zv
� Drilling Method: Continuous Flight Augers
Log Praject No.
8-26 21-25470 Village Residential-Walsh Ranch
Boring Location Makers Way and E. Terminus Romelle St R� � E
Block 7'S, Lot 19 Fort Worth, Texas
Latitude Water Level Observations {feetj Date E N G I N E E R I N G
32.73441° N While Drilling Not Observed 8-27-21
Longitude At Baring Campletion Not Observed ,�
97.56918° W y = �
End of Da Not Measured a y
o � - a
a � '� d N y w c �
� a~ o >° U °'w z° y� V � dv�i
a ._
� s � Stratum Description � �° � o � � � � � w � �
m N E > �� `o �c �� a « ' '_ �a
o y W A S - 1°� a a�iw �d �0 3 �` co
;
� 877.
5
i:� :
�//r
%� /
/f.
i .•
i' '.
1 Q .;,,
Ii;: ' 870.
pproximate urface Elevation - 881.0 feet
�T CLAY �CHj - dark prown, with calcareous
nodules and organics
� O �n a� a m LL-PL-PI � �n p � c�
4.5+ 22
4.00 � 96 � 81-27-54 � 25
=AN CLAY (CLj - tan, with ferrous stains an
calcareous nodules
4.5+
15
4.00 � 80 � 43-14-29 � 16
4.5+
❑ LIMESTONE - tan
r
�
` 1
�
U
.0
L
U
N
O
N
�
N
L
O
N
�
C
.�
�z
�
L
E
0
50/'/z'
50/'/4'
� .o
Boring Terminated at Approximately 20 Feet
Proposed Elevation = 882.6 Feet
Approximate Grading = 1.6 Feet Fill
�
.�
>
�
�
a
c
0
�
0
C
�
7
L
N
.Cii
a
m
c
a h7aEenal tnund
N Driller:
F Drilling Method: Continuous Fli
50/'/i'
50l'/<"
15
Plate A.29
Log Project No.
B-28 21-25470 Village Residential-Walsh Ranch
Boring Location Makers Way and E. Terminus Romelle St ����
Block 72, Lot 30 Fort Worth, Texas
Latitude Water Level Observations {feet] Date E N G I N E E R f N G
32.73531° N While Driliing Not Observed 8-27-21
Longitude At Borii�g Campletion Not Observed ,�
97.56984° W End of Day Not Measured ' a y
o = Q
o a� a> 'r
� N L
a �' � y� yw C � C
� o� c d o a �y ° a'— ° d �.o
a p >•— C) Z y E U ?� d m
a T a';� Stratum Description L� � o� � e Q � � e � ;� �
� N m °� �� � cm v�iy •`� d ' c�iE
N W Approximate Surtace Elevation = 895.0 feet � O uai a� a in LL-PL-PI � v3i o � cj
FAT CLAY (CH) - dark brown, with sand and
calcareous nodules
� 50/'/i'
50l'/<"
- weathered limestone fragements
4.5+ 7g 58-19-39 14
5 4.5+ 23
889.0
SANDY LEAN CLAY [CL} - tan, with ferrous stains
� and trace calcareous nodules
4.5+ 50 41-16-25 12
�
� 2.50 17
:`i
10 ��" � 885.0
WEATHERED lI3NEST4iV� - tan
s
°n , � 50/'/z'
`' 15 > � 50/'/4'
U
C
U
N
O
m
L
O
N
�
�
� �o �a��.o 5oii<��
�, Boring Terminated at Apprnximately 20 Feet
� Proposed Elevation = 897.9 Feet
o Approximate Grading = 2.9 Feet Fill
�
�
R
m
v
w
a
m
>
a�i
�
0
C
O
U
N
a
0
c
a
�
c
�
�
rn
c
o Ma�enai bouiidaries are �pprnz�mate:+n s�w. iransit;ans ma ka radual.
9 Driller: Plat@ A.3�
� Drilling Method: Continuous F[ight Augers
Log Project No.
8-29 21-25470 Village Residential-Walsh Ranch
Boring Location Makers Way and E. Terminus Romelle St �
Block 72, Lot 35 Fort Worth, Texas R��I E
Latitude Water Level Observations (feet) Date E N G I h1 E E R f N G
32.73512° N While Drilling Not Observed 8-27-21
Longitude At Boring Completion Not Observed � �
97.57059° W End of Day Not Measured � Q' w
o rn ;� L a
Y N N C � C
G � y= d r�n O � C) � a�i �n
x�� o �.� v Ew Z �,E
a � Q �;� Stratum Description L z � � � = o Q J � � �< < �
a
T 01 � N 9 �N � ,y d = f�.l E
� N m W � a a a�i a1°i m.°_' 0 3 �` c o
� Approximate Surface Elevation = 890.0 feet � O cn a a a v� LL-PL-PI � �n G � t�
WEATHERED LIMESTONE - tan
i 5oriz �
sor/<"
� 50/'/<"
50/Y�'
5 �
884.0
FAT CLAY (CH) - dark brown, with calcareous
nodules 4.5+ 26
4.50 93 70-24-46 26
1d
877.0
LEAN CLAY (CL) - tan, with ferrous stains
� 3.50 15
0
a
m 15 %i
'� ' f;
c 'F,
w � �i`.
n 'f- 873.a
� WEATHERED LIMESTONE - tan
L
O
N
� —.
s 50/'/i'
� 2 � 87�.D 50/'/<"
� Boring Terminated at Approximately 20 Feet
� Proposed Elevation = 894.6 Feet
o Approximate Grading = 4.6 Feet Fill
a
�
�,
�
w
w
�
.�
>
�
�
�
c
0
�
0
r
N
QI
O
@
C
— Malr.rial boundaries are a roxima[e: in situ, lransitions ma be radual.
`o
� Driller: Plat@ A.32
� Drilling Method: Continuous Flight Augers
Log Project No.
B-30 21-25470 Village Residential-Walsh Ranch
Boring Location Makers Way and E. Terminus Romelle St R��j E
Block 72, Lot 39 Fort Worth, Texas
Latitude Water Level Observations (feet) Date E N G I N E E R I N G
32.73449° N While Drilling Not Observed 8-25-21
Longitude At Boring Completion Not Observed ,�
97.57040° W End of Day Not Measured ' Q- �
� a
O 01 ,4; L
Q. � � y w N y w = � C
�' p T � y � Q, �� p d'- � Ol 9 O
r � p >•— U 2 y E U ?� a> vi
� T a'� Stratum Description ` Z o o= = e Q � � e = ��
rn E d a d� 'w �' — � o a
� � d w H =R N> .y ar uE
y W Approximate Surtace Elevation = 885.0 feet � O ai a� a in LL-PL-PI � cn o � cj
;�, LEAN CLAY (CL) - dark brown to tan, with organics
and calcareous nodules
f� 4.5+ 25
�f�
/,
�� 4.5+ 14
�
- tan, with sand
5 i 4.5+ 85 43-9-34 13 0.0 26 10,200
�
� 4.5+ 12
I
4.5+ 12
1
E;
�
�
� � 871.0
n WEATHERED LIMESTONE - tan, with clay layers 27-50/2" 57 29-12-17 9
�' 15
�
�
�
m
0
rn
L
O
N
�
� z i 50/1" 28
� 2� + 865.0
�, Boring Terminated at Approximately 20 Feet
� Proposed Elevation = 890.4 Feet
o Approximate Grading = 5.4 Feet Fill
a
�
m
�o
�
N
D
N
>
N
N
a
C
O
U
N
n
0
c
D
7
L
N
m
O
�
C
o Material boundaries are a roximate; in situ. Iransitions ma be radual
N Driller: Plat@ A.33
� Drilling Method: Continuous Flight Augers
Log Project No.
B-31 21-25470 Village Residential-Walsh Ranch
Boring Location Makers Way and E. Terminus Romelle St �� � C
N/A Fort Worth, Texas G
Latitude Water Level Observations (feet) Date E N G I N E E ft 1 N G
32.73401° N While Drilling Not Observed 8-25-21
Longitude At Boring Completion Not Observed e �
97.56978° W End of Day Not Measured o � � a
p � r L
� N � N � Y � DI �
a � C ..d. ,p •- O � 9 C
$ y d r�i! O
� � o � o v E.. Z � E t1 m �n
r Stratum Description � z ~ � � �� ~ J � � '= � �
E � Y c c' a � � � �
a �, a m � o �� —
� � m W � � a a�i a10i m.d �c 3 2' = c
� Approximate Surface Elevation = 881.0 feet � O v� a a a v� LL-PL-PI � cn o � t�
FAT CLAY (CH) - tan, with organics and calcareous
� . ` nodules 4.25 18
�.:
4.5+ 90 51-17-34 16 0.8 99
5 4.5+ 14
4.5+ 15
873. �
LEAN CLAY (CL) - dark brown to tan, with organics
% and calcareous nodules
4.50 37-13-24 18
10 �J ;:
'.%i
i:
!J
/�
,�
�� ss�.o
o WEATHERED LIMESTONE - tan, with clay layers 5014" 37
c
� 15
V
_
L�.1
N
a
rn
� 863.0
o LIMESTONE - gray
�
� 50/6" 15
� 20 88i.�
� Boring Terminated at Approximately 20 Feet
� Proposed Elevation = 879.4 Feet
� Approximate Grading = 1.6 Feet Cut
0
a
e�
m
ia
cai
m
�
.�
>
m
�
v
c
0
�
0
C
�
m
O
i�
� Malenal houndaries are a roximate: in si[u. transilions ma be radual.
❑
a Driller: Plat@ A.34
� Drilling Method: Continuous Flight Augers
. ....
�' ����'� Undocumented Fil
�n.r n.
. a.., .
'�'f % Lean Clay (CL)
% J
3 y�� : Gravelly Lean Cla�
. �� .
Fat Clay (CH)
� `-�'.~� ��_ Gravelly Fat Clay
;� ..� f�.
/
SOIL OR ROCK TYPES
(CL)
(CH)
_�'_ " `' `-.: Clayey Gravel (GC)
I I I � Silt (ML)
i ��
� Poorly-Graded Sand (SP)
� Well-Graded Sand
��'� � Clayey Sand (SC)
,�� �
:�.�,o�.:
°'�'--°.°� Well-Graded Gravel (GW)
D
-- Marl
-- --- Weathered Shale
Shale
,� Weathered Limestone
Limestone
DRILLING AND SAMPLING MEFFE�Q.
Shelby
Tube
Split
Spoon
i
Texas
Cone
Pen
CFA
TERMS DESCRIBING CONSISTENCY, CONDITION, AND STRUCTURE OF SOIL
Fine Grained Soils �Mo�e cna� soi Passing No 200 Sieve)
Consistency Penetrometer Reading, (tsf)
Very Soft < 0.5
Soft 0.5 to 1.0
Firm 1.0 to 2.0
Hard 2.0 to 4.0
Very Hard > 4.0
C08PS8 Gf81112d SOI�S (More than 50% Retained on No. 200 Sieve)
Penetration Resistance
(Blows / Foot)
Oto4
4 to 10
10 to 30
30 to 50
Over 50
Soil Structure
Calcareous
Slickensided
Laminated
Fissured
Interbedded
TERMS DESCRIBING PHYSICAL PROPERTIES OF ROCK
Hardness and Degree of Cementation
Very Soft or Plastic
Soft
Moderately Hard
Hard
Very Hard
Poorly Cemented or Friable
Cemented
Descriptive Item
Very Loose
Loose
Medium Dense
Dense
Very Dense
Unconfined Compression, (psfl
< 1000
1000 to 2000
2000 to 4000
4000 to 8000
> 8000
Relative Density
0 to 20%
20 to 40%
40 to 70%
70 to 90%
90 to 100%
Contains appreciable deposits of calcium carbonate; generally nodular
Having inclined planes of weakness that ate slick and glossy in appearance
Composed of thin layers of varying color or texture
Containing cracks, sometimes filled with fine sand or silt
Composed of alternated layers of different soil types, usually in approximately equal proportions
�
�i
Rock
Core
Can be remolded in hand; corresponds in consistency up to hard in soils
Can be scratched with fingernail
Can be scratched easily with knife; cannot be scratched with fingernail
Difficult to scratch with knife
Cannot be scratched with knife
Easily crumbled
Bound together by chemically precipitated material; Quartz, calcite, dolomite, siderite, and iron oxide are common cementing
materials.
Degree of Weathering
Unweathered Rock in its natural state before being exposed to atmospheric agents
Slightly Weathered Noted predominantly by color change with no disintegrated zones
Weathered Complete color change with zones of slightly decomposed rock
Extremely Weathered Complete color change with consistency, texture, and general appearance approaching soil
, ,
�sw� R�N E
E N G I N E E R I N G
KEY TO CLASSIFICATION AND SYMBOLS PLATE A.35
Major Divisions Syrm� Typical Names
N
N
.�
a�
>
N
�n
0
O
N
0
z
� �
i� �
� �
C L
-� c�
L �
C� �
� m
� �L
� �
L �
U �
a�
L
0
�
(0
L
C
(0
�
a�
O
�
a�
�
�
�
c
O �
�j.N
c� �
� �,
� � �
in
m o �
� U
O �
,� z
� �
L �
c �
(B
�
a�
`o
�
�
� �
� C
� `�_
� O
� c
� O
c� �
a�
U �
J
Well graded gravels,
GW gravel-sand mixtures,
little or no fines
�
>
N
cn
0
0
N
0
Z
c
�
�
�
(n L^'
� W
•/O� �
VJ �
� �
c .�n
c� �L
� �L
� �
c �
I.L �
L
�
�
0
�
�
c
ca
�
a�
0
E
.�
c
o �
' � .N
N �
� �
� �
{0 �
� o�
� U
C ,� �
� o Z
m �
��
C L
N �
�—
a� �L
o �n
E
Poorly graded gravels,
GP gravel-sand mixtures,
little or no fines
�, Silty gravels, gravel -
� � � GM sand - silt mixtures
:.- �
� �
'� � a
°�' � a GC Clayey gravels, gravel
@ Q � - sand - clay mixtures
�J �
� � SW Well graded sands,
� ;� gravelly sands, little or
o � no fines
� ° Poorly graded sands,
N �
U.:.. SP gravelly sands, little or
� no fines
�n --
�a�a
`� � �
L . ,�
� V O
.� � �
� Q c
�
Q QC
� - C
c� m
SM I Silty sands, sand silt
mixtures
Clayey sands, sand
SC clay mixtures
Inorganic silts and very fine
sands, rock flour, silty or
T N ML clayey fine sands, or clayey
� °° silts with slight plasticity
�_� Q Inorganic clays of low to
� — � CL medium plasticity, gravelly
� � � clays, sandy clays, silty
= .�T clays, and lean clays
[A -�
'J O� Organic silts and organic
silty clays of low plasticity
m
� @
T �
� L
U �Q
w. u�
� � m
[S3 �
{� "C] w.
•-_ �
CIJ �'
_.:�
�' �c �n
ca —
_ � u�i
O
I Inorganic silts, micaceous
MH or diatomaceous fine sandy
or silty soils, elastic silts
CH Inorganic clays of high
plasticity, fat clays
OH I Organic clays of inedium to
high plasticity, organic silts
Pt 1 Peat and other highly
organic soils
Laboratory Classification
Criteria R � � C
G
E N G I N E E R I N G
�
'o
�
� � ��3a)z
c C=—fi� greater than 4: C=------ between 1 and 3
u p c
�� ,o D x Dso
m
a�
oNot meeting all gradation requirements
�; " `� for GW
� � �°
�� c°"i3 uvj � Liquid and Plastic limits Liquid and plastic
.N .� ��� below "A" line or P.I. limits plotting in
�� a U� greater than 4 hatched zone
�6 "' C7 {'3 �'
between 4 and 7
`o� o � are borderline
z ��:L Liquid and Plastic limits
�` ��� above "A" line with P.I. cases requiring use
�� '� greater than 7 of dual symbols
: �
�
L
�� : U p �p�2
� o � � C� - fi� greater than 6: C� __ 30-- between 1 and 3
i� �
(p : •L o D x Dco
"CJ @ : �
C �. : : �
o� �� m Not meeting all gradation requirements
" � for SW
�o °;� :
� � � � c
�II �o 'n f7..N N
�� o��� Liquid and Plastic limits Liquid and plastic
� Q°�� N below "A" line or P.I. limits plotting
��@�' '" � less than 4 between 4 and 7
0]
� ° � � o � are borderline
� ���,���
�� ��, Liquid and Plastic limits cases requiring use
n� m° above "A" line with P.I. of dual symbols
o � @ greater than 7
60
50
w 40
0
Z
�
v 30
�
�
¢
a
20
10
UNIFIED SOIL CLASSIFICATION SYSTEM PLATE A.36
� 0 10 20 30 40 50 60 70 80 90 100
LIQUID LIMIT
PLASTICITY CHART
SWELL TEST RESULTS
Village Residential-Walsh Ranch
Makers Way and E. Terminus Romelle St
Fort Worth, Texas
Rone Project Number: 21-25470
Boring Depth � l�iquid ! f'lastic Plasticity � initial Final Load r Swell
�#t) Limit Limit fndex MC (°Ioj MC �°IoJ � �psf] i �°Io}
B-4 5 41 17 24 13 17 625 0.0
B-9 5 48 14 34 18 21 625 0.0
B-15 7 25 15 10 13 16 875 0.0
B-16 5 42 17 25 14 17 625 0.0
B-18 3 55 21 34 20 22 375 1.9
B-20 5 34 16 18 12 20 625 0.0
B-21 3 70 24 46 27 29 375 0.6
B-22 5 30 17 14 17 24 625 0.0
B-30 5 43 9 34 11 18 625 0.0
B-31 3 51 17 35 16 19 375 0.8
PLATE A.37
f 8908 Ambassador Row, Dallas, Tx 75247
� Texas Engineering Firm Registration, No. F-1572
� � � � Corporate Phone: (214) 630-9745
E A R T H W O R K 5 RE�TM Compaction Design Report
�ject Number: 21-Z5470 Fill: Foundation Report Number: 25470-01
Nroject Name: Village Residential-Walsh Ranch Remarks: Subgrade ReconstructionReport Date: 9/22/2021
Project Owner: Quail Valley Land Company, LLC Produced By: Gary Hougardy
Control Specifications and References Lift Properties at 97% Compaction on Construction Curve t
Min % of Max Dry Density 97% D i 1 Wet Sidel r n
Resilient Modulus Method AASHTO �(%) 8.6 12.1 fi% MC
Compacted Fill Property Requirements
Air Voids Percentage 6.4%
Factor of Safety 2.4
Design Compaction Conditions
Loose Lift Thickness (in) 10
Compactor CAT 815
USCS Classification SC
Specific Gravity 2.66
Liquid Limit (%) 30
Plasticity Index (%) 13
Plastic Limit (%) 17
% Fines (Passing #200) 30
% Gravel (Retained #4) 3
% Sand (Passing #4) 67
Ranges
2.66 - 2.70
29 - 32
11 - 14
28 - 32
2-28
40 - 70
Y (Ibs/ft3)
S (%)
e
Na (%)
c� Potential (%)
UCS (Ibs/ftz)
c (Ibs/ftz)
(6 (°)
Free Swell (%)
CBR* (%)
CBR* (%)
Res Mod (Ibs/in�)
Res Mod (Ibs/inz)
ASTM D 2166
ASTM D 2850
ASTM D Z850
ASTM D 4546
Soaked
Unsoaked
Soaked
Unsoaked
122.1
63.9
0.36
9.5
+4.9
5,778
1,695
29
2.7
1.2
55.4
1,780
33,347
122.1
89.6
0.36
2.7
+1.4
4,843
1,540
25
1.4
5.8
9.5
7,871
10,791
f2%
f3%
t3%
f3%
f 3 °/a
t20%
t10%
t10%
t25%
t10%
f10%
f10%
t10%
"�
_n
F-
��
_r
�
�
r'.
�
.
.
.
1 sF. ', c.o,�sc. G�a,;�
•
♦ """' �L
.�
.�
.
.
.
.
iaa
Li€i Constructian Cur�e
w : 14:s�
v : I?3.$ lhs:'ft=
.'
s
_ .
.�
, .
97�c com�actian _ . _ _. • -- {.. . -- • -- `•',, �'.
f 22.�111isJft -- • -- • -
t � � �'.
�zo � � '.
.
� �
.
� ' •,
� •
i
.�
i �
� �•
iF �
1 I
� i ,'.
.
; '•
.
a
110
Construction Control Specifications
Minim m A fi M xim rrt p n i
Construction Curve 97%
W-of-❑ tirnum Moi re Ran e for 7°I
10.0% - 12.1% (t1% MC)
Minimum # of Roller Passes
1 � (Equiv. 5 roundtrip passes, full liR coverage requi�ed)
Compaction curves should be obtained
regularly with changes in material index
properties and upon change in color or
texture for effective construction control.
M-D probe depths should be centered on
the center of the compacted lift.
t c and �- Unsatu�ated triaxial test, tota/ stress soil parameter.
UCS - Unconfined Compressive Strength.
Measured ualues indude a, y, UCS, c, m Free Swel% and CBR
(soaked and unsoaked). Calculated ua/ues indude 5, e, Na, ra
Potential, and Resilient Modulus (soaked and unsoaked).
Wet side permeability in field not factored in Free Swell test
condifion.
* CBR based on field compacted state.
1 Properties �epresent average ✓alues.
� � �
E _ ; Soil Sample Date: 8/26/2021
; Loc: On-Site
,oF� Desc: Upper-bound, full soil range
.IO. c � 12_1�c
F ,o �� Authorization By:
_l�loisture Cc�ntent_ c� 1�c j Print Name:
GraphicspoweredbyMathematica Date: Firm Reg.#:
��e of this Compaction Design Report ("CDR") is subject to all copyrightr and shall comply with the terms and conditions oF all software licenses applicable to the generation of this report. This CDR may be
used in practice solely for design analysis purposes for the above fill lift t"Fili"] and Project, and the use of this CDR for any other use or fill lift other than that Fill or for any purpose is not permitted. This report
applies only to liffs compacted over stiff and well-compacted lifts and subgrades. No part of this CDR may be �opied, downloaded, stored in a retrieval system, further transmitted, or othenvise reproduced,
stored, disseminated, transferred, or used, in any form or by any means, except as permi[ted in writing by Rone Engineering Services, Ltd. Each reproduction of any part of this CDR must contain all copyright
notices and registered trademark designations (OO ) and non-registered trademark designations ('"^).
Version: 2.31.1 - 7.2
!` 8908 Ambassador Row, Dallas, Tx 75247
�� �� Texas Engineering Firm Registration, No. F-1572
Corporate Phone:(214) 630-9745
E A R T H W O R �C S RE�TM Cornpaction Design Report
Project Number: Z1-25470 Fill: Foundation Report Number: 25470-02 �
Project Name: Village Residential-Walsh Ranch Remarks: Subgrade Reconstruction Report Date: 9/22/2021
Project Owner: Quail Valley Land Company, LLC Produced By: Gary Hougardy
Control Specifications and References Lift Properties at 95% Compaction on Construction Curve t
Min % of Max Dry Density 95% D i 1 Wet Sidel Tolerance
Resilient Modulus Method AASHTO o�
Compacted Fill Property Requirements
Air Voids Percentage 6.4%
Factor of Safety 1.4
Design Compaction Conditions
Loose Lift Thickness (in) 10
Compactor CAT 815
USCS Classification CL
Specific Gravity 2.68
Liquid Limit (%) 41
Plasticity Index (%) 24
Plastic Limit (%) 17
% Fines (Passing #200) 65
% Gravel (Retained #4) 2
% Sand (Passing #4) 33
Ranges
2.66 - 2.70
39 - 43
22 - Z6
63 - 67
1-11
22 - 36
ASTM D z166
ASTM D Z850
ASTM D 2850
ASTM D 4546
Soaked
Unsoaked
Soaked
Unsoaked
c� ( o)
Y (Ibs/ft3)
S (%)
e
Na (%)
w Potential (%)
UCS Qbs/ftz)
c (Ibs/ftz)
�6 (°)
Free Swell (%)
CBR* (%)
CBR* (%)
Res Mod (Ibs/inz)
Res Mod (Ibs/inz)
10.1
114.5
58.8
0.46
13.0
+7.1
7,838
2,404
27
8.9
1.1
36.2
1,646
25,414
14.7
114.5
85.4
0.46
4.6
+2.5
7,261
Z,471
22
2.7
3.7
8.3
5,517
9,910
t1% MC
f2%
t3%
t3%
f3%
t3%
f20%
f10%
t10%
f25%
f 10%
f10%
f10%
t10%
,�
.
iso �� co„�c. �_
.�
� ------- �ti`
.
� �
.�
� `.
�z� '.
.
Lift Construetion Curve
c� = 11J`�'.
1 : 1205 lbslft�
":�
�r
fi_
��
�
r�
4--a
1 �:1
:F' g;�'c com acuon
�. - .�. -•--•--•
j 1145 lbsJft3
11U
10F
.�
.
.�
.
, i �
i �
i�a
Construction Control Specifications
Minim �I f M xi m❑ n i
Construction Curve 95%
et-of-D timum Moisture R n e for 9°I
11.7% - 14.7% (f1% MC)
Mi i m# fR II rP ss
11 (Equiv. 6 roundfiip passes, full liR roverage requi�ed)
Compaction curves should be obtained
regularly with changes in material index
properties and upon change in color or
texture for effective construction control.
M-D probe depths should be centered on
the center of the compacted lift.
t c and m- Unsaturated triaxia/ fest, tota/ stress soil pa�ameter.
UCS - Unconfined Compressive Strength.
Measu�ed ua/ues indude r., y, UCS, c, m free Swel% and CBR
(soaked and unsoaked). Ca/culated values indude 5, e, Na, a
Potential, and Resilient Modulus (soaked and unsoaked).
Wet side permeability in field not factored in Free Swell test
condition.
* CBR based on fie/d compacted sfafe.
1 Properties represent average ualues.
, ; Soil Sample Date: 8/26/2021
, ;
Loc: On-Site
, Desc: Upper-bound, predominant soil range
�11.7 c �1�.7�c
'� 'F `° Authorization By:
\+Ioisf�.ue C�C�Rt2Ili_ Gl (�e) Print Name:
GraphicspoweredbyMathemafica Date: Firm Reg.#:
Use of this Compaction Design Report ("CDR'� is subject to all copyrightr and shall comply with the terms and conditions of all soRware licenses applicable to the generation of this report. This CDR may be
used in practice solely for design analysis purposes for the above fill lift ("Fill") and Project, and the use oF this CDR For any other use or fill lift other than that Fill or for any purpose is not permitted. This report
applies only to lifts compacted over stiff and well-compacted liFts and subgrades. No part of this CDR may be copied, downloaded, stored in a retrieval system, further transmi[ted, or othenvise reproduced,
stored, disseminated, transferred, or used, in any form or by any means, except as permi[ted in writing by Rone Engineering Services, Ltd. Each reproduction of any part of this CDR must contain all copyright
notices and registered trademark designations (�) and non-registered trademark designations ('"").
Version: 2 31.1 - 7.2
DI ATC /� '2Q6,
i �
�-
8908 Ambassador Row, Dallas, Tx 75247
Texas Engineering Firm Registration, No. F-1572
� � � � Corporate Phone:(214)630-9745
E,4 R T H W O R K S RE�T"' Compaction Design Repart
oject Number: 21-25470 Fill: Foundation Report Number: 25470-03
Project Name: Village Residential-Walsh Ranch Remarks: Subgrade Reconstruction Report Date: 9/22/20Z1
Project Owner: Quail Valley Land Company, LLC Produced By: Gary Hougardy
Control Specifications and References Lift Properties at 95% Compaction on Construction Curve t
Min % of Max Dry Density 95% Dr ' 1 i 1 Tolerance
Lab Reference Standard ASTM D 698 (SP) ��o�o� 12.5 16.7 f1% MC
Resilient Modulus Method AASHTO y(Ibs/ft3) 109.0 109.0 f2.0%
Compacted Fill Property Requirements
Air Voids Percentage 6.4%
Factor of Safety 1.1
Design Compaction Conditions
Loose Lift Thickness (in) 10
Compactor CAT 815
USCS Classification CH
Specific Gravity 2.68
Liquid Limit (%) 53
Plasticity Index (%) 33
Plastic Limit (%) 20
% Fines (Passing #z00) 81
% Gravel (Retained #4) 2
% Sand (Passing #4) 17
Ranges
2.66 - 2.70
51-55
31-35
79 - 83
1-4
13-ZO
S (%)
e
Na (%)
c� Potential (%)
UCS (Ibs/ftz)
c (Ibs/ft2)
f� (°)
Free Swell (%)
CBR* (%)
CBR* (%)
Res Mod (Ibs/inz)
Res Mod (Ibs/inz)
ASTM D 2166
ASTM D 2850
ASTM D 2850
ASTM D 4546
Soaked
Unsoaked
Soaked
Unsoaked
62.8
0.53
12.9
+7,4
7,Z19
2,299
25
11.1
1.0
30.0
1, 541
22,534
83.9
0.53
5.6
+3. Z
7,003
2,527
18
3.6
3.1
7.1
4,709
8,967
t3%
t3%
t3%
f3%
f20%
f 10%
t10%
f25%
f10%
f10%
f 10%
f 10%
I
�
�
�ll
�
f `
.
� LF. �. •
� , ♦ CO1Y�i. rvl➢I4 _
. ' Y
. '• — — — — 45TAiD69S"
.
4 7.Pa�
. �
j `• Lab r� af 9�yc compaction
�-� j ,' Dry Side_ 17_ Uc
Lift Construction,C'urae �'et Side_ 21_8 �k
t� : 1�_��e �`.
� � F y : l I4_81bs/f� '•.
.
.
I,,'
I
.•� �•�
RjW corn�actron--------- --•--�-----•--•--
109_ IbaJft� I � :�ST11I D b98 [SP)�*
f � � W : 18_7�c ��.
�
! � �� : 10=�_8 lbsf�•.
• o�� � • .
' i � �� '.
i
� . � '
100
s�
, ' / \
1 �r .
I I► ��
l I/ �
� � `
I �I
��
/�
'��_�ti � i�.�r9�C .. �
1D 15 ='�
l�Ioicttu-e Content. o� ('-•� 1
_-'ASTM D 69B (SP) equivalent, corrected to control �elative moisture sfandard in construction. Graphics powered by Mathema[ica
Construction Control Specifications
Minim m°I f M xfm m❑ b n i
Construction Curve 95%
ASTM D 698 (SP) 104%
Wet-of-O im m MaisCure Ran f r 95°/a
14.0 - 16.7% (f1% MC)
Nlinimum # of Raller P�SS�
12 (Equiv. 6 roundt�ip passes, full lift coverage required)
Compaction curves should be obtained
regularly with changes in material index
properties and upon change in color or
texture for effective construction control.
M-D probe depths should be centered on
the center of the compacted lift.
t c and 0- Unsatu�ated triaxia/ tesf, tota/ st�ess soil paramete�
UCS - Unconfined Compressive Sfrength.
Measured ualues indude r�, y, UCS, c, m Free Swel% and CBR
(soaked and unsoaked). Calculated va/ues indude S, e, Na, r.i
Potential, and Resilient Modulus (soaked and unsoaked).
Wet side permeability in field not factored in Free Swell test
condition.
* CBR based on fie/d compacted state.
1 Properties represent average ualues.
Soil Sample
Loc: On site
Desc: Midpoint,
Date: 8/27/2021
predominant soil range
Authorization By:
Print Name:
Date: Firm Reg.#:
ljse of lh+s Compaction Design Repor[ {"CbR"j Vs Subject [a ail �opyrlghis anq shail �omp]y witii [he Yerms an[E [unditipns of ali sofh•+are li:en5e5 app!�cahle in the generadon of [his re�wri. This CDR may Ese
used m practice Sv[�!ylnr de5ign analysis purpase5 for [he a6ove FII IiR �"Fill"] and Projed, and the use o[ [hi5 COR fer any athe� use ar fli lift ather than lttat Fi€I or For arsy purpose is nat permitted. Thls re#�nrt
apFlles only to IiF15 C�mp�[ted over stiH and �vell-Campe[[ed lihs and suh9rad�. No Fart o[ [his CL3R may lae Ctlpied, downloaded, stored m a re[rie�al sys[em, further tran5mitted, or atherv+�se rEprpdu[ed,
3ornd, dissemina[ed, Eransf�rred, or used, in any lorm ar by any means, eKcepi as permitted in tvnfing by Rone Engineering Serwees, L[d. Ea[h repraductiRn of any part o` Fhis CDR rn[zst �on[ain all rapyright
non�vs and reg�s[ered Erademark des�gnations t�4'] 3nd ndi3•regis[ered Sr�dCm�rk deslg��a[ia�a5 {"'y.
Vers�an: �.31.1 • 7.2
% 8908 Ambassador Row, Dallas, Tx 75247
���� Texas Engineering Firm Registration, No. F-157Z
Corporate Phone: (214) 630-9745
6 A R T H W O R K 5 RE�TM �ompaction Design Report
Project Number: 21-25470 Fill: Foundation Report Number: 25470-04 '
Project Name: Village Residential-Walsh Ranch Remarks: Subgrade ReconstructionReport Date: 9/22/2021
Project Owner: Quail Valley Land Company, LLC Produced By: Gary Hougardy
Control Specifications and References Lift Properties at 95% Compaction on Construction Curve t
Min % of Max Dry Density 95% Dr i � Wet Sidel ITo erance
Resilient Modulus Method AASHTO ��o� o
Compacted Fill Property Requirements
Air Voids Percentage 6.4%
Factor of Safety 1.1
Design Compaction Conditions
Loose Lift Thickness (in) 10
Compactor CAT 815
USCS Classification CH
Specific Gravity 2.68
Liquid Limit (%) 63
Plasticity Index (%) 42
Plastic Limit (%) 21
% Fines (Passing #200) 93
% Gravel (Retained #4) 0
% Sand (Passing #4) 7
Ranges
2.66 - 2.70
61 - 65
40 - 44
91-95
0-1
4-9
o)
Y (Ibs/ft3)
S (%)
e
Na (%)
c� Potential (%)
UCS (Ibs/ft2)
c (Ibs/ftz)
� /o�
Free Swell (%)
CBR* (%)
CBR* (%)
Res Mod (Ibs/in2)
Res Mod (Ibs/inz)
�zo'
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1'F • 20 2F
�'Iaisture Cont�nt, cv (cti l
ASTM D 2166
ASTM D 2850
ASTM D 2850
ASTM D 4546
Soaked
Unsoaked
Soaked
Unsoaked
14.5 18.6
104.8 104.8
65.1 83.7
0.60 0.60
13.0 6.1
+7,8 +3.6
6,355 6,115
2,070 2,281
24 17
12.8 4.3
0.9 2.9
25.2 6.0
1,318 4,391
20,144 8,032
t1 /o MC
f2%
t3%
t3%
f3%
f3%
f20%
t10%
t10%
f25%
t10%
f10%
f 10%
t10%
Construction Control Specifications
Minimum °I ❑F Nl i m Q i
Construction Curve 95%
Wet-oF- timum Ninistur Ran e for 95°I
15.9% - 18.6% (t1% MC)
# rPse
1Z (Equiv. 6 roundtrip passes, full liR couerage requiredJ
Compaction curves should be obtained
regularly with changes in material index
properties and upon change in color or
texture for effective construction control.
M-D probe depths should be centered on
the center of the compacted lift.
t c and m- Unsafu�ated triaxia/ test, tota/ stress soil parameter.
UCS - Unconfined Compressive Strength.
Measured values indude r�, y, UCS, c, m Free Swel% and CBR
(soaked and unsoaked). Calcu/ated values indude 5, e, Na, w
Potentia/, and Resilienf Modulus (soaked and unsoaked).
Wet side permeability in field not factored in Free Swell test
condi[ion.
* CBR based on fie/d compacted state.
I Propeities represent average ualues.
Soil Sample Date: 8/26/2021
Loc: On-Site
Desc: Lower-bound, predominant soil range
Authorization 8y:
Print Name:
GraphicspoweredbyMathematica � Date: Firm Reg.#:
llse a! [his Compac[ion DeS�gr: Revon {'C6R"] is subjert �o an copyrights and sl�all �om�Ey wiFh Ihe [erms and �andrtions af al3 wfiiya+� I�renses appll�ahle to [ne yenera[ipn vF lh�s repo�t. This COR may 6e
used in prartice soleiy [pr des:gn analys�s purgos�s [pr the above CII IiFt ("Filf"] ar.d Pro3ecl, arid the use af [his CbR for any a[her use or fii li![ ather [han tha� FIII ar fnr anv Purpose is naa �ermitted. 7his repott
appl�e5 only lo filts c�mpar[ed over s[iff and tivell•cpmpaC[ed fiFis anG suhgr�des. tVo par[ of ihis COR may be cap�r.i, downlpadetl, 5[ared in a �etne"ai systam, funl4er iransmi[ted, a other5•ri5e rpprpdu[ed,
stpred, di55Nmin�[�, t�anslerred, rn used, m any inrm Or yy any means, excep[ as permitted in wri[�ng i7y Rone Engineering S�r�i�es, L[d. Earh reprpduci�on of any �a�t of [his C�R must cantain ail �apyrrght
natices and regis[ered Lrademark designations [(a1} and non-regiSEered trademark de5igna[ions ["`].
Version: 2.31.1 - 7.2
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PLATE A_38d
8908 Ambassador Row, Dallas, Tx 75247
Texas Engineering Firm Registration, No. F-1572
� � � � Corporate Phone:(214) 630-9745
E p R T H W O R K 5 �E�TM �ompaction Design Report
oject Number: 21-25470 Fill: Foundation Report Number: 25470-05
Project Name: Village Residential-Walsh Ranch Remarks: Subgrade ReconstructionReport Date: 9/22/20Z1
Project Owner: Quail Valley Land Company, LLC Produced By: Gary Hougardy
Control Specifications and References Lift Properties at 94% Compaction on Construction Curve t
Min % of Max Dry Density 94% D i 1 W i � Tolerance
Resilient Modulus Method AASHTO �(%) 15.7 20.3 fi% MC
Compacted Fill Property Requirements
Air Voids Percentage 6.4%
Factor of Safety 1.0
Design Compaction Conditions
Loose Lift Thickness (in) 10
Compactor CAT 815
USCS Classification CH
Specific Gravity 2.68
Liquid Limit (%) 70
Plasticity Index (%) 45
Plastic Limit (%) 25
% Fines (Passing #200) 98
% Gravel (Retained #4) 0
% Sand (Passing #4) 2
Ranges
2.66 - 2.70
68 - 72
43 - 47
97 - 99
0-0
1-3
ASTM D z166
ASTM D 2850
ASTM D 2850
ASTM D 4546
Soaked
Unsoaked
Soaked
Unsoaked
Y ilbs/ft3)
S (%)
e
Na (%)
w Potential (%)
UCS (Ibs/ftz)
c (Ibs/ftz)
� (°)
Free Swell (%)
CBR* (%)
CBR* (%)
Res Mod (Ibs/inz)
Res Mod (Ibs/inz)
101.4
64.3
0.66
14.2
+8.7
5,794
1,913
23
13.9
0.8
21.3
1,138
18,095
101.4
83.3
0.66
6.6
+4.1
5,560
2,110
16
4.8
2.8
5.1
4,135
7,231
f2%
t3%
t3%
t3%
f3%
fZ0%
f10%
f10%
t25%
t10%
t10%
f10%
t10%
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Construction Control Specifications
Niinimum °Io of Maximurn �ry ClenSi�
Construction Curve 94%
We -of-Q imum i�aisEur R n e for 94°I
17.1% - 20.3% (f1% MC)
Minimum # of Roller Passes
1 Z (Equiv. 6 roundtrip passes, full /iR coverage requiredJ
Compaction curves should be obtained
regularly with changes in material index
properties and upon change in color or
texture for effective construction control.
M-D probe depths should be centered on
the center of the compacted lift.
t c and m- Unsaturated t�iaxial test, total stress soil parameter.
UCS - Unconfined Compressive Strength.
Measured ualues include r�, y, UCS, c, m Free Sbve/% and CBR
(soaked and unsoaked). Calculated ualues indude S, e, Na, m
Potential, and Resilient Modulus (soaked and unsoakedJ.
Wet side permeability in fie/d not factored in Free Swell test
ronditian.
* CBR based on fie/d compacted state.
1 Properties represent auerage values.
; Soil Sample Date: 8/26/2021
Loc: On-Site
Desc: Lower-bound, full mixed soil range
?c ?�i. ? �c
ZU
���oisture Cantent_ c� (�•� i
`�' Authorization gy:
Print Name:
GraphicspoweredbyMathematica Date: Firm Reg.#:
l]seo[ [his Cumpa�tipn �es�gn Repart ("C6R"j is subject [o all �apyrights and shall comply tivi[h [he le�m5 and carxJi[�an5 eF a!f sufiw3re lir.znses applicable [0 the generatian pf Ehis reporE. Th+s COR may 6�
used in Rra[Sice sDlely for design analysis ryurpaWs �nr lhe �bave f1! EiFt ["Fll"] ar:d Prryj�[[, and lhe use oF [his COA �or any o[her use vr fill IiFE o[her than [ha[ Fin or [ar any purpase is not RermiLted. ThiS r�port
app��es Only to I�RS epmpacted over 5lif} ar�d rvell-compac[ed litt5 and Suhgrades. No p��r[ af ;hi5 C6R may he co-pied, duwnload�d, s[orsd in a r�irie�al systern, further [ran5mi[ted, qr pEhennse reproduced,
sEored, disseminated. [ransferrad, ar used, in any form or by any means, ex�ept as permiued in writing by Rane Engineering Serv��es, L[d. Ea[h repradu�tion of any part a� �h�s CDR musi wntain ali ttrpyrighi
nflti�es and registaied [radernark designa[ions (��] and nar+-registered txademar� design3t�ons {"'].
Version' 2.31.! - 7.2
APPENDIX B
R� N�
FIELD EXPLORATION
Subsurface conditions were defined by 31 sample borings located as shown on the Boring
Location Diagram, Plate A.3. The borings were completed at locations staked in the field by Rone
personnel. The borings were advanced between sample intervals using continuous flight auger
drilling procedures. Field and laboratory test results, sample depth, description, and soil
classification based on the Unified Soil Classification System are shown on the Logs of Boring.
Keys to the symbols and terms used on the logs are presented in Appendix A.
Relatively undisturbed samples of cohesive soils were obtained using nominal 3-inch diameter
tube samplers at the locations shown on the Logs of Boring. The tube sampler consists of a steel
tube with a sharp cutting edge connected to a head equipped with a ball valve threaded for rod
connection. The tube is pushed into the soil by the hydraulic pulldown of the drilling rig. The soil
specimens were extruded from the tube in the field, logged, tested for consistency with a hand
penetrometer, sealed and packaged to limit loss of moisture.
The consistency of cohesive soil samples was evaluated in the field using a calibrated hand
penetrometer. In this test, a'/4 inch diameter piston is pushed into a relatively undisturbed sample
at a constant rate to a depth of approximately'/4 inch. The results of these tests are presented at
the respective sample depths on the Logs of Boring. When the capacity of the penetrometer is
exceeded, the value is tabulated as 4.5+.
Samples of stiff and/or granular materials were obtained using split-barrel sampling procedures
in general accordance with ASTM D1586. In the split-barrel procedure, a disturbed sample is
obtained in a standard 2-inch OD split-barrel sampler driven 18 inches into the ground using a
140-pound hammer falling freely 30 inches. The number of blows for the last 12 inches of the 18-
inch penetration is recorded as the Standard Penetration Test resistance (N-value). The N-values
are recorded on the Logs of Boring at the depth of sampling. The samples were packaged and
returned to our laboratory for further examination and testing.
Groundwater observations during and at completion of drilling are shown on the Logs of Boring.
Upon completion of drilling, the boreholes were backfilled with auger cuttings to ground level.
�
R�w,�
LABORATORY TESTING
Laboratory tests were performed on selected samples retrieved from the borings to evaluate the
engineering characteristics of the subsurface materials, and to provide data for developing
engineering design parameters. The subsurface materials recovered during the field exploration
were described by an engineering geologist or senior staff member in the field and/or the
laboratory, and were later refined based on results of the laboratory tests performed.
Classification Tests
All recovered soil samples were classified and described, in part, using the Unified Soil
Classification System (USCS). Visual classification of soils was verified by index testing, including
natural moisture content determinations, Atterberg limits, and gradation tests (percent passing
the No. 200 U.S. Standard Sieve). All testing was performed in general accordance with
applicable American Society for Testing and Materials (ASTM) procedures as follows:
Test ~ y ASTM Standard Number
Atterberg Limits D4318
Percentage of Particles Passing the No. 200 Sieve D1140
Moisture Content D2216
Swell Test D4546, Method B
��
Swell Test
In the swell test, a sample is placed in a consolidometer and subjected to the estimated
overburden pressure. The sample is then inundated with water and allowed to swell. Moisture
contents are determined both before and after completion of the test. Test results are recorded
as the percent swell, with initial and final moisture content. Detailed swell test results are
tabulated in Appendix A.
6.2
APPENDIX C
The Geoprofessional Business Association (GBA)
has prepared this advisory to help you — assumedly
a client representative — interpret and apply this
geotechnical-engineering report as effectively as
possible. In that way, you can benefit from a lowered
exposure to problems associated with subsurface
conditions at project sites and development of
them that, for decades, have been a principal cause
of construction delays, cost overruns, claims,
and disputes. If you have questions or want more
information about any of the issues discussed herein,
contact your GBA-member geotechnical engineer.
Active engagement in GBA exposes geotechnical
engineers to a wide array of risk-confrontation
techniques that can be of genuine benefit for
everyone involved with a construction project.
Understand the Geotechnical-Engineering Services
Provided for this Report
Geotechnical-engineering services typically i�ldude tlie planning,
collection, interpretatiun, and analysis of e�ploratory data from
widely spaced borings and/or test pits. Field data are comhined
with results fi-om laboratory tests of soil and rock samples obtained
fi-om field exploration (if applicable), observations made durina site
reconnaissance, and historical infonnation to form one or more models
of the expected subsurface conditions beneath the site. Local geology
and alterations of the site surface and subsurface b}' previous and
proposed construction are also important considerations. Geotechnica]
engineers apply their engineering training, experience, and judgment
to adapt the requirements of the prospective project to dle subsurtace
model(s). Estimates are made of the subsurface conditions that
will likely be exposed during construction as well as the expected
perforniance of foundations and other structures being planned and/or
afFected by construction activities.
llie culmination oY these geotechnical-engineerin� seivices is t}'pically a
geotecl�nical-engineering report providing tl�e data obtained, a discussion
of the subsurface model(s), the engineering and geologic engineering
assessments and analyses made, and the recommendations developed
to satisfy the given requirements of die project. These reports ntay be
tided investigations, explorations, studies, assessments, or evaluations.
Regardless uf the tide used, the geotechnical-engineering report is an
engineering interpretation of the subsurface conditions within the context
of the project and does not represent a close examination, systematic
inquiry; or thorough im�estigation of all site and subsurface conditions.
Geotechnical-Engineering Services are Pertormed
for Specific Purposes, Persons, and Projects,
and At Specific Times
Geotedlnical engineers structure their services to ineet the specific
needs, goals, and risk management preferences of their dients. A
geotechnical-engineering study conducted for a given civil engineer
will not likely meet the needs oFa civil-works constructor or even a
different civil engineer. Because each geotechnical-engineering study
is unique, each geotechnical-engineering report is unique, prepared
solely for the dient.
Likewise, geotechnical-engineering services are perfonned for a specific
project and purpose. For example, it is unlikely [hat a geotechnical-
engineering study for a refrigerated warehouse will be the same as
one prepared for a parking garage; and a few borings drilled during
a preliminary study to evaluate site feasibilify �vill not be adequale to
develop geotechnical design recommendations for the project.
Do uot rely oii this report if your geotechnical engineer prepared il:
• for a different client;
. for a different project or purpose;
• for a ditTerent site (that may or may nol indude all or a purtion of
the original site); or
• before important events occurred at the site or adjacent to it;
e.g., man-made evenls like construction or environmental
remediation, or uatural events like tloods, droughts, earthquakes,
or groundwater fluctuations.
Note, too, the reliability of a geotechnical-engineering report can
be affected by the passage of time, because of factors lil:e changed
subsurface conditions; new or modihed codes, standards, or
regulations; or new techniques or tools. If you nre the least bit uncertnin
about the continued reliability of this report, contact your geotechnical
engineer before applying the recommendations in it. A minor amount
of additional testing or analysis after the passage of time — if any is
required at all — could prevent major problems.
Read this Report in Full
Cosdy problems have occurred because those relying on a geotechnical-
engineeriug report did not read the report in its entirety. Do not rely on
an executive summary. Do not read selective elements only. Read and
refer tu the report iri fiill.
You Need to Inform Your Geotechnical Engineer
About Change
Your geotechnical engineer considered unique, project-specihc factors
when devclupin� die scope of study behind this report aiid developing
the confirmatinn-dependent recommendations the repart conveys.
T��}iical changes that could erode the reliability of this report indude
those that affect:
• Ihe si[e's size or shape;
• the elevation, conhguration, location, orie�ltation,
function or weiglit of d�e proposed structure and
the desired performance criteria;
. the composition of the design team; or
• project ownership.
As a general rule, always inforin your geotech�lical engineer of project
or site changes — even minor ones — and request an assessment of their
impact. 71ie geotech�iicul engineer who prepared this report cannut accept
■ � ■
��
�
�� r
�
responsibility or liability for proGleins that arrse becaa�se the geotecluiicul
engiiieer wns not informed about developmet�ts the engineer otherwise
would hai�e considered.
Most of the "Findings" Related in This Report
Are Professional Opinions
Before construction begins, geotechnical engineers explore a site's
subsuria�e tiains �'ariuux sam�lin�; aitd t�slin�, praredures. G�•e�teciinical
tli�iri�r�•s r�ru aGsa•i�e a�rua! sc�f�sir: fr�er �orrdirrairs ��+r1J� rrr rla�sc• sprcific
inra[ie��rs svflere s�r�r+�1lr,�� nnd tcsri+�g i.: �rerjcsrrriert. The clala ilrri�'rcl from
that sampling and testing were reviewed by your geotechnical engineer,
who then applied professional judgement to fonn opinions about
subsurface conditions throughout the site. Actual siteti�ide-subsurface
conditions may differ - maybe significantly - from those indicated in
this report. Confront that risk by retaining y�our geotechnical engineer
to serve on the design team through project completion to obtain
infonned guidance quickly, whenever needed.
This Report's Recommendations Are
Confirmation-Dependent
The recommendations included in this report - including any options or
alternatives - are confirmation-dependent. In other words, they are not
IFnal, hewiEu tizr Ser�te�liitii�al �n�uieer s+•kz« �t4v�lnpc�! ilacm r�li�cl hea�-ily
un iuci�eme�it and Upiiziuiz t�i ci�� su.l�Gir g�u�e�hnical �iigi:zecr c:u7 �inaHze
�he recnn�mt�ld:�lic�ns curiy a�ie�r al�s�1•�•i�+g�+�rir��! si+l�siri•�Lrcr rnirdr[ic�ris
exposeif �iuiiiz�; ismsiru�lii�n. If ilin�u�h ��hsen•ali�ioz y�ur �,cn[r�hni��il
eugineer t�+nfirius tEiat tlle �undilivns assusued t�s e�isi arluallV d� eEist,
the reccrnvmnda�inns e:in 1�� relied upnn, assumin� nn nlher rh:tiiges have
occurred. 77ie Qeotecl2nical ertgineer who p1-epared fhis report ca�inot assunie
responsrbilit�� or liabilrtv for co�ifiimation-dependent recomniendatiolis if yoii
fail to retnin that engi�ieer to perforan ions[ruction observatim2.
This Report Could Be Misinterpreted
❑[Izrr �ir��giz prnl'essionals' misinlerp�ctaliun ul �ec�lerhni�:il-
en�ineerin� rc}��rEs has resulted ii� cuslly pr.�t�leu�s. Cunlr��n� ihal risk
hy 11a�-in3 r��ui' �enlechnical engin�er ser�•e as a rantintiiitg n��mber of
the design team, to:
. confer with other design-team meinbers;
. help develop specihcations;
. review pertiiient elements of other design professionals' plans and
specifications; and
. be available whenever geotechnical-engineerin� guidance is needed.
You should also confront the risk of constructors misinterpretiug this
report. Do so by retaining }'our geotechnical engineer to participate in
prebid and preconstruction conferences and to perfonn construction-
phase observations.
Give Constructors a Complete Report and Guidance
Some owners and design professionals mistakenly believe they can shift
unanticipated-subsurface-conditions liability to constructors by limiting
the infor�nation they provide for bid preparation. To help prevent
tlze �osilt•, �ai�lentious problems this practice has caused, indude tlle
cnEn��irl� �e��technica]-engineering report, along with any attachments
or appendices, �vith your contract docwnents, but be certaiFi to note
iai�sEiir�rn�r.fti dlur� ynu've iirrfirrfec! Nie rnate�•i�sf tnr iv�j�+ii�r��[tnn purposes
wrii'. Tu :s�'u'sd ���isiinderstancling, y��u may alsci ��'ant tU nute that
"infnrm.alinnal pur�nsL;' means cnnstructors ha�•� no rigl3l to rely on
tlir in��rpre[.tli�,ns, ��E,{niuns. cc�nclusin��ti, or rcccuns7zrsa�iaii�,n. in lhr
i'��u��'�. Fie certain lliat cemstru[tors i:nu�v �h�r �na}' l�arn :�be�uE sE�erific
prnject requiren��a�ts, inriudin� optirnzs aclz�t«i irnm tlze rcps�rl, n��lti
from the design drawings and specifications. Remind constructors
thal lliey r�z:e]• per��r�it ti�eir �nz•n studirs iFtftiey wa��t tU, and br srcr•c• [c�
nitt�i+• rl�augir rh�rt• tn ��rmi� [he�n tn c�i� sa []nly tliei3 rnigllt yau be in
a p��sitie�n tei gir� C�msU'uclurti ihc inli�rni.a�i�tin a�'aiiah€� ln }�nu, ��•hile
requiriiit; [hrm lU at ieast sltare some �� thr linaiuial s'espuizsihililir>
stemming from unanticipated conditions. Conducting prebid and
preconstruction conferences can also be valuable in this respec[.
Read Responsibility Provisions Closely
Some client representatives, design professionals, and constructors do
not realize that geotechnical engineering is far less exact than other
rn�in�ering �3istipiin�x. 7Tiis hap}�ri��in parl herautir soil an.i ro�k on
ps'�jtici su�s are [i'picall}' lieterogeilevus and nut manufac�urecl materials
�rith t��ell-deiined �oi�i3ie�ring prn}�crties like steel arid co�zrrete. �lhat
lack of understanding has nurtured unrealistic expectations that have
resulted in disappointments, delays, cost overruns, claims, and disputes.
To confront that risk, geotechnical engineers commonly include
explanatory provisions in their reports. Sometimes lahelecf "limitalions;'
many uf these provisions indicate where geotechuiral engiiieers'
responsibilities begin and end, to help others recognize their own
responsibilities and risks. Read these provisions dosely. Ask questions.
Your geotechnical engineer should respond fully and frankly.
Geoenvironmental Concerns Are Not Covered
The personnel, equipment, and tecliniques used to perform an
environmental study - e.g., a"phase-one" or "phase-two" em�ironmental
site assessment - differ signiticandy from those used to perforin a
�«�tetlinii�iE-esi�in�e�'�n� slt�dl'. I�ur [hat r�•aYnit, a ��ri�erll�iical-citgineeri�ig
I'�F7UI-[ l�1105 flU[ LltiU.III�' F�TUYI�L' L•Ilt'IT'C�i1fT1L'Tlli3� Iii1CIiFl�s, �nnilusic�nti, c�r
rcru��itnenel:uiw3s; r.g., ab�uc tlx likrlilwctid u� encu��orteriny un�feryr��inc!
storage tanks or regulated cont�uninants. Unanticipated subsurface
em�irorimental problem� hnve led to projec t failures. If you have not
obtained your o�v�t ci�rironmental inlurmatiun al���ut llae project site,
ask yow� geotechnical cnnsultant f'�r a rernmizienda�ion on how to find
environmen[al risk-management guidance.
Obtain Professional Assistance to Deal with
Moisture Infiltration and Mold
While your aeotechnical engineer ma}� ha�•e addressed ground�vater,
water infiltration, or similar issues in this report, the engineer's
services were not designed, couducted, or intended to prevent
migration of moisture - including water vapor - from the soil
through building slabs and walls and into the building interior, where
it can cause mold growth and material-performance deficiencies.
Accordingly, proper implemeritatio�i of thegeotecltriicnl engineer's
recommettdations will not of itself be su�'icie�it to prevent
moisture inftltration. Confront the risk of moisture inftltration by
including building-envelope or mold specialists on the design team.
Geotechnical engiiieer•s are not building-envelope or mold specialists.
�GEOPROFESSIONAL
BUSINESS
r ASSOCIATION
Telephone: 301 /565-2733
e-inail: inio@geoprofessional.org www.geoprofessional.org
S.upyri�6t 2Pl!� hy Ci�•��pruli���unal liu.:i��r;.:�..n��ai�un i� ik�:ly. llu}Tliea�imti. rtpr��duc�[inr:. nr e�iEi)•inb u!' �hii dncu�uc��l. ira �rl�ul� ur iu Nan.l+]' am' niran. s��Gsi.nrcrr, is sendly
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GR-01 60 00
PRODUCT
REQUIREMENTS
Approval Spec No.Classsification Manufacturer Model No.National Spec Size
Storm Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 03/19/2021)
9/28/2018 33 05 13 Manhole Frames and Covers AccuCast (Govind Steel Company, LTD)MHRC #220605 ASTM A48 AASHTO M306 **24" Dia
9/28/2018 33 05 13 Manhole Cover Neenah Foundry NF-1274-T91 ASTM A48 AASHTO M306 32" Dia
9/28/2018 33 05 13 Manhole Frames and Covers Neenah Foundry NF-1743-LM (Hinged)ASTM A48 AASHTO M306 32" Dia
9/28/2018 33 05 13 Manhole Frame Neenah Foundry NF-1930-30 ASTM A48 AASHTO M306 32.25" Dia
9/28/2018 33 05 13 Manhole Frames and Covers Neenah Foundry R-1743-HV ASTM A48 AASHTO M306 32" Dia
4/3/2019 33 05 13 Manhole Frames and Covers SIP Industries ++2279ST ASTM A48 AASHTO M306 **24" Dia
4/3/2019 33 05 13 Manhole Frames and Covers SIP Industries ++2280ST ASTM A48 AASHTO M306 32" Dia
10/8/2020 33 05 13 Manhole Frames and Covers EJ ( Formally East Jordan Iron Works)EJ1033 Z2/A ASTM A536 AASHTO M306 32.25" Dia
CITY OF FORT WORTH
TRANSPORTATION & PUBLIC WORKS DEPARTMENT
STORMWATER MANAGEMENT DIVISION
STANDARD PRODUCT LIST
PAGE 1 OF 3
**Note: All new development and new installation mahnole lids shall meet the minimum 30-inch opening requirement as specified in City Specification 33 05 13. Any smaller opening sizes will only be allowed for existing manholes that require replacement
frames and covers.
Updated: 03/19/2021
* From Original Standard Products List
Approval Spec No.Classsification Manufacturer Model No.National Spec Size
Storm Sewer - Inlet & Structures 33-05-13 (Rev 10/13/2021)
10/08/20 33 49 20 Curb Inlets Forterrra FRT-10x3-405-PRECAST**ASTM C913 10' X 3'
10/08/20 33 49 20 Curb Inlets Forterrra FRT-10x3-406-PRECAST**ASTM C913 10' X 3'
10/08/20 33 49 20 Curb Inlets Forterrra FRT-10x4.5-407-PRECAST**ASTM C913 10' X 4.5'
10/08/20 33 49 20 Curb Inlets Forterrra FRT-10x4.5-420-PRECAST**ASTM C913 10' X 4.5'
10/08/20 33 39 20 Manhole Forterrra FRT-4X4-409-PRECAST-TOP ASTM C913 4' X 4'
10/08/20 33 39 20 Manhole Forterrra FRT-4X4-409-PRECAST-BASE ASTM C913 4' X 4'
10/08/20 33 39 20 Manhole Forterrra FRT-5X5-410-PRECAST-TOP ASTM C913 5' X 5'
10/08/20 33 39 20 Manhole Forterrra FRT-5X5-410-PRECAST-BASE ASTM C913 5' X 5'
10/08/20 33 39 20 Manhole Forterrra FRT-6X6-411-PRECAST-TOP ASTM C913 6' X 6'
10/08/20 33 39 20 Manhole Forterrra FRT-6X6-411-PRECAST-BASE ASTM C913 6' X 6'
3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-10X3-405-PRECAST INLET**ASTM 615 10' X 3'
3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-15X3-405-PRECAST INLET**ASTM 615 15' x 3'
3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-20X3-405-PRECAST INLET**ASTM 615 20' x 3'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-4X4-409-PRECAST TOP ASTM 615 4' X 4'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-4X4-409-PRECAST BASE ASTM 615 4' X 4'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-4X4-412-PRECAST 4-FT RISER ASTM 615 4' X 4'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-5X5-410-PRECAST TOP ASTM 615 5' X 5'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-5X5-410-PRECAST BASE ASTM 615 5' X 5'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-5X5-412-PRECAST 5-FT RISER ASTM 615 5' X 5'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-6X6-411-PRECAST TOP ASTM 615 6' X 6'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-6X6-411-PRECAST BASE ASTM 615 6' X 6'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-6X6-412-PRECAST 6-FT RISER ASTM 615 6' X 6'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-7X7-411-PRECAST TOP ASTM 615 7' X 7'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-7X7-411-PRECAST BASE ASTM 615 7' X 7'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-7X7-412-PRECAST 4-FT RISER ASTM 615 7' X 7'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X8-411-PRECAST TOP ASTM 615 8' X 8'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X8-411-PRECAST BASE ASTM 615 8' X 8'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X8-412-PRECAST 5-FT RISER ASTM 615 8' X 8'
3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-4X4-408-PRECAST INLET ASTM 615 4' X 4'
3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-5X5-408-PRECAST INLET ASTM 615 5' X 5'
3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-6X6-408-PRECAST INLET ASTM 615 6' X 6'
CITY OF FORT WORTH
TRANSPORTATION & PUBLIC WORKS DEPARTMENT
STORMWATER MANAGEMENT DIVISION
STANDARD PRODUCT LIST
PAGE 2 OF 3
**Note: Pre-cast inlets are appoved for the stage I portion of the structure (basin) only. Stage II portion of the structure are required to required to be cast in-place. No exceptions to this requirement shall be allowed.
Updated: 10/13/21
* From Original Standard Products List
Approval Spec No.Classsification Manufacturer Model No.National Spec Size
Storm Sewer - Pipes 33-05-13 (Rev 03/19/21)
4/9/2021 33 41 13 Storm Drain Pipes Advanced Drainage Systems, Inc. (ADS)ADS HP Storm Polypropylene (PP) Pipe ASTM F2881 & AASHTO M330 12" - 60"
CITY OF FORT WORTH
TRANSPORTATION & PUBLIC WORKS DEPARTMENT
STORMWATER MANAGEMENT DIVISION
STANDARD PRODUCT LIST
PAGE 3 OF 3
Updated: 04/14/21
Approval Spec No. Classsification Manufacturer Model No. National Spec Size
Water & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/16)
07/23/97 33 05 13 Urethane Hydrophilic Waterstop Asahi Kogyo K.K. Adeka Ultra-Seal P-201 ASTM D2240/D412/D792
04/26/00 33 05 13 Offset Joint for 4' Diam. MH Hanson Concrete Products Drawing No. 35-0048-001
04/26/00 33 05 13 Profile Gasket for 4' Diam. MH. Press-Seal Gasket Corp. 250-4G Gasket ASTM C-443/C-361 SS MH
1/26/99 33 05 13 HDPE Manhole Adjustment Rings Ladtech, Inc HDPE Adjustment Ring Traffic and Non-traffic area
5/13/05 33 05 13 Manhole External Wrap Canusa - CPS WrapidSeal Manhole Encapsulation System
Water & Sewer - Manholes & Bases/Fiberglass 33-39-13 (1/8/13)
1/26/99 33 39 13 Fiberglass Manhole Fluid Containment, Inc. Flowtite ASTM 3753 Non-traffic area
08/30/06 33 39 13 Fiberglass Manhole L.F. Manufacturing Non-traffic area
Water & Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16)
* 33 05 13 Manhole Frames and Covers Western Iron Works, Bass & Hays Foundry 1001 24"x40" WD
Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16)
* 33 05 13 Manhole Frames and Covers Western Iron Works, Bass & Hays Foundry 30024 24" Dia.
* 33 05 13 Manhole Frames and Covers McKinley Iron Works Inc. A 24 AM 24" Dia.
08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry R-1272 ASTM A48 & AASHTO M306 24" Dia.
08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry R- 165-LM (Hinged) ASTM A48 & AASHTO M306 24" Dia.
08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry NF 1274 ASTM A48 & AASHTO M306 30" Dia.
08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry R-1743-LM (Hinged) ASTM A48 & AASHTO M306 30" dia.
33 05 13 Manhole Frames and Covers Sigma Corporation MH-144N
33 05 13 Manhole Frames and Covers Sigma Corporation MH-143N
33 05 13 Manhole Frames and Covers Pont-A-Mousson GTS-STD 24" dia.
33 05 13 Manhole Frames and Covers Neenah Casting 24" dia.
10/31/06 33 05 13 Manhole Frames and Covers (Hinged) Powerseal Hinged Ductile Iron Manhole ASTM A536 24" Dia.
7/25/03 33 05 13 Manhole Frames and Covers Saint-Gobain Pipelines (Pamrex/rexus) RE32-R8FS 30" Dia.
01/31/06 33 05 13 30" Dia. MH Ring and Cover East Jordan Iron Works V1432-2 and V1483 Designs AASHTO M306-04 30" Dia.
11/02/10 33 05 13 30" Dia. MH Ring and Cover Sigma Corporation MH1651FWN & MH16502 30" Dia
07/19/11 33 05 13 30" Dia. MH Ring and Cover Star Pipe Products MH32FTWSS-DC 30" Dia
08/10/11 33 05 13 30" Dia. MH Ring and Cover Accucast 220700 Heavy Duty with Gasket Ring 30" Dia
10/14/13 33 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable) East Jordan Iron Works
30" ERGO XL Assembly
with Cam Lock/MPIC/T-Gasket ASSHTO M105 & ASTM A536 30" Dia
06/01/17 34 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable) CI SIP Industries 2280 (32") ASTM A 48 30" Dia.
09/16/19 33 05 13 30" Dia. MH Ring and Cover Composite Access Products, L.P.
CAP-ONE-30-FTW, Composite, w/ Lock
w/o Hing 30" Dia.
10/07/21 34 05 13 30" Dia. MH Ring and Cover Trumbull Manufacturing 32"(30") Frame and Cover 30" Dia.
Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/16)
* 33 05 13 Manhole Frames and Covers Pont-A-Mousson Pamtight 24" Dia.
* 33 05 13 Manhole Frames and Covers Neenah Casting 24" Dia.
* 33 05 13 Manhole Frames and Covers Western Iron Works,Bass & Hays Foundry 300-24P 24" Dia.
* 33 05 13 Manhole Frames and Covers McKinley Iron Works Inc. WPA24AM 24" Dia.
03/08/00 33 05 13 Manhole Frames and Covers Accucast RC-2100 ASTM A 48 24" Dia.
04/20/01 33 05 13 Manhole Frames and Covers (SIP)Serampore Industries Private Ltd. 300-24-23.75 Ring and Cover ASTM A 48 24" Dia.
Water & Sewer - Manholes & Bases/Precast Concrete (Rev 1/8/13)
* 33 39 10 Manhole, Precast Concrete Hydro Conduit Corp SPL Item #49 ASTM C 478 48"
* 33 39 10 Manhole, Precast Concrete Wall Concrete Pipe Co. Inc. ASTM C-443 48"
09/23/96 33 39 10 Manhole, Precast Concrete Concrete Product Inc. 48" I.D. Manhole w/ 32" Cone ASTM C 478 48" w/32" cone
05/08/18 33 39 10 Manhole, Precast Concrete The Turner Company 48", 60" I.D. Manhole w/ 32" Cone ASTM C 478 48", 60"
10/27/06 33 39 10 Manhole, Precast Concrete Oldcastle Precast Inc. 48" I.D. Manhole w/ 24" Cone ASTM C 478 48" Diam w 24" Ring
06/09/10 33 39 10 Manhole, Precast (Reinforced Polymer)Concrete US Composite Pipe Reinforced Polymer Concrete ASTM C-76 48" to 72"
09/06/19 33 39 20 Manhole, Precast Concrete Forterra Pipe and Precast 60" & 72" I.D. Manhole w/32" Cone ASTM C-76 60" & 72"
10/07/21 32 39 20 Manhole, Precast Concrete Forterra Pipe and Precast 48" I.D. Manhole w/32" Cone ASTM C-77 48"
10/07/21 33 39 20 Manhole, Precast (Reinforced Polymer) Concrete Armorock 48" & 60" I.D. Manhole w/32" Cone 48" & 60"
10/07/21 33 39 20 Manhole, Precast (Hybrid) Polymer & PVC Predl Systems 48" & 60" I.D. Manhole w/32" Cone 48" & 60"
Water & Sewer - Manholes & Bases/Rehab Systems/Cementitious
* E1-14 Manhole Rehab Systems Quadex
04/23/01 E1-14 Manhole Rehab Systems Standard Cement Materials, Inc. Reliner MSP
E1-14 Manhole Rehab Systems AP/M Permaform
4/20/01 E1-14 Manhole Rehab System Strong Company Strong Seal MS2A Rehab System
5/12/03 E1-14 Manhole Rehab System (Liner) Poly-triplex Technologies MH repair product to stop infiltration ASTM D5813
08/30/06 General Concrete Repair FlexKrete Technologies Vinyl Polyester Repair Product Misc. Use
Water & Sewer - Manholes & Bases/Rehab Systems/NonCementitious
05/20/96 E1-14 Manhole Rehab Systems Sprayroq, Spray Wall Polyurethane Coating ASTM D639/D790
* E1-14 Manhole Rehab Systems Sun Coast
12/14/01 Coating for Corrosion protection(Exterior) ERTECH Series 20230 and 2100 (Asphatic Emulsion)
For Exterior Coating of Concrete
Structures Only
01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, S1HB, S1, S2 Acid Resistance Test Sewer Applications
8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications
08/30/06 Coatings for Corrosion Protection Citadel SLS-30 Solids Epoxy Sewer Applications
03/19/18
33 05 16, 33 39 10,
33 39 20 Coating for Corrosion protection(Exterior) Sherwin Williams
RR&C Dampproofing Non-Fibered Spray
Grade (Asphatic Emulsion)
For Exterior Coating of Concrete
Structures Only
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Note: 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.
Updated: 11/08/2021
* From Original Standard Products List 1
Approval Spec No. Classsification Manufacturer Model No. National Spec Size
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Note: 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.
Updated: 11/08/2021
Water & Sewer - Manhole Inserts - Field Operations Use Only (Rev 2/3/16)
* 33 05 13 Manhole Insert Knutson Enterprises Made to Order - Plastic ASTM D 1248 For 24" dia.
* 33 05 13 Manhole Insert South Western Packaging Made to Order - Plastic ASTM D 1248 For 24" dia.
* 33 05 13 Manhole Insert Noflow-Inflow Made to Order - Plastic ASTM D 1248 For 24" dia.
09/23/96 33 05 13 Manhole Insert Southwestern Packing & Seals, Inc. LifeSaver - Stainless Steel For 24" dia.
09/23/96 33 05 13 Manhole Insert Southwestern Packing & Seals, Inc. TetherLok - Stainless Steel For 24" dia
Water & Sewer - Pipe Casing Spacers 33-05-24 (07/01/13)
11/04/02 Steel Band Casing Spacers Advanced Products and Systems, Inc. Carbon Steel Spacers, Model SI
02/02/93 Stainless Steel Casing Spacer Advanced Products and Systems, Inc. Stainless Steel Spacer, Model SSI
04/22/87 Casing Spacers Cascade Waterworks Manufacturing Casing Spacers
09/14/10 Stainless Steel Casing Spacer Pipeline Seal and Insulator Stainless Steel Casing Spacer Up to 48"
09/14/10 Coated Steel Casin Spacers Pipeline Seal and Insulator Coated Steel Casin Spacers Up to 48"
05/10/11 Stainless Steel Casing Spacer Powerseal 4810 Powerchock Up to 48"
03/19/18 Casing Spacers BWM SS-12 Casing Spacer(Stainless Steel)
03/19/18 Casing Spacers BWM
FB-12 Casing Spacer (Coated Carbon Steel)
for Non_pressure Pipe and Grouted Casing
Water & Sewer - Pipes/Ductile Iron 33-11-10(1/8/13)
* 33 11 10 Ductile Iron Pipe Griffin Pipe Products, Co. Super Bell-Tite Ductile Iron Pressure Pipe, AWWA C150, C151 3" thru 24"
08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Fastite Pipe (Bell Spigot) AWWA C150, C151 4" thru 30"
08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Flex Ring (Restrained Joint) AWWA C150, C151 4" thru 30"
* 33 11 10 Ductile Iron Pipe U.S. Pipe and Foundry Co. AWWA C150, C151
* 33 11 10 Ductile Iron Pipe McWane Cast Iron Pipe Co. AWWA C150, C151
Water & Sewer - Utility Line Marker (08/24/2018)
Sewer - Coatings/Epoxy 33-39-60 (01/08/13)
02/25/02 Epoxy Lining System Sauereisen, Inc SewerGard 210RS LA County #210-1.33
12/14/01 Epoxy Lining System Ertech Technical Coatings Ertech 2030 and 2100 Series
04/14/05 Interior Ductile Iron Pipe Coating Induron Protecto 401 ASTM B-117 Ductile Iron Pipe Only
01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, S1HB, S1, S2 Acid Resistance Test Sewer Applications
8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications
Sewer - Coatings/Polyurethane
Sewer - Combination Air Valves
05/25/18 33-31-70 Air Release Valve A.R.I. USA, Inc. D025LTP02(Composite Body) 2"
Sewer - Pipes/Concrete
* E1-04 Conc. Pipe, Reinforced Wall Concrete Pipe Co. Inc. ASTM C 76
* E1-04 Conc. Pipe, Reinforced Hydro Conduit Corporation Class III T&G, SPL Item #77 ASTM C 76
* E1-04 Conc. Pipe, Reinforced Hanson Concrete Products SPL Item #95-Manhole, #98- Pipe ASTM C 76
* E1-04 Conc. Pipe, Reinforced Concrete Pipe & Products Co. Inc. ASTM C 76
Sewer - Pipe Enlargment System (Method)33-31-23 (01/18/13)
PIM System PIM Corporation Polyethylene PIM Corp., Piscata Way, N.J. Approved Previously
McConnell Systems McLat Construction Polyethylene Houston, Texas Approved Previously
TRS Systems Trenchless Replacement System Polyethylene Calgary, Canada Approved Previously
Sewer - Pipe/Fiberglass Reinforced Pipe 33-31-13(1/8/13)
7/21/97 33 31 13 Cent. Cast Fiberglass (FRP) Hobas Pipe USA, Inc. Hobas Pipe (Non-Pressure) ASTM D3262/D3754
03/22/10 33 31 13 Fiberglass Pipe (FRP) Ameron Bondstrand RPMP Pipe ASTM D3262/D3754
04/09/21 Glass-Fiber Reinforced Polymer Pipe (FRP) Thompson Pipe Group Thompson Pipe (Flowtite) ASTM D3262/D3754
4/14/05 Polymer Modified Concrete Pipe Amitech USA Meyer Polycrete Pipe ASTM C33, A276, F477 8" to 102", Class V
06/09/10 E1-9 Reinforced Polymer Concrete Pipe US Composite Pipe Reinforced Polymer Concrete Pipe ASTM C-76
Sewer - Pipes/HDPE 33-31-23(1/8/13)
* High-density polyethylene pipe Phillips Driscopipe, Inc. Opticore Ductile Polyethylene Pipe ASTM D 1248 8"
* High-density polyethylene pipe Plexco Inc. ASTM D 1248 8"
* High-density polyethylene pipe Polly Pipe, Inc. ASTM D 1248 8"
High-density polyethylene pipe CSR Hydro Conduit/Pipeline Systems McConnell Pipe Enlargement ASTM D 1248
Sewer - Pipes/PVC (Pressure Sewer) 33-11-12 (4/1/13)
12/02/11 33-11-12 DR-14 PVC Pressure Pipe Pipelife Jetstream PVC Pressure Pipe AWWA C900 4" thru 12"
10/22/14 33-11-12 DR-14 PVC Pressure Pipe Royal Building Products Royal Seal PVC Pressure Pipe AWWA C900 4" thru 12"
* From Original Standard Products List 2
Approval Spec No. Classsification Manufacturer Model No. National Spec Size
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Note: 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.
Updated: 11/08/2021
Sewer - Pipes/PVC* 33-31-20 (7/1/13)
* 33-31-20 PVC Sewer Pipe J-M Manufacturing Co., Inc. (JM Eagle) SDR-26 ASTM D 3034 4" - 15"
12/23/97* 33-31-20 PVC Sewer Pipe Diamond Plastics Corporation SDR-26
ASTM D 3034 4" thru 15"
* 33-31-20 PVC Sewer Pipe Lamson Vylon Pipe ASTM F 789 4" thru 15"
01/18/18 33-31-20 PVC Sewer Pipe Vinyltech PVC Pipe Gravity Sewer ASTM D3034 4" thru 15"
11/11/98 33-31-20 PVC Sewer Pipe Diamond Plastics Corporation "S" Gravity Sewer Pipe ASTM F 679 18" to 27"
* 33-31-20 PVC Sewer Pipe J-M Manufacturing Co, Inc. (JM Eagle) SDR 26/35 PS 115/46 ASTM F 679 18" - 28"
09/11/12 33-31-20 PVC Sewer Pipe Pipelife Jet Stream SDR-26 and SDR-35 ASTM F-679 18"
05/06/05 33-31-20 PVC Solid Wall Pipe Diamond Plastics Corporation SDR 26/35 PS 115/46 ASTM F-679 18" to 48"
04/27/06 33-31-20 PVC Sewer Fittings Harco SDR-26 and SDR-35 Gasket Fittings ASTM D-3034, D-1784, etc 4" - 15"
*33-31-20 PVC Sewer Fittings Plastic Trends, In.c Gasketed PVC Sewer Main Fittings ASTM D 3034
3/19/2018 33 31 20 PVC Sewer Pipe Pipelife Jet Stream SDR 35 ASTM F679 18"- 24"
3/19/2018 33 31 20 PVC Sewer Pipe Pipelife Jet Stream SDR 26 ASTM D3034 4"- 15"
3/29/2019 33 31 20
Gasketed Fittings (PVC)GPK Products, Inc. SDR 26 ASTM D3034/F-679 4"- 15"
10/21/2020 33 31 20 PVC Sewer Pipe NAPCO SDR 26 ASTM D3034 4" - 15"
10/22/2020 33 31 20 PVC Sewer Pipe Sanderson Pipe Corp. SDR 26 ASTM D3034 4"- 15"
10/21/2020 33 31 20 PVC Sewer Pipe NAPCO SDR 26/35 PS 115/46 ASTM F-679 18"- 36"
Sewer - Pipes/Rehab/CIPP 33-31-12 (01/18/13)
* Cured in Place Pipe Insituform Texark, Inc ASTM F 1216
05/03/99 Cured in Place Pipe National Envirotech Group National Liner, (SPL) Item #27 ASTM F-1216/D-5813
05/29/96 Cured in Place Pipe Reynolds Inc/Inliner Technolgy (Inliner USA) Inliner Technology ASTM F 1216
Sewer - Pipes/Rehab/Fold & Form
* Fold and Form Pipe Cullum Pipe Systems, Inc.
11/03/98 Fold and Form Pipe Insituform Technologies, Inc. Insituform "NuPIpe" ASTM F-1504
Fold and Form Pipe American Pipe & Plastics, Inc.Demo. Purpose Only
12/04/00 Fold and Form Pipe Ultraliner Ultraliner PVC Alloy Pipeliner ASTM F-1504, 1871, 1867
06/09/03 Fold and Form Pipe Miller Pipeline Corp. EX Method ASTM F-1504, F-1947 Up to 18" diameter
Sewer - Pipes/Open Profile Large Diameter
09/26/91 E100-2 PVC Sewer Pipe, Ribbed Lamson Vylon Pipe Carlon Vylon H.C. Closed Profile Pipe, ASTM F 679 18" to 48"
09/26/91 E100-2 PVC Sewer Pipe, Ribbed Extrusion Technologies, Inc. Ultra-Rib Open Profile Sewer Pipe ASTM F 679 18" to 48"
E100-2 PVC Sewer Pipe, Ribbed Uponor ETI Company
11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Double Wall Advanced Drainage Systems (ADS) SaniTite HP Double Wall (Corrugated) ASTM F 2736 24"-30"
11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Triple Wall Advanced Drainage Systems (ADS) SaniTite HP Triple Wall Pipe ASTM F 2764 30" to 60"
05/16/11 Steel Reinforced Polyethylene Pipe ConTech Construction Products Durmaxx ASTM F 2562 24" to 72"
Water - Appurtenances 33-12-10 (07/01/13)
01/18/18 33-12-10 Double Strap Saddle Romac 202NS Nylon Coated AWWA C800 1"-2" SVC, up to 24" Pipe
08/28/02 Double Strap Saddle Smith Blair #317 Nylon Coated Double Strap Saddle
07/23/12 33-12-10 Double Strap Service Saddle Mueller Company DR2S Double (SS) Strap DI Saddle AWWA C800 1"-2" SVC, up to 24" Pipe
10/27/87 Curb Stops-Ball Meter Valves McDonald 6100M,6100MT & 610MT 3/4" and 1"
10/27/87 Curb Stops-Ball Meter Valves McDonald 4603B, 4604B, 6100M, 6100TM and 6101M 1½" and 2"
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Ford Meter Box Co., Inc.
FB600-7NL, FB1600-7-NL, FV23-777-W-NL,
L22-77NL AWWA C800 2"
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Ford Meter Box Co., Inc.
FB600-6-NL, FB1600-6-NL, FV23-666-W-
NL, L22-66NL AWWA C800 1-1/2"
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Ford Meter Box Co., Inc.
FB600-4-NL, FB1600-4-NL, B11-444-WR-
NL, B22444-WR-NL, L28-44NL AWWA C800 1"
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Mueller Co., Ltd.
B-25000N, B-24277N-3, B-20200N-3, H-
15000N, , H-1552N, H142276N
AWWA C800, ANSF 61,
ANSI/NSF 372 2"
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Mueller Co., Ltd.
B-25000N, B-20200N-3, B-24277N-3,H-
15000N, H-14276N, H-15525N
AWWA C800, ANSF 61,
ANSI/NSF 372 1-1/2"
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Mueller Co., Ltd.
B-25000N, B-20200N-3,H-15000N, H-
15530N
AWWA C800, ANSF 61,
ANSI/NSF 372 1"
01/26/00 Coated Tapping Saddle with Double SS Straps JCM Industries, Inc. #406 Double Band SS Saddle 1"-2" Taps on up to 12"
0/5/21/12 33-12-25 Tapping Sleeve (Coated Steel) JCM Industries, Inc. 412 Tapping Sleeve ESS AWWA C-223 Up to 30" w/12" Out
05/10/11 Tapping Sleeve (Stainless Steel) Powerseal 3490AS (Flange) & 3490MJ 4"-8" and 16"
02/29/12 33-12-25 Tapping Sleeve (Coated Steel) Romac FTS 420 AWWA C-223 U p to 42" w/24" Out
02/29/12 33-12-25 Tapping Sleeve (Stainless Steel) Romac SST Stainless Steel AWWA C-223 Up to 24" w/12" Out
02/29/12 33-12-25 Tapping Sleeve (Stainless Steel) Romac SST III Stainless Steel AWWA C-223 Up to 30" w/12" Out
05/10/11 Joint Repair Clamp Powerseal 3232 Bell Joint Repair Clamp 4" to 30"
Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW37C-12-1EPAF FTW
Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW39C-12-1EPAF FTW
08/30/06 Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW65C-14-1EPAF FTW Class "A"
Concrete Meter Box Bass & Hays CMB37-B12 1118 LID-9
Concrete Meter Box Bass & Hays CMB-18-Dual 1416 LID-9
Concrete Meter Box Bass & Hays CMB65-B65 1527 LID-9
Water - Bolts, Nuts, and Gaskets 33-11-05 (01/08/13)
* From Original Standard Products List 3
Approval Spec No. Classsification Manufacturer Model No. National Spec Size
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Note: 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.
Updated: 11/08/2021
Water - Combination Air Release 33-31-70 (01/08/13)
* E1-11 Combination Air Release Valve GA Industries, Inc. Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A
240 - float, ASTM A 307 - Cover
Bolts
1" & 2"
* E1-11 Combination Air Release Valve Multiplex Manufacturing Co.
Crispin Air and Vacuum Valves, Model No. 1/2", 1" & 2"
* E1-11 Combination Air Release Valve Valve and Primer Corp. APCO #143C, #145C and #147C 1", 2" & 3"
Water - Dry Barrel Fire Hydrants 33-12-40 (01/15/14)
10/01/87 E-1-12 Dry Barrel Fire Hydrant American-Darling Valve Drawing Nos. 90-18608, 94-18560 AWWA C-502
03/31/88 E-1-12 Dry Barrel Fire Hydrant American Darling Valve Shop Drawing No. 94-18791 AWWA C-502
09/30/87 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Shop Drawing No. D-19895 AWWA C-502
01/12/93 E-1-12 Dry Barrel Fire Hydrant American AVK Company Model 2700 AWWA C-502
08/24/88 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Drawings D20435, D20436, B20506 AWWA C-502
E-1-12 Dry Barrel Fire Hydrant ITT Kennedy Valve Shop Drawing No. D-80783FW AWWA C-502
09/24/87 E-1-12 Dry Barrel Fire Hydrant M&H Valve Company Shop Drawing No. 13476 AWWA C-502
10/14/87 E-1-12 Dry Barrel Fire Hydrant Mueller Company
Shop Drawings No. 6461
A-423 Centurion AWWA C-502
01/15/88 E1-12 Dry Barrel Fire Hydrant Mueller Company
Shop Drawing FH-12
A-423 Super Centurion 200 AWWA C-502
10/09/87 E-1-12 Dry Barrel Fire Hydrant U.S. Pipe & Foundry Shop Drawing No. 960250 AWWA C-502
09/16/87 E-1-12 Dry Barrel Fire Hydrant Waterous Company Shop Drawing No. SK740803 AWWA C-502
08/12/16 33-12-40 Dry Barrel Fire Hydrant EJ (East Jordan Iron Works) WaterMaster 5CD250
Water - Meters
02/05/93 E101-5 Detector Check Meter Ames Company Model 1000 Detector Check Valve AWWA C550 4" - 10"
08/05/04 Magnetic Drive Vertical Turbine Hersey Magnetic Drive Vertical AWWA C701, Class 1 3/4" - 6"
Water - Pipes/PVC (Pressure Water) 33-31-70 (01/08/13)
01/18/18 33-11-12 PVC Pressure Pipe Vinyltech PVC Pipe DR14
AWWA C900, AWWA C605,
ASTM D1784 4"-12"
3/19/2018 33 11 12 PVC Pressure Pipe Pipelife Jet Stream DR14 AWWA C900 4"-12"
3/19/2018 33 11 12 PVC Pressure Pipe Pipelife Jet Stream DR18 AWWA C900 16"-24"
5/25/2018 33 11 12 PVC Pressure Pipe Diamond Plastics Corporation DR 14 AWWA C900 4"-12"
5/25/2018 33 11 12 PVC Pressure Pipe Diamond Plastics Corporation DR 18 AWWA C900 16"-24"
12/6/2018 33 11 12 PVC Pressure Pipe J-M Manufacturing Co., Inc d/b/a JM Eagle DR 14
AWWA C900-16
UL 1285
ANSI/NSF 61
FM 1612
4"-28"
12/6/2018 33 11 12 PVC Pressure Pipe J-M Manufacturing Co., Inc d/b/a JM Eagle DR 18
AWWA C900-16
UL 1285
ANSI/NSF 61
FM 1612
16"-24"
9/6/2019 33 11 12 PVC Pressure Pipe Underground Solutions Inc. DR14 Fusible PVC AWWA C900 4" - 8"
9/6/2019 33 11 12 PVC Pressure Pipe NAPCO DR18 AWWA C900 16" - 24"
9/6/2019 33 11 12 PVC Pressure Pipe NAPCO DR14 AWWA C900 4"- 12"
9/6/2019 33 11 12 PVC Pressure Pipe Sanderson Pipe Corp. DR14 AWWA C900 4"- 12"
Water - Pipes/Valves & Fittings/Ductile Iron Fittings 33-11-11 (01/08/13)
07/23/92 E1-07 Ductile Iron Fittings Star Pipe Products, Inc. Mechanical Joint Fittings AWWA C153 & C110
* E1-07 Ductile Iron Fittings Griffin Pipe Products, Co. Mechanical Joint Fittings AWWA C 110
* E1-07 Ductile Iron Fittings McWane/Tyler Pipe/ Union Utilities Division
Mechanical Joint Fittings, SSB Class 350 AWWA C 153, C 110, C 111
08/11/98 E1-07 Ductile Iron Fittings Sigma, Co.
Mechanical Joint Fittings, SSB Class 351 AWWA C 153, C 110, C 112
02/26/14 E1-07 MJ Fittings Accucast
Class 350 C-153 MJ Fittings AWWA C153 4"-12"
05/14/98 E1-07 Ductile Iron Joint Restraints Ford Meter Box Co./Uni-Flange
Uni-Flange Series 1400 AWWA C111/C153 4" to 36"
05/14/98 E1-24 PVC Joint Restraints Ford Meter Box Co./Uni-Flange
Uni-Flange Series 1500 Circle-Lock AWWA C111/C153 4" to 24"
11/09/04 E1-07 Ductile Iron Joint Restraints One Bolt, Inc.
One Bolt Restrained Joint Fitting AWWA C111/C116/C153 4" to 12"
02/29/12 33-11-11 Ductile Iron Pipe Mechanical Joint Restraint EBAA Iron, Inc.
Megalug Series 1100 (for DI Pipe)AWWA C111/C116/C153 4" to 42"
02/29/12 33-11-11 PVC Pipe Mechanical Joint Restraint EBAA Iron, Inc.
Megalug Series 2000 (for PVC Pipe)AWWA C111/C116/C153 4" to 24"
08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co.
Sigma One-Lok SLC4 - SLC10 AWWA C111/C153 4" to 10"
03/06/19 33-11-11 Mechanical Joint Retainer Glands(PVC) Sigma, Co.
Sigma One-Lok SLCS4 - SLCS12 AWWA C111/C153 4" to 12"
08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co.
Sigma One-Lok SLCE AWWA C111/C153 12" to 24"
08/10/98 E1-07 MJ Fittings(DIP) Sigma, Co.
Sigma One-Lok SLDE AWWA C153 4" - 24"
10/12/10 E1-24 Interior Restrained Joint System S & B Techncial Products
Bulldog System ( Diamond Lok 21 & JM ASTM F-1624 4" to 12"
08/16/06 E1-07 Mechanical Joint Fittings SIP Industries(Serampore)
Mechanical Joint Fittings AWWA C153 4" to 24"
11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products, Inc.
PVC Stargrip Series 4000 ASTM A536 AWWA C111
11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products, Inc.
DIP Stargrip Series 3000 ASTM A536 AWWA C111
03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore)
EZ Grip Joint Restraint (EZD) Black For DIP ASTM A536 AWWA C111 3"-48"
03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore)
EZ Grip Joint Restraint (EZD) Red for C900
DR14 PVC Pipe ASTM A536 AWWA C111 4"-12"
03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore)
EZ Grip Joint Restraint (EZD) Red for C900
DR18 PVC Pipe ASTM A536 AWWA C111 16"-24"
* From Original Standard Products List 4
Approval Spec No. Classsification Manufacturer Model No. National Spec Size
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Note: 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.
Updated: 11/08/2021
Water - Pipes/Valves & Fittings/Resilient Seated Gate Valve* 33-12-20 (05/13/15)
Resilient Wedged Gate Valve w/no Gears American Flow Control Series 2500 Drawing # 94-20247 16"
12/13/02 Resilient Wedge Gate Valve American Flow Control Series 2530 and Series 2536 AWWA C515 30" and 36"
08/31/99 Resilient Wedge Gate Valve American Flow Control Series 2520 & 2524 (SD 94-20255) AWWA C515 20" and 24"
05/18/99 Resilient Wedge Gate Valve American Flow Control Series 2516 (SD 94-20247) AWWA C515 16"
10/24/00 E1-26 Resilient Wedge Gate Valve American Flow Control Series 2500 (Ductile Iron) AWWA C515 4" to 12"
08/05/04 Resilient Wedge Gate Valve American Flow Control 42" and 48" AFC 2500 AWWA C515 42" and 48"
05/23/91 E1-26 Resilient Wedge Gate Valve American AVK Company American AVK Resilient Seaded GV AWWA C509 4" to 12"
01/24/02 E1-26 Resilient Wedge Gate Valve American AVK Company 20" and smaller
* E1-26 Resilient Seated Gate Valve Kennedy 4" - 12"
* E1-26 Resilient Seated Gate Valve M&H 4" - 12"
* E1-26 Resilient Seated Gate Valve Mueller Co.4" - 12"
11/08/99 Resilient Wedge Gate Valve Mueller Co. Series A2361 (SD 6647) AWWA C515 16"
01/23/03 Resilient Wedge Gate Valve Mueller Co. Series A2360 for 18"-24" (SD 6709) AWWA C515 24" and smaller
05/13/05 Resilient Wedge Gate Valve Mueller Co. Mueller 30" & 36", C-515 AWWA C515 30" and 36"
01/31/06 Resilient Wedge Gate Valve Mueller Co. Mueller 42" & 48", C-515 AWWA C515 42" and 48"
01/28/88 E1-26 Resilient Wedge Gate Valve Clow Valve Co. AWWA C509 4" - 12"
10/04/94 Resilient Wedge Gate Valve Clow Valve Co. 16" RS GV (SD D-20995) AWWA C515 16"
11/08/99 E1-26 Resilient Wedge Gate Valve Clow Valve Co. Clow RW Valve (SD D-21652) AWWA C515 24" and smaller
11/29/04 Resilient Wedge Gate Valve Clow Valve Co. Clow 30" & 36" C-515 AWWA C515 30" and 36" (Note 3)
11/30/12 Resilient Wedge Gate Valve Clow Valve Co. Clow Valve Model 2638 AWWA C515 24" to 48" (Note 3)
05/08/91 E1-26 Resilient Seated Gate Valve Stockham Valves & Fittings AWWA C 509, ANSI 420 - stem,
ASTM A 276 Type 304 - Bolts &
nuts
4" - 12"
* E1-26 Resilient Seated Gate Valve U.S. Pipe and Foundry Co.Metroseal 250, requirements SPL #74 3" to 16"
10/26/16 33-12-20 Resilient Seated Gate Valve EJ (East Jordan Iron Works)EJ FlowMaster Gate Valve & Boxes
08/24/18 Matco Gate Valve Matco-Norca 225 MR AWWA/ANSI C115/An21.15 4" to 16"
Water - Pipes/Valves & Fittings/Rubber Seated Butterfly Valve 33-12-21 (07/10/14)
* E1-30 Rubber Seated Butterfly Valve Henry Pratt Co. AWWA C-504 24"
* E1-30 Rubber Seated Butterfly Valve Mueller Co. AWWA C-504 24"and smaller
1/11/99 E1-30 Rubber Seated Butterfly Valve Dezurik Valves Co. AWWA C-504 24" and larger
06/12/03 E1-30 Valmatic American Butterfly Valve Valmatic Valve and Manufacturing Corp. Valmatic American Butterfly Valve. AWWA C-504 Up to 84" diameter
04/06/07 E1-30 Rubber Seated Butterfly Valve M&H Valve M&H Style 4500 & 1450 AWWA C-504 24" to 48"
03/19/18 33 12 21 Rubber Seated Butterfly Valve G. A. Industries (Golden Anderson) AWWA C504 Butterfly Valve AWWA C-504 30"-54"
Water - Polyethylene Encasement 33-11-10 (01/08/13)
05/12/05 E1-13 Polyethylene Encasment Flexsol Packaging Fulton Enterprises AWWA C105 8 mil LLD
05/12/05 E1-13 Polyethylene Encasment Mountain States Plastics (MSP) and AEP Ind. Standard Hardware AWWA C105 8 mil LLD
05/12/05 E1-13 Polyethylene Encasment AEP Industries Bullstrong by Cowtown Bolt & Gasket AWWA C105 8 mil LLD
09/06/19 33-11-11 Polyethylene Encasment Northtown Products Inc. PE Encasement for DIP AWWA C105 8 mil LLD
Water - Sampling Station
3/12/96 Water Sampling Station Water Plus B20 Water Sampling Station
Water - Automatic Flusher
10/21/20 Automated Flushing System Mueller Hydroguard
HG6-A-IN-2-BRN-LPRR(Portable)
HG2-A-IN--2-PVC-018-LPLG(Permanent)
04/09/21 Automated Flushing System Kupferle Foundry Company Eclipse #9800wc
04/09/21 Automated Flushing System Kupferle Foundry Company
Eclipse #9700 (Portable)
* From Original Standard Products List 5
Section 2 –
Contract including street lights
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 1 of 5
CITY OF FORT WORTH Walsh Ranch-Quail Valley-Village Residential
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103846
Revised March 20, 2020
SECTION 00 00 10
TABLE OF CONTENTS
DEVELOPER AWARDED PROJECTS
Division 00 - General Conditions Last Revised
00 11 13 Invitation to Bidders 03/20/2020
00 21 13 Instructions to Bidders 03/20/2020
00 41 00 Bid Form 04/02/2014
00 42 43 Proposal Form Unit Price 05/22/2019
00 43 13 Bid Bond 04/02/2014
00 45 11 Bidders Prequalification’s 04/02/2014
00 45 12 Prequalification Statement 09/01/2015
00 45 13 Bidder Prequalification Application 03/09/2020
00 45 26 Contractor Compliance with Workers' Compensation Law 04/02/2014
00 45 40 Minority Business Enterprise Goal 08/21/2018
00 52 43 Agreement 06/16/2016
00 61 25 Certificate of Insurance 07/01/2011
00 62 13 Performance Bond 01/31/2012
00 62 14 Payment Bond 01/31/2012
00 62 19 Maintenance Bond 01/31/2012
00 72 00 General Conditions 11/15/2017
00 73 00 Supplementary Conditions 07/01/2011
00 73 10 Standard City Conditions of the Construction Contract for Developer
Awarded Projects 01/10/2013
Division 01 - General Requirements Last Revised
01 11 00 Summary of Work 12/20/2012
01 25 00 Substitution Procedures 08/30/2013
01 31 19 Preconstruction Meeting 08/30/2013
01 31 20 Project Meetings 07/01/2011
01 32 33 Preconstruction Video 08/30/2013
01 33 00 Submittals 08/30/2013
01 35 13 Special Project Procedures 08/30/2013
01 45 23 Testing and Inspection Services 03/20/2020
01 50 00 Temporary Facilities and Controls 07/01/2011
01 55 26 Street Use Permit and Modifications to Traffic Control 07/01/2011
01 57 13 Storm Water Pollution Prevention Plan 07/01/2011
01 60 00 Product Requirements 03/20/2020
01 66 00 Product Storage and Handling Requirements 04/07/2014
01 70 00 Mobilization and Remobilization 04/07/2014
01 71 23 Construction Staking 04/07/2014
01 74 23 Cleaning 04/07/2014
01 77 19 Closeout Requirements 04/07/2014
01 78 23 Operation and Maintenance Data 04/07/2014
01 78 39 Project Record Documents 04/07/2014
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 2 of 5
CITY OF FORT WORTH Walsh Ranch-Quail Valley-Village Residential
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103846
Revised March 20, 2020
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/
Division 02 - Existing Conditions
Date
Modified
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
Division 31 - Earthwork
31 10 00 Site Clearing 12/20/2012
31 23 16 Unclassified Excavation 01/28/2013
31 23 23 Borrow 01/28/2013
31 24 00 Embankments 01/28/2013
31 25 00 Erosion and Sediment Control 12/20/2012
31 36 00 Gabions 12/20/2012
31 37 00 Riprap 12/20/2012
Division 32 - Exterior Improvements
32 01 17 Permanent Asphalt Paving Repair 12/20/2012
32 01 18 Temporary Asphalt Paving Repair 12/20/2012
32 01 29 Concrete Paving Repair 12/20/2012
32 11 23 Flexible Base Courses 12/20/2012
32 11 29 Lime Treated Base Courses 12/20/2012
32 11 33 Cement Treated Base Courses 12/20/2012
32 11 37 Liquid Treated Soil Stabilizer 08/21/2015
32 12 16 Asphalt Paving 12/20/2012
32 12 73 Asphalt Paving Crack Sealants 12/20/2012
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
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 3 of 5
CITY OF FORT WORTH Walsh Ranch-Quail Valley-Village Residential
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103846
Revised March 20, 2020
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 12/20/2012
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 11 15 Pre-Stressed Concrete Cylinder Pipe 02/14/2017
33 12 10 Water Services 1-inch to 2-inch 12/20/2012
33 12 11 Large Water Meters 12/20/2012
33 12 20 Resilient Seated Gate Valve 12/20/2012
33 12 21 AWWA Rubber-Seated Butterfly Valves 12/20/2012
33 12 25 Connection to Existing Water Mains 02/06/2013
33 12 30 Combination Air Valve Assemblies for Potable Water Systems 12/20/2012
33 12 40 Fire Hydrants 01/03/2014
33 12 50 Water Sample Stations 12/20/2012
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 4 of 5
CITY OF FORT WORTH Walsh Ranch-Quail Valley-Village Residential
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103846
Revised March 20, 2020
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 71 13 Traffic Control 11/22/2013
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 5 of 5
CITY OF FORT WORTH Walsh Ranch-Quail Valley-Village Residential
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103846
Revised March 20, 2020
Appendix
GC-4.01 Availability of Lands
GC-4.02 Subsurface and Physical Conditions
GC-4.04 Underground Facilities
GC-4.06 Hazardous Environmental Condition at Site
GC-6.06.D Minority and Women Owned Business Enterprise Compliance
GC-6.07 Wage Rates
GC-6.09 Permits and Utilities
GC-6.24 Nondiscrimination
GR-01 60 00 Product Requirements
END OF SECTION
00 42 43_Lighls
DAP - BID PROPOSAL
Page I of 2
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
Walsh Ranch - Quail Valley: Village Residential CPN: 103846
UNIT PRICE BID
Bidder's Application
Project Item Information Bidder's Proposal
Bidlist Item Specifica6on Unit of Bid
,�o Descriprion Section No. Measure Q�tity Unit Price Bid Value
UNIT V: STREET LIGHTING IMPROVEMENTS
9999.0012 Furnish/lnstall Walsh Ranch 14ft Street 00 00 00
� Light Pole & LED Fixture EA 25 $4,800.00 $120,000.00
9999.0013 Furnish/lnstall Walsh Ranch 30' Street Light 00 00 00
2 Pole & LED Fixture EA 1 $18,500.00 $18,500.00
3 3441.3301 Rdwy Illum Foundation TY 1,2, and 4 34 41 20 EA 1 $1,600.00 $1,600.00
_ - ��_ - -- — -- - - - — •- -- �
4 3441.1733 Rdwy Illum Foundation TY 11 34 41 20 EA 26 $1,300.00 $33,800.00
5 3441.1408 NO 6 Insulated Elec Condr 00 00 00 LF 10,827 $8.00 $86,616.00
- -- ---- -- -- -- -- -- ---- - _ .-_
6 2605.3015 2" CONDT PVC SCH 80 (T) 26 05 33 LF 3,609 $15.00 $54,135.00
. .� . . . _T _ � ._
7 3441.1501 Ground Box Type B _ 34 41 10 EA 23 $950.00 $21,850.00
8 3441.1772 Furnish/Install 240/480 Volt Single Phase 34 41 20 EA 1 $9,500.00 $9,50o.00
. � - _ . ._ __ . . -. r _
- -- _ __ _
9 3441 3501 Salvage Street Light Pole 34 41 20 EA 4 $2,000.00 $8,000.00
— . ,_—_. --. - _,_ -= -- .
10 9999.0014 Remove 2" PVC Electrical Conduit 26 05 10 LF 371 $10.00 $3.710.00
TDTAL UNIT V: STREET LIGFITlNG IMPRpVEMEt4T5 $357,711.00
CITY OF FORT WORTH Walsh Ranch - Quail Valley PA3E
SYANDARD CONSTRUCTION SPEC�ICATION DOCUMENTS -DEVELOPER AWARDED PROIECTS City Pmject No. 103494
Foim Version May 22, 2019
00 42 43_Lights
DAP - BID PROPOSAL
Page 2 of 2
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
Walsh Ranch - Quail Valley: Village Residential
UNIT PRICE BID
CPN: 103846
Bidder's Application
Project Item Informarion Bidder's Proposal
Bidlist Item Spe�ification U�it of Bid
No. Description Secfion No. Measure Q�bty Unit Price Bid Value
Bid Summary
UNIT V: STREET LIGHTING IMPROVEMENTS
Total Construction
This Bid is suhmitted by the entity named helow:
BIDDER:
CONATSER CONSTRUCTION TX, L.P.
5327 WICHITA ST.
FORT WORTH. TX 76119
Contractor agrees to complete WORK for FINAL ACCEPTANCE withio
CONTRACT commences to run as provided in the General Conditions.
BY: BROCK HUGGINS
,�.�+�.�..�_f
�
TITLE: preident
DATE: O5/
END OF SECTION
357,711.00
$357,711.00
ZI! workiug days after the date w6en the
CTTY OF FORT WORTH Walsh Ranch - Quail Valley PA3E
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Ciry Project No. I03494
Foim Ve�sion May 22, 2019
0045 l2
DAP PREQUALIFICATION STATEMENT
Page 1 of 1
SECTION OU 4512
DAP — PREQUALIFICATION STATEMENT
Each Bidder is required to complete the information below by identifying the prequalified contractors
and/or subcontractors whom they intend to utilize for the major work type(s) listed. In the "Major Work
T��pe" box provide the com�3lete major work type and actual description as provided b� the Water
Department for water and sewer and TPW for pavin�
Major Work Type Contractor/Subcontractor Company Name Prequalification
Ex iration Date
Roadway & Pedestrian Li litin Conatser Construction TX, L.P. 01/07/2024
The undersigned hereby certifies that the contractors and/or subcontractors described in the table above
are currently prequalified for the work types listed.
BIDDER:
Conatser Construction TX L.P.
5327 Wichita St.
Fort Worth, TX 76119
CITY OF FORT WORTH
00 45 12_Prequalification Statement 2015_DAP.docx
BY: Brock H gins
gnature)
TITLE: President
DATE:
END OF SECTION
Walsh Ranch - Quail Valley - Village Residential
00 45 26 - 1
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Page 1 of 1
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SECTION 00 45 26
CONTRACTOR COMPLIANCE WI'TH WORKER'S COMPENSATION LAW
Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it provides
worker's compensation insurance coverage for all of its employees employed on City Project No.
103846 Contractor further certifies that, pursuant to Texas Labor Code, Section 406.096(b), as
amended, it will provide to City its subcontractor's certiiicates of compliance with worker's
compensation coverage.
CONTRACTOR:
Conatser Construction TX, L.P.
Company
5327 Wichita St.
Address
__ By: Brock Hu = =ins
(Pl se Print)
_ Signature: ,
Fort Worth, TX 76119 Title: President
City/State/Zip (Please Print)
THE STATE OF TEXAS
COUNTY OF TARR.ANT
§
§
BEFORE ME, the undersigned authority, on this day personally appeared
rOC '� nC`, , known to me to be the person whose name is
subscribed to the fore o ng instrument, and acknowledged to me that he/she executed the same as
the act and deed of �f �S � C�.,Q[l� for the purposes and consideration
therein expressed and in the capacity therein stated.
GI. EN LJNDER MY HAND AND SEAL OF OFFICE this � day of
� �,� , , 20�
��"_�.c8.:. ���n������
��r �� �tsi�y �btrc; S�e��'� Notary Public in and for the at of Texas
� �. �� ti�i��/2@��1
� �6'Gity ID 13213162=8
END OF SECTION
CITY OF FORT WORTH Walsh Ranch-Quail Valley-Village Residential
STANDARD CONSTRUCTION SPECIFICATION DOCiJMENTS City Project No. 103846
Revised Apri12, 2014
6/3/2022
DocuSign Envelope ID: C98B2E2F-8045-41AD-9844-BE6602AF8360
005243-2
Developer Awarded Project Agreement
Page 2 of 4
36 Article 4. CONTRACT PRICE
37 Developer agees to pay Contractor for performance of the Work in accordance with the Contract
38 Documents an amount in current funds of Three Hundred Fifta Seven Thousand Seven Hundred and
39 Eleven Dollars and Zero Cents ($357. 711.00).
40 Article 5. CONTRACT DOCUMENTS
41 5.1 CONTENTS:
42 A. The Contract Documents which comprise the entire agreement between Developer and
43 Contractor concerning the Work consist of the following:
44 1. This Agreement.
45
46
47
48
49
50
51
52
53
54
55
56
57
58
2. Attachments to this Agreement:
a. Bid Form (As provided by Developer)
1) Proposal Form (DAP Version)
2) Prequalification Statement
3) State and Federal documents (project specific)
b. Insurance ACORD Form(s)
c. Payment Bond (DAP Version)
d. Performance Bond (DAP Version)
e. Maintenance Bond (DAP Version)
f. Power of Attorney for the Bonds
g. Worker's Compensation Affidavit
h. MBE and/or SBE Commitment Form (If required)
3. Standard City General Conditions of the Construction
Awarded Proj ects.
Contract for Developer
59 4. Supplementary Conditions.
60 5. Speciiications specifically made a part of the Contract Documents by attachment or, if
61 not attached, as incorporated by reference and described in the Table of Contents of
62 the Project's Contract Documents.
63 6. Drawings.
64 7. Addenda.
65
66
67
68
69
70
71
72
73
8. Documentation submitted by Contractor prior to Notice of Award.
9. The following which may be delivered or issued after the Effective Date of the
Agreement and, if issued, become an incorporated part of the Contract Documents:
a. Notice to Proceed.
b. Field Orders.
c. Change Orders.
d. Letter of Final Acceptance.
CI1'Y OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —
DEVELOPER AWARDED PROJECTS
Revised June 16, 2016
Walsh Ranch-Quail Valley-Village Residential
City Project No. 103846
DocuSign Envelope ID: C98B2E2F-8045-41AD-9844-BE6602AF8360
005243-3
Developer Awarded Project Agreement
Page 3 of 4
74 Article 6. INDEMNIFICATION
75 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own
76 egpense, the city, its officers, servants and employees, from and against any and all claims
77 arising out of, or alleged to arise out of, the work and services to be performed by the
78 contractor, its offcers, agents, employees, subcontractors, licenses or invitees under this
79 contract. This indemnification provision is specificalh� intended to operate and be
80 effective even if it is alle ed or roven that all or some of the dama es bein sou ht were
81 caused, in whole or in �art, b� anr� act, omission or ne�li�ence of the cit►�. This indemnity
82 provision is intended to include, without limitation, indemnity for costs, egpenses and
83 legal fees incurred by the city in defending against such claims and causes of actions.
84
85
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88
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91
92
6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own ezpense, 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 rovision
is sveciiicall�� intended to o�erate and be effective even if it is alle�ed or nroven that all or
some of the damaees 6eing souQht were caused, in whole or in part, bv anr act, omission
or ne�li2ence of the citv.
93
94 Article 7. MISCELLANEOUS
95 7.1 Terms.
96 Terms used in this Agreement are defined in Article 1 of the Standazd City Conditions of the
97 Construction Contract for Developer Awarded Projects.
98 7.2 Assignment of Contract.
99 This Agreement, including all of the Contract Documents may not be assigned by the
100 Contractor without the advanced express written consent of the Developer.
101 7.3
102
103
104
105 7.4
Successors and Assigns.
Developer and Contractor each binds itself,
representatives to the other party hereto, in
obligations contained in the Contract Documents.
its partners, successors, assigns and legal
respect to all covenants, ageements and
Severability.
106 Any provision or part of the Contract Documents held to be unconstitutional, void or
107 unenforceable by a court of competent jurisdiction shall be deemed stricken, and a11 remaining
108 provisions shall continue to be valid and binding upon DEVELOPER and CONTRACTOR.
109 7.5 Governing Law and Venue.
110 This Agreement, including all of the Contract Documents is performable in the State of Texas.
111 Venue shall be Tarrant County, Texas, or the United States District Court for the Northern
112 District of Texas, Fort Worth Division.
CIT'1' OF FORT WORTH Walsh Ranch-Quail Valley-Village Residential
STANDARD CONSTRUCT'ION SPECIFICATION DOCUMENTS — City Project No. 103846
DEVELOPER AWARDED PROJECTS
Revised June 16,2016
6/3/2022
FOV�IER OF ATTORNEY
BERKLEY IIVSURANCE COMEANI'
WII.MINGTON, DELAWAl2E
No. BI-7280k
NOTICE: The wammg fo.und elsewhere in this Power of Attomey affects the validity thereof. Please review carefully.
KNOW ALL ME1�I BY THESE PREBENTS, that BERKLEY 1NSUR:ANCE COMPANY (ttie "Compan�'}, a c�rporation duly
ar;anized and.existing underthe laws of the Staie of DeTaware, having its principal a.ffice in Greenwich, CT., has made;.constituted
and appointed, and do.es by these presents make, constitute and appoint: Ricardo J.. Reyna; Don. E Coniell; �S'ophii:ie .Hunter;
Robbi Morales; Kelly A. Westbrook;. Ti�ur. McErvaiz; Josliva Sc�u�eders; Toriie Petri�n.eM, or Mikdela Peppers of Aon Risk
Services Sorrtlsavesi, Inc. o.f'Dallas, TX its true and lavirful Aftomey-in-Fact, to Sign its name as surery only as deliijeated below
and to execute, seal, aclrnowledge and deTcver any and all bonds and undertak�gs, wifh the exception of Financial Guaranty
Insurance, providing that no single obligation shall exceed Fifty Million and 00/1A0 TJ.S. Dollars {U.S.�50,0OO,OUQ.00),: to the.
same .extent as if such bonds had been duly executed and :aclrnowledged by the regularly elected officers -of the Gompany at its
principal office in their own proper persozrs.
Ttiis Powe; of Attomey shall be construed and enforced in accordance with, and govemed by, the laws of the Stnte of Delaware,
with�ut giying effect to the principles of conflicts of laws thereof. This Power of Attorney is granted pursuant to #he following
resoiut�ons wHich were duly and validly adopted at a meeting of the Board of Direcfors of the Compaay held on Janu_ary-25, 201 U:
RESO.LVED, that, with respect to the Surety business written by Beikley Surety, the Chairman of tlie Board, Chief
Execufi�e Officer, President or any Vice President of the Campany, in conjunction with the Seeretary or any Assistant
�ecretary are hereby authqrized to execute powers of attorney authorizing and qualifying the attomey-in-faet named therein
to execute bonds, undereakings, r�cognizances, or otlier suietyship obligations on behalf of Ehe Company, and to affix the
corporate seal of the Company to powers of attorney executed pllrsuant hereto; and said officers may remove any such
attorney-in-facC and revoke any power of attorriey previously gran#ed; and fi:uther
RESOLVED, that such. power of attorney limits the acts af those named therein to the bonds, undertak'ings, recognizances,
or other suretysli'ip obligatinns specificaily nam:ed tlierein, and they have no authority fo bind the Company except in the
manner and to the extent therein stated; and further
RESOLVED, that such power of attomey revokes all previous powers issued on behalf of the attomey-in-fact named; and
fiuther
IZESOLVED, that the signature of any aufhorized officer and the seal of the Company may 6e �xed by facsi�ile to any
power of altomey or cerEification thereof authorizing the execution and delivery of any bond, undertaking, reco.a 77ance, or
other sureryship obligafion .of the Company; and such signature and seal whe� so used shall have the same force and effect as
though manually affixed. The Goinpany may contmue to use. foY the purposes herein stated the facsimile signature of any
person or persons who shall have been such of�cer or afficers c�f the Company, notwithstanding the fact that they may have
ceased to be such at the time when such instruments shall be issued.
IN WIf'I��SS ���i�E1tEOt, the Ca€npany has caus�d t�ese preseuks to; be .si�zd aud attesfed by its approprjate ofFtcers anei ils
c�rporata sea] here•unto aES�:ed this j��'i"aA}i of ,'db�.
Aftesl_ Bcrk insur�ice Compan_y
(Seaf} ��' By :tr . J : . . �
_: edektnan Je � �er
Executi�e Vice �'res'idenf & SecreEary �� .5.: ` _ ° �ce: resid.ent
vV�i�2rT7hTC: T�ISX'O'W�R:.LN'(�ia;�;TD �NOT P`R�TEII ONT3�TfL "13�1t�L�Y" SECURITY PA.P�R.
ST�TE OF CO�INEG'�iCUT )
} ss:
coi�H�rx c�� i��m.�zcz.n �
S�torn ta befvre nte, a Notary Pub]ic in the State of �onnecticitt; this L dz} of. M� ,� by Ira S. L�-tlerman
aod JefCrcp b4. Haiter �vho are s�vnrn .ta :n7e to be �e Ex;c�tave Viee President Secretary, and $eniar �!i� 1'resident
rospcctii�l,y;'ofAerkleylnsuranceCompany. �iANoT;a�y�R.i"c� � �
CORN�G7ICUT_
��0��� ��4 �R� otaz;� I�ibiic; Stale o�Connectieut �
C�R�TFL��TE:
J, thc undei�sigctc:� Assistant Seereeaiy'bf BEKKL�Y INS�tRr1.TiCE COMP�IN-Y, D�,NER:EBY CEit1'II'Y that thc fore�ain� is a
tYue, correct and complete oopy oF t1�e .ori�nal Pny,+er �f' �ttarney; that said Power o.f Aitorne}' has z�ot been revoked or rescinded
and that tfie aufharitv af "the �1�torney in-ract,set foct� thercin, uho exec�ted ch� bond or underta7ang to w.hicb: t�is J�o�i�v�' vf.
Attorncy is aitached. -is:;in fult fot�ce_and e,fEect as of �:his dzte. ��r
Cive-n under:my'}i�aud:and scal vf i}tc Cainpany, this c�ay of �
;
(Sna�)
Vinccnt P: Forte
lMPOt�TANT NfjTfCE
To obtain intormation or rnakQ a comptaint.
You may �all Berkley Sure#y Graup, l.LG and its affiliates by
#eiephc�ne for infarmat�on or to m�ke a�ornplain#:
BERKLEY �URETY �R(7UP, LL.+C
Rlease send all natices o� claim on `thi� band to:
Berkiey Sur�ty Grou�, tLC
�86fi} 7s8-353�
4�2 Mount K�mbl� Avenue, �uite 3'lON
Morristown, NJ tt7960
Attn: Sure#y Claims Departmer�t
Yc�u may Gc�ntac# the Texas Department of insurance �o abtain
inform�ti+�n Qn cQmpani�s, �caverages, rights +�r �compiaints at:
1-8�t�-252-3438
Y�u may write the Tex�s Department ofi lnsurance:
P, C3, Bc�x '1 �491 QA
Au�tin, ?�f 78714-9144
Fax: (5'��2) 475-177�
1ilt�b: http:tlwww.�di.state.tx.us
E-mail: �onsumerPrartecgic�n� tdi.sta#�.tx.us
�'REM�UM C�R C�AiM DISPUTES:
Shouid �+ou have a dispute cc�ncerning your premium or abc�ut a clarm
yau s�c�uld contact your agen� or Berkley Surety Gr�up, �.LC firs#. lf
the dispc�te is nvt rescrl�ed, you may contaci the T�xas [iepartmen# af
insurance.
ATTAC�I THtS P�OTi!�E Tc� YOiJR BOIVd,
Th�s notice is for ir�fdrmation onCy and does not become a part ar
�o�ditian vf tM� �#tact��d �loc�ment and is given to c�►mp�y with Texas
teg�� and regutatat�r requ�rements.
��� �
3rd June 22
3rd
June 22
3rd June 22
3rd
June 22
3rd June 22
00 b2 I 9 - ?
MAI\'IT�A1C� BONf)
Page 2 0l'3
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4
IO
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17
IS
!9
20
?I
��
23
WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part
upon receiving notice froin the Developer and/or City of the need thereof at any time within the
Maintenance Period.
NOW THEREFORE, the condition of this obligation is such that if Principal shall
remedy any defective Work, for which timely notice was provided by Developer or City, to a
completion satisfacto�y to tl�e City, then this oblieation shall become null and ��oid; otherwise to
remain in fiill force and effect.
PROVIDED, HOi�'E�'ER, if Principal shall fail so to repair or reconstruct any timely
noticed def'ective Work, it is agreed that the Developer or City may cause any and all such
defective Work to be repaired and/or reconsU•ucted with all associated costs thereof bein� borne
by the Principal aiid the Surety under this Maintenance Bond: and
PROVIDED FURTHER, tl�at ifany legal action be filed on tliis Bond, venue sl�all lie in
Tarrant County, Texas or the United States District Court for the \orthecn District of Texas, Fort
Worth Division; and
PROVIDED FURTHER, that this obligation shall be continuous in natiu•e and
successive recoveries mav be had hereon for successive breaches.
CIT'1' O!' FOR"I' WOR"ifi W8ISI7 R811CI7-QU:11I V8IIC4-- VIII�QC RCSII�CIIU�II
STANf)ARb Ci'I'1' CO\Dfl'IbNS — DGVCLOPGR AWARf)[.�) i'RO.iL'C'f5 Cit} Prajccl No. 103A�16
Re��isrd Januan� ±I. 2012
3rd
June 22
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
STANDARD CITY CONDITIONS
OF THE CONSTRUCTION CONTRACT
FOR DEVELOPER AWARDED PROJECTS
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch - Quail Valley -Village Residential
City Project No. 103846
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 31, 2012
Walsh Ranch - Quail Valley -Village Residential
City Project No. 103846
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 31, 2012
Walsh Ranch - Quail Valley -Village Residential
City Project No. 103846
14.02 Computation of Times ................................................................................................................ 34
14.03 Cumulative Remedies ................................................................................................................. 34
14.04 Survival of Obligations ............................................................................................................... 35
14.05 Headings ...................................................................................................................................... 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch - Quail Valley -Village Residential
City Project No. 103846
00 73 10- 1
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 1 of 35
ARTICLE 1 – DEFINITIONS AND TERMINOLOGY
1.01 Defined Terms
A. Wherever used in these General Conditions or in other Contract Documents, the terms listed
below have the meanings indicated which are applicable to both the singular and plural thereof,
and words denoting gender shall include the masculine, feminine and neuter. Said terms are
generally capitalized or written in italics, but not always. When used in a context consistent with
the definition of a listed-defined term, the term shall have a meaning as defined below whether
capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial
capital letters in the Contract Documents include references to identified articles and paragraphs,
and the titles of other documents or forms.
1. Agreement - The written instrument which is evidence of the agreement between Developer
and Contractor covering the Work
2. Asbestos—Any material that contains more than one percent asbestos and is friable or is
releasing asbestos fibers into the air above current action levels established by the United
States Occupational Safety and Health Administration.
3. Business Day – A business day is defined as a day that the City conducts normal business,
generally Monday through Friday, except for federal or state holidays observed by the City.
4. Buzzsaw – City’s on-line, electronic document management and collaboration system.
5. Calendar Day – A day consisting of 24 hours measured from midnight to the next midnight.
6. City— The City of Fort Worth, Texas, a Texas home-rule municipal corporation, acting by,
its governing body through its City Manager, his designee, or agents authorized pursuant to
its duly authorized charter on his behalf.
7. Community Facilities Agreement (CFA) -–A Contract between the Developer and the City
for the Construction of one or more following public facilities within the City public right-of-
way or easement: Water, Sanitary Sewer, Street, Storm Drain, Street Light, and Street Signs.
A CFA may include private facilities within the right-of-way dedicated as private right-of-
way or easement on a recorded plat.
8. Contract—The entire and integrated written document incorporating the Contract
Documents between the Developer, Contractor, and/or City concerning the Work. The
Contract supersedes prior negotiations, representations, or agreements, whether written or
oral.
9. Contract Documents—Those items that make up the contract and which must include the
Agreement, and it’s attachments such as standard construction specifications, standard City
Conditions, other general conditions of the Developer, including:
a. An Agreement
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch - Quail Valley -Village Residential
City Project No. 103846
00 73 10- 2
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 2 of 35
b. Attachments to the Agreement
i. Bid Form
ii. Vendor Compliance with State Law Non-Resident Bidder
iii. Prequalification Statement
c. Current Prevailing Wage Rates Table (if required by City)
d. Insurance Accord Form
e. Payment Bond
f. Performance Bond
g. Maintenance Bond
h. Power of Attorney for Bonds
i. Workers Compensation Affidavit
j. MWBE Commitment Form( If required by City)
k. General Conditions
l. Supplementary Conditions
m. The Standard City Conditions
n. Specifications specifically made part of the Contract Documents by attachment, if
not attached, as incorporated by reference and described in the Table of Contents of
the Project’s Contract Documents
o. Drawings
p. Documentation submitted by contractor prior to Notice of Award.
q. The following which may be delivered or issued after the effective date if the
Agreement and, if issued become an incorporated part of the Contract Documents
i. Notice to Proceed
ii. Field Orders
iii. Change Orders
iv. Letters of Final Acceptance
r. Approved Submittals, other Contractor submittals, and the reports and drawings of
subsurface and physical conditions are not Contract Documents.
10. Contractor—The individual or entity with whom Developer has entered into the Agreement.
11. Day or day – A day, unless otherwise defined, shall mean a Calendar Day.
12. Developer – An individual or entity that desires to make certain improvements within the
City of Fort Worth
13. Drawings—That part of the Contract Documents prepared or approved by Engineer which
graphically shows the scope, extent, and character of the Work to be performed by
Contractor. Submittals are not Drawings as so defined.
14. Engineer—The licensed professional engineer or engineering firm registered in the State of
Texas performing professional services for the Developer.
15. Final Acceptance – The written notice given by the City to the Developer and/or Contractor
that the Work specified in the Contract Documents has been completed to the satisfaction of
the City.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch - Quail Valley -Village Residential
City Project No. 103846
00 73 10- 3
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 3 of 35
16. Final Inspection – Inspection carried out by the City to verify that the Contractor has
completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in
conformance with the Contract Documents.
17. General Requirements—A part of the Contract Documents between the Developer and a
Contractor.
18. Laws and Regulations—Any and all applicable laws, rules, regulations, ordinances, codes,
and orders of any and all governmental bodies, agencies, authorities, and courts having
jurisdiction.
19. Liens—Charges, security interests, or encumbrances upon Project funds, real property, or
personal property.
20. Milestone—A principal event specified in the Contract Documents relating to an
intermediate Contract Time prior to Final Acceptance of the Work.
21. Non-Participating Change Order—A document, which is prepared for and reviewed by the
City, which is signed by Contractor, and Developer, and authorizes an addition, deletion, or
revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on
or after the Effective Date of the Agreement.
22. Participating Change Order—A document, which is prepared for and approved by the City,
which is signed by Contractor, Developer, and City and authorizes an addition, deletion, or
revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on
or after the Effective Date of the Agreement.
23. Plans – See definition of Drawings.
24. Project Schedule—A schedule, prepared and maintained by Contractor, in accordance with
the General Requirements, describing the sequence and duration of the activities comprising
the Contractor’s plan to accomplish the Work within the Contract Time.
25. Project—The Work to be performed under the Contract Documents.
26. Project Representative—The authorized representative of the City who will be assigned to
the Site.
27. Public Meeting – An announced meeting conducted by the Developer to facilitate public
participation and to assist the public in gaining an informed view of the Project.
28. Regular Working Hours – Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday
thru Friday (excluding legal holidays).
29. Samples—Physical examples of materials, equipment, or workmanship that are
representative of some portion of the Work and which establish the standards by which such
portion of the Work will be judged.
00 73 10- 4
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 4 of 35
30. Schedule of Submittals—A schedule, prepared and maintained by Contractor, of required
submittals and the time requirements to support scheduled performance of related
construction activities.
31. Site—Lands or areas indicated in the Contract Documents as being furnished by City or
Developer upon which the Work is to be performed, including rights-of-way, permits, and
easements for access thereto, and such other lands furnished by City or Developer which are
designated for the use of Contractor.
32. Specifications—That part of the Contract Documents consisting of written requirements for
materials, equipment, systems, standards and workmanship as applied to the Work, and
certain administrative requirements and procedural matters applicable thereto.
Specifications may be specifically made a part of the Contract Documents by attachment or,
if not attached, may be incorporated by reference as indicated in the Table of Contents
(Division 00 00 00) of each Project.
33. Standard City Conditions – That part of the Contract Documents setting forth requirements
of the City.
34. Subcontractor—An individual or entity having a direct contract with Contractor or with any
other Subcontractor for the performance of a part of the Work at the Site.
35. Submittals—All drawings, diagrams, illustrations, schedules, and other data or information
which are specifically prepared or assembled by or for Contractor and submitted by
Contractor to illustrate some portion of the Work.
36. Superintendent – The representative of the Contractor who is available at all times and able
to receive instructions from the City and/or Developer and to act for the Contractor.
37. Supplementary Conditions—That part of the Contract Documents which amends or
supplements the General Conditions.
38. Supplier—A manufacturer, fabricator, supplier, distributor, materialman, or vendor having
a direct contract with Contractor or with any Subcontractor to furnish materials or
equipment to be incorporated in the Work by Contractor or Subcontractor.
39. Underground Facilities—All underground pipelines, conduits, ducts, cables, wires,
manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any
encasements containing such facilities, including but not limited to, those that convey
electricity, gases, steam, liquid petroleum products, telephone or other communications,
cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or
other control systems.
40. Weekend Working Hours – Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday,
Sunday or legal holiday, as approved in advance by the City.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch Quail Valley Village Residential
City Project No. 103846
00 73 10- 5
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 5 of 35
41. Work—The entire construction or the various separately identifiable parts thereof required
to be provided under the Contract Documents. Work includes and is the result of performing
or providing all labor, services, and documentation necessary to produce such construction
including any Participating Change Order, Non-Participating Change Order, or Field
Order, and furnishing, installing, and incorporating all materials and equipment into such
construction, all as required by the Contract Documents.
42. Working Day – A working day is defined as a day, not including Saturdays, Sundays, or
legal holidays authorized by the City for contract purposes, in which weather or other
conditions not under the control of the Contractor will permit the performance of the
principal unit of work underway for a continuous period of not less than 7 hours between 7
a.m. and 6 p.m.
1.02 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.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
00 73 10- 6
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 6 of 35
ARTICLE 2 – PRELIMINARY MATTERS
2.01 Before Starting Construction
Baseline Schedules: Submit to City in accordance with the Contract Documents, and prior to starting
the Work. New schedules will be submitted to City when Participating Change Orders or Non-
Participating Change Orders occur.
2.02 Preconstruction Conference
Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as
specified in the Contract Documents.
2.03 Public Meeting
Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor
attending the Public Meeting as scheduled by the City.
ARTICLE 3 – CONTRACT DOCUMENTS AND AMENDING
3.01 Reference Standards
A. Standards, Specifications, Codes, Laws, and Regulations
1. Reference to standards, specifications, manuals, or codes of any technical society,
organization, or association, or to Laws or Regulations, whether such reference be specific or
by implication, shall mean the standard, specification, manual, code, or Laws or Regulations
in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there
were no Bids), except as may be otherwise specifically stated in the Contract Documents.
2. No provision or instruction shall be effective to assign to City, or any of its officers,
directors, members, partners, employees, agents, consultants, or subcontractors, any duty or
authority to supervise or direct the performance of the Work or any duty or authority to
undertake responsibility inconsistent with the provisions of the Contract Documents.
3.02 Amending and Supplementing Contract Documents
A. The Contract Documents may be amended to provide for additions, deletions, and revisions in
the Work or to modify the terms and conditions thereof by a Participating Change Order or a
Non-Participating Change Order.
B. The requirements of the Contract Documents may be supplemented, and minor variations and
deviations in the Work not involving a change in Contract Price or Contract Time, may be
authorized, by one or more of the following ways:
1. A Field Order;
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
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 31, 2012
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
1. City’s or Engineer’s review of a Submittal (subject to the provisions of Paragraph 5.16.C); or
2. City’s written interpretation or clarification.
ARTICLE 4 – BONDS AND INSURANCE
4.01 Licensed Sureties and Insurers
All bonds and insurance required by the Contract Documents to be purchased and maintained by
Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized
in the State of Texas to issue bonds or insurance policies for the limits and coverage so required.
Such surety and insurance companies shall also meet such additional requirements and qualifications
as may be provided Section 4.04.
4.02 Performance, Payment, and Maintenance Bonds
A. Contractor shall furnish performance and payment bonds in the name of Developer and City, in
accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount
equal to the Contract Price as security for the faithful performance and payment of all of
Contractor’s obligations under the Contract Documents.
B. Contractor shall furnish maintenance bonds in the name of Developer and City in an amount
equal to the Contract Price as security to protect the City against any defects in any portion of the
Work described in the Contract Documents. Maintenance bonds shall remain in effect for two
(2) years after the date of Final Acceptance by the City.
C. All bonds shall be in the form prescribed by the Contract Documents except as provided
otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list
of “Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and
as Acceptable Reinsuring Companies” as published in Circular 570 (amended) by the Financial
Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed
by an agent or attorney-in-fact must be accompanied by a sealed and dated power of attorney
which shall show that it is effective on the date the agent or attorney-in-fact signed each bond.
D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or
its right to do business is terminated in the State of Texas or it ceases to meet the requirements of
Paragraph 4.02.C, Contractor shall promptly notify City and shall, within 30 days after the event
giving rise to such notification, provide another bond and surety, both of which shall comply
with the requirements of Paragraphs 4.01 and 4.02.C.
4.03 Certificates of Insurance
Contractor shall deliver to Developer and City, with copies to each additional insured and loss payee
identified in these Standard City Conditions certificates of insurance (and other evidence of
insurance requested by City or any other additional insured) which Contractor is required to
purchase and maintain.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
00 73 10- 8
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 8 of 35
1. The certificate of insurance shall document the City, an as “Additional Insured” on all
liability policies.
2. The Contractor’s general liability insurance shall include a, “per project” or “per location”,
endorsement, which shall be identified in the certificate of insurance provided to the City.
3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the
insured, be complete in its entirety, and show complete insurance carrier names as listed in
the current A.M. Best Property & Casualty Guide
4. The insurers for all policies must be licensed and/or approved to do business in the State of
Texas. Except for workers’ compensation, all insurers must have a minimum rating of A-:
VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial
strength and solvency to the satisfaction of Risk Management. If the rating is below that
required, written approval of City is required.
5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor
of the City. In addition, the Contractor agrees to waive all rights of subrogation against the
Engineer (if applicable), and each additional insured identified in these Standard City
Conditions. Failure of the City to demand such certificates or other evidence of full
compliance with the insurance requirements or failure of the City to identify a deficiency
from evidence that is provided shall not be construed as a waiver of Contractor’s obligation
to maintain such lines of insurance coverage.
6. If insurance policies are not written for specified coverage limits, an Umbrella or Excess
Liability insurance for any differences is required. Excess Liability shall follow form of the
primary coverage.
7. Unless otherwise stated, all required insurance shall be written on the “occurrence basis”. If
coverage is underwritten on a claims-made basis, the retroactive date shall be coincident with
or prior to the date of the effective date of the agreement and the certificate of insurance shall
state that the coverage is claims-made and the retroactive date. The insurance coverage shall
be maintained for the duration of the Contract and for three (3) years following Final
Acceptance provided under the Contract Documents or for the warranty period, whichever is
longer. An annual certificate of insurance submitted to the City shall evidence such
insurance coverage.
8. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the
required lines of coverage, nor decrease the limits of said coverage unless such endorsements
are approved in writing by the City. In the event a Contract has been bid or executed and the
exclusions are determined to be unacceptable or the City desires additional insurance
coverage, and the City desires the contractor/engineer to obtain such coverage, the contract
price shall be adjusted by the cost of the premium for such additional coverage plus 10%.
9. Any self-insured retention (SIR), in excess of $25,000.00, affecting required insurance
coverage shall be approved by the City in regards to asset value and stockholders' equity. In
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
00 73 10- 9
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 9 of 35
lieu of traditional insurance, alternative coverage maintained through insurance pools or risk
retention groups, must also be approved by City.
10. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a
first-dollar basis, must be acceptable to and approved by the City.
11. City, at its sole discretion, reserves the right to review the insurance requirements and to
make reasonable adjustments to insurance coverage’s and their limits when deemed
necessary and prudent by the City based upon changes in statutory law, court decision or the
claims history of the industry as well as of the contracting party to the City. The City shall
be required to provide prior notice of 90 days, and the insurance adjustments shall be
incorporated into the Work by Change Order.
12. City shall be entitled, upon written request and without expense, to receive copies of policies
and endorsements thereto and may make any reasonable requests for deletion or revision or
modifications of particular policy terms, conditions, limitations, or exclusions necessary to
conform the policy and endorsements to the requirements of the Contract. Deletions,
revisions, or modifications shall not be required where policy provisions are established by
law or regulations binding upon either party or the underwriter on any such policies.
13. City shall not be responsible for the direct payment of insurance premium costs for
Contractor’s insurance.
4.04 Contractor’s Insurance
A. Workers Compensation and Employers’ Liability. Contractor shall purchase and maintain such
insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers’
Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for
Employers’ Liability as is appropriate for the Work being performed and as will provide
protection from claims set forth below which may arise out of or result from Contractor’s
performance of the Work and Contractor’s other obligations under the Contract Documents,
whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly
or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts
any of them may be liable:
1. claims under workers’ compensation, disability benefits, and other similar employee benefit
acts;
2. claims for damages because of bodily injury, occupational sickness or disease, or death of
Contractor’s employees.
3. The limits of liability for the insurance shall provide the following coverages for not less
than the following amounts or greater where required by Laws and Regulations
a. Statutory limits
b. Employer's liability
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
00 73 10- 10
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 10 of 35
1) $100,000 each accident/occurrence
2) $100,000 Disease - each employee
3) $500,000 Disease - policy limit
B. Commercial General Liability. Coverage shall include but not be limited to covering liability
(bodily injury or property damage) arising from: premises/operations, independent contractors,
products/completed operations, personal injury, and liability under an insured contract. Insurance
shall be provided on an occurrence basis, and as comprehensive as the current Insurance
Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to
any other insurance or self-insurance programs afforded to the City. The Commercial General
Liability policy, shall have no exclusions by endorsements that would alter of nullify
premises/operations, products/completed operations, contractual, personal injury, or advertising
injury, which are normally contained with the policy, unless the City approves such exclusions
in writing.
1. For construction projects that present a substantial completed operation exposure, the City
may require the contractor to maintain completed operations coverage for a minimum of no
less than three (3) years following the completion of the project
2. Contractor's Liability Insurance under this Section which shall be on a per project basis
covering the Contractor with minimum limits of:
a. $1,000,000 each occurrence
b. $2,000,000 aggregate limit
3. The policy must have an endorsement (Amendment – Aggregate Limits of Insurance)
making the General Aggregate Limits apply separately to each job site.
4. The Commercial General Liability Insurance policies shall provide “X”, “C”, and “U”
coverage’s. Verification of such coverage must be shown in the Remarks Article of the
Certificate of Insurance.
C. Automobile Liability. A commercial business auto policy shall provide coverage on “any auto”,
defined as autos owned, hired and non-owned and provide indemnity for claims for damages
because bodily injury or death of any person and or property damage arising out of the work,
maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by
anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone
for whose acts any of them may be liable.
1. Automobile Liability, Contractor’s Liability Insurance under this Section, which shall be in
an amount not less than the following amounts:
a. Automobile Liability - a commercial business policy shall provide coverage on "Any
Auto", defined as autos owned, hired and non-owned.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
00 73 10- 11
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 11 of 35
1) $1,000,000 each accident on a combined single limit basis. Split limits are
acceptable if limits are at least:
2) $250,000 Bodily Injury per person
3) $500,000 Bodily Injury per accident /
4) $100,000 Property Damage
D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of
railroad right-of-way, the Contractor shall comply with the following requirements:
1. The Contractor’s construction activities will require its employees, agents, subcontractors,
equipment, and material deliveries to cross railroad properties and tracks owned and
operated by: 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: None
b. Each Occurrence: : None
4. With respect to the above outlined insurance requirements, the following shall govern:
a. Where a single railroad company is involved, the Contractor shall provide one insurance
policy in the name of the railroad company. However, if more than one grade separation
or at-grade crossing is affected by the Project at entirely separate locations on the line or
lines of the same railroad company, separate coverage may be required, each in the
amount stated above.
b. Where more than one railroad company is operating on the same right-of-way or where
several railroad companies are involved and operated on their own separate rights-of-
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
00 73 10- 12
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 12 of 35
way, the Contractor may be required to provide separate insurance policies in the name
of each railroad company.
c. If, in addition to a grade separation or an at-grade crossing, other work or activity is
proposed on a railroad company’s right-of-way at a location entirely separate from the
grade separation or at-grade crossing, insurance coverage for this work must be included
in the policy covering the grade separation.
d. If no grade separation is involved but other work is proposed on a railroad company’s
right-of-way, all such other work may be covered in a single policy for that railroad, even
though the work may be at two or more separate locations.
5. No work or activities on a railroad company’s property to be performed by the Contractor
shall be commenced until the Contractor has furnished the City with an original policy or
policies of the insurance for each railroad company named, as required above. All such
insurance must be approved by the City and each affected Railroad Company prior to the
Contractor’s beginning work.
6. The insurance specified above must be carried until all Work to be performed on the railroad
right-of-way has been completed and the grade crossing, if any, is no longer used by the
Contractor. In addition, insurance must be carried during all maintenance and/or repair work
performed in the railroad right-of-way. Such insurance must name the railroad company as
the insured, together with any tenant or lessee of the railroad company operating over tracks
involved in the Project.
E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation
or other loss of insurance coverage. Contractor shall stop work until replacement insurance has
been procured. There shall be no time credit for days not worked pursuant to this section.
4.05 Acceptance of Bonds and Insurance; Option to Replace
If City has any objection to the coverage afforded by or other provisions of the bonds or insurance
required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis
of non-conformance with the Contract Documents, the Developer and City shall so notify the
Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence
requested). Contractor shall provide to the City such additional information in respect of insurance
provided as the Developer or City may reasonably request. If Contractor does not purchase or
maintain all of the bonds and insurance required by the Contract Documents, the Developer or City
shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure
to maintain prior to any change in the required coverage.
ARTICLE 5 – CONTRACTOR’S RESPONSIBILITIES
5.01 Supervision and Superintendent
A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting
such attention thereto and applying such skills and expertise as may be necessary to perform the
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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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STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
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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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STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
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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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STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
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City Project No. 103846
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Standard City Conditions Of The Construction Contract For Developer Awarded Projects
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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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STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
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Standard City Conditions Of The Construction Contract For Developer Awarded Projects
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Required for this Contract.
X Not Required for this Contract.
It is City policy to ensure the full and equitable participation by Minority and Women Business
Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the
Contract Documents provide for a MWBE goal, Contractor is required to comply with the intent
of the City’s MWBE Ordinance (as amended) by the following:
1. Contractor shall, upon request by City, provide complete and accurate information regarding
actual work performed by a MWBE on the Contract and payment therefor.
2. Contractor will not make additions, deletions, or substitutions of accepted MWBE without
written consent of the City. Any unjustified change or deletion shall be a material breach of
Contract and may result in debarment in accordance with the procedures outlined in the
Ordinance.
3. Contractor shall, upon request by City, allow an audit and/or examination of any books,
records, or files in the possession of the Contractor that will substantiate the actual work
performed by an MWBE. Material misrepresentation of any nature will be grounds for
termination of the Contract. Any such misrepresentation may be grounds for disqualification
of Contractor to bid on future contracts with the City for a period of not less than three years.
B. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors,
Suppliers, and other individuals or entities performing or furnishing any of the Work just as
Contractor is responsible for Contractor’s own acts and omissions. Nothing in the Contract
Documents:
1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity
any contractual relationship between City and any such Subcontractor, Supplier or other
individual or entity; nor
2. shall create any obligation on the part of City to pay or to see to the payment of any moneys
due any such Subcontractor, Supplier, or other individual or entity except as may otherwise
be required by Laws and Regulations.
C. Contractor shall be solely responsible for scheduling and coordinating the Work of
Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the
Work under a direct or indirect contract with Contractor.
D. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing
any of the Work shall communicate with City through Contractor.
E. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an
appropriate agreement between Contractor and the Subcontractor or Supplier which specifically
binds the Subcontractor or Supplier to the applicable terms and conditions of these Contract
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Revised January 31, 2012
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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.
X Not Required for this Contract.
A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of
Chapter 2258, Texas Government Code (as amended), including the payment of not less than the
rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in
accordance with Chapter 2258. Such prevailing wage rates are included in these Contract
Documents.
B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage
shall, upon demand made by the City, pay to the City $60 for each worker employed for each
calendar day or part of the day that the worker is paid less than the prevailing wage rates
stipulated in these contract documents. This penalty shall be retained by the City to offset its
administrative costs, pursuant to Texas Government Code 2258.023.
C. Complaints of Violations and City Determination of Good Cause. On receipt of information,
including a complaint by a worker, concerning an alleged violation of 2258.023, Texas
Government Code, by a Contractor or Subcontractor, the City shall make an initial
determination, before the 31st day after the date the City receives the information, as to whether
good cause exists to believe that the violation occurred. The City shall notify in writing the
Contractor or Subcontractor and any affected worker of its initial determination. Upon the
City’s determination that there is good cause to believe the Contractor or Subcontractor has
violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or
claimants as the difference between wages paid and wages due under the prevailing wage rates,
such amounts being subtracted from successive progress payments pending a final determination
of the violation.
D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of
Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected
worker, shall be submitted to binding arbitration in accordance with the Texas General
Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any
affected worker does not resolve the issue by agreement before the 15th day after the date the
City makes its initial determination pursuant to Paragraph C above. If the persons required to
arbitrate under this section do not agree on an arbitrator before the 11th day after the date that
arbitration is required, a district court shall appoint an arbitrator on the petition of any of the
persons. The City is not a party in the arbitration. The decision and award of the arbitrator is
final and binding on all parties and may be enforced in any court of competent jurisdiction.
E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3)
years following the date of acceptance of the work, maintain records that show (i) the name and
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occupation of each worker employed by the Contractor in the construction of the Work provided
for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be
open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right
to Audit, shall pertain to this inspection.
F. Progress Payments. With each progress payment or payroll period, whichever is less, the
Contractor shall submit an affidavit stating that the Contractor has complied with the
requirements of Chapter 2258, Texas Government Code.
G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at
all times.
H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall
otherwise require all of its Subcontractors to comply with Paragraphs A through G above.
5.09 Patent Fees and Royalties
A. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold
harmless City, from and against all claims, costs, losses, and damages (including but not limited
to all fees and charges of engineers, architects, attorneys, and other professionals and all court
or arbitration or other dispute resolution costs) arising out of or relating to any infringement of
patent rights or copyrights incident to the use in the performance of the Work or resulting from
the incorporation in the Work of any invention, design, process, product, or device not specified
in the Contract Documents.
5.10 Laws and Regulations
A. Contractor shall give all notices required by and shall comply with all Laws and Regulations
applicable to the performance of the Work. Except where otherwise expressly required by
applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor’s
compliance with any Laws or Regulations.
B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws
or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or arbitration or other dispute resolution costs) arising out of or relating to such Work.
However, it shall not be Contractor’s responsibility to make certain that the Specifications and
Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of
Contractor’s obligations under Paragraph 3.01.
5.11 Use of Site and Other Areas
A. Limitation on Use of Site and Other Areas:
1. Contractor shall confine construction equipment, the storage of materials and equipment, and
the operations of workers to the Site and other areas permitted by Laws and Regulations, and
shall not unreasonably encumber the Site and other areas with construction equipment or
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
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STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
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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 31, 2012
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City Project No. 103846
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Samples and a counterpart of all accepted Submittals will be available to City for reference.
Upon completion of the Work, these record documents, any operation and maintenance manuals,
and Submittals will be delivered to City prior to Final Inspection. Contractor shall include
accurate locations for buried and imbedded items.
5.13 Safety and Protection
A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety
precautions and programs in connection with the Work. Such responsibility does not relieve
Subcontractors of their responsibility for the safety of persons or property in the performance of
their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall
take all necessary precautions for the safety of, and shall provide the necessary protection to
prevent damage, injury or loss to:
1. all persons on the Site or who may be affected by the Work;
2. all the Work and materials and equipment to be incorporated therein, whether in storage on
or off the Site; and
3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks,
pavements, roadways, structures, utilities, and Underground Facilities not designated for
removal, relocation, or replacement in the course of construction.
B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of
persons or property, or to the protection of persons or property from damage, injury, or loss; and
shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall
notify owners of adjacent property and of Underground Facilities and other utility owners when
prosecution of the Work may affect them, and shall cooperate with them in the protection,
removal, relocation, and replacement of their property.
C. Contractor shall comply with the applicable requirements of City’s safety programs, if any.
D. Contractor shall inform City of the specific requirements of Contractor’s safety program, if any,
with which City’s employees and representatives must comply while at the Site.
E. All damage, injury, or loss to any property referred to in Paragraph 5.13.A.2 or 5.13.A.3 caused,
directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any
other individual or entity directly or indirectly employed by any of them to perform any of the
Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor.
F. Contractor’s duties and responsibilities for safety and for protection of the Work shall continue
until such time as all the Work is completed and City has accepted the Work.
5.14 Safety Representative
Contractor shall inform City in writing of Contractor’s designated safety representative at the Site.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
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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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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 31, 2012
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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
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City Project No. 103846
7. any correction of defective Work by City.
D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to
other work or property resulting therefrom which shall appear within a period of two (2) years
from the date of Final Acceptance of the Work unless a longer period is specified and shall
furnish a good and sufficient maintenance bond, complying with the requirements of Article
4.02.B. The City will give notice of observed defects with reasonable promptness.
5.18 Indemnification
A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the
City, its officers, servants and employees, from and against any and all claims arising out of, or
alleged to arise out of, the work and services to be performed by the Contractor, its officers,
agents, employees, subcontractors, licenses or invitees under this Contract. THIS
INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE
AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME
OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY
ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is
intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by
the City in defending against such claims and causes of actions.
B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its
officers, servants and employees, from and against any and all loss, damage or destruction of
property of the City, arising out of, or alleged to arise out of, the work and services to be
performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees
under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY
INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR
PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE
CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF
THE CITY.
5.19 Delegation of Professional Design Services
A. Contractor will not be required to provide professional design services unless such services are
specifically required by the Contract Documents for a portion of the Work or unless such
services are required to carry out Contractor’s responsibilities for construction means, methods,
techniques, sequences and procedures.
B. If professional design services or certifications by a design professional related to systems,
materials or equipment are specifically required of Contractor by the Contract Documents, City
will specify all performance and design criteria that such services must satisfy. Contractor shall
cause such services or certifications to be provided by a properly licensed professional, whose
signature and seal shall appear on all drawings, calculations, specifications, certifications, and
Submittals prepared by such professional. Submittals related to the Work designed or certified
by such professional, if prepared by others, shall bear such professional’s written approval when
submitted to City.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
00 73 10- 25
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 25 of 35
C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services,
certifications or approvals performed by such design professionals, provided City has specified
to Contractor performance and design criteria that such services must satisfy.
D. Pursuant to this Paragraph 5.19, City’s review and acceptance of design calculations and design
drawings will be only for the limited purpose of checking for conformance with performance
and design criteria given and the design concept expressed in the Contract Documents. City’s
review and acceptance of Submittals (except design calculations and design drawings) will be
only for the purpose stated in Paragraph 5.16.C.
5.20 Right to Audit:
A. The City reserves the right to audit all projects utilizing City funds
B. The Contractor agrees that the City shall, until the expiration of three (3) years after final
payment under this Contract, have access to and the right to examine and photocopy any directly
pertinent books, documents, papers, and records of the Contractor involving transactions relating
to this Contract. Contractor agrees that the City shall have access during Regular Working Hours
to all necessary Contractor facilities and shall be provided adequate and appropriate work space
in order to conduct audits in compliance with the provisions of this Paragraph. The City shall
give Contractor reasonable advance notice of intended audits.
C. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that
the subcontractor agrees that the City shall, until the expiration of three (3) years after final
payment under this Contract, have access to and the right to examine and photocopy any directly
pertinent books, documents, papers, and records of such Subcontractor, involving transactions to
the subcontract, and further, that City shall have access during Regular Working Hours to all
Subcontractor facilities, and shall be provided adequate and appropriate work space in order to
conduct audits in compliance with the provisions of this Paragraph. The City shall give
Subcontractor reasonable advance notice of intended audits.
D. Contractor and Subcontractor agree to photocopy such documents as may be requested by the
City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate
published in the Texas Administrative Code in effect as of the time copying is performed.
5.21 Nondiscrimination
A. The City is responsible for operating Public Transportation Programs and implementing transit-
related projects, which are funded in part with Federal financial assistance awarded by the U.S.
Department of Transportation and the Federal Transit Administration (FTA), without
discriminating against any person in the United States on the basis of race, color, or national
origin.
B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of
the Act and the Regulations as further defined in the Supplementary Conditions for any project
receiving Federal assistance.
00 73 10- 26
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 26 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
ARTICLE 6 – OTHER WORK AT THE SITE
6.01 Related Work at Site
A. City may perform other work related to the Project at the Site with City’s employees, or other
City contractors, or through other direct contracts therefor, or have other work performed by
utility owners. If such other work is not noted in the Contract Documents, then written notice
thereof will be given to Contractor prior to starting any such other work; and
B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility
owner, and City, if City is performing other work with City’s employees or other City
contractors, proper and safe access to the Site, provide a reasonable opportunity for the
introduction and storage of materials and equipment and the execution of such other work, and
properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of
the Work that may be required to properly connect or otherwise make its several parts come
together and properly integrate with such other work. Contractor shall not endanger any work of
others by cutting, excavating, or otherwise altering such work; provided, however, that
Contractor may cut or alter others' work with the written consent of City and the others whose
work will be affected.
C. If the proper execution or results of any part of Contractor’s Work depends upon work
performed by others under this Article 7, Contractor shall inspect such other work and promptly
report to City in writing any delays, defects, or deficiencies in such other work that render it
unavailable or unsuitable for the proper execution and results of Contractor’s Work. Contractor’s
failure to so report will constitute an acceptance of such other work as fit and proper for
integration with Contractor’s Work except for latent defects in the work provided by others.
ARTICLE 7 – CITY’S RESPONSIBILITIES
7.01 Inspections, Tests, and Approvals
City’s responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph
11.03.
7.02 Limitations on City’s Responsibilities
A. The City shall not supervise, direct, or have control or authority over, nor be responsible for,
Contractor’s means, methods, techniques, sequences, or procedures of construction, or the safety
precautions and programs incident thereto, or for any failure of Contractor to comply with Laws
and Regulations applicable to the performance of the Work. City will not be responsible for
Contractor’s failure to perform the Work in accordance with the Contract Documents.
B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 5.13.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch - Quail Valley Village Residential
City Project No. 103846
00 73 10- 27
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 27 of 35
7.03 Compliance with Safety Program
While at the Site, City’s employees and representatives shall comply with the specific applicable
requirements of Contractor’s safety programs of which City has been informed pursuant to
Paragraph 5.13.
ARTICLE 8 – CITY’S OBSERVATION STATUS DURING CONSTRUCTION
8.01 City’s Project Representative
City will provide one or more Project Representative(s) during the construction period. The duties
and responsibilities and the limitations of authority of City’s representative during construction are
set forth in the Contract Documents.
A. City’s Project Representative will make visits to the Site at intervals appropriate to the various
stages of construction as City deems necessary in order to observe the progress that has been
made and the quality of the various aspects of Contractor’s executed Work. Based on
information obtained during such visits and observations, City’s Project Representative will
determine, in general, if the Work is proceeding in accordance with the Contract Documents.
City’s Project Representative will not be required to make exhaustive or continuous inspections
on the Site to check the quality or quantity of the Work. City’s Project Representative’s efforts
will be directed toward providing City a greater degree of confidence that the completed Work
will conform generally to the Contract Documents.
B. City’s Project Representative’s visits and observations are subject to all the limitations on
authority and responsibility in the Contract Documents.
8.02 Authorized Variations in Work
City’s Project Representative may authorize minor variations in the Work from the requirements of
the Contract Documents which do not involve an adjustment in the Contract Price or the Contract
Time and are compatible with the design concept of the completed Project as a functioning whole as
indicated by the Contract Documents. These may be accomplished by a Field Order and will be
binding on City Developer, and also on Contractor, who shall perform the Work involved promptly.
8.03 Rejecting Defective Work
City will have authority to reject Work which City’s Project Representative believes to be defective,
or will not produce a completed Project that conforms to the Contract Documents or that will
prejudice the integrity of the design concept of the completed Project as a functioning whole as
indicated by the Contract Documents. City will have authority to conduct special inspection or
testing of the Work as provided in Article 11, whether or not the Work is fabricated, installed, or
completed.
00 73 10- 28
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 28 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch - Quail Valley- Village Residential
City Project No. 103846
8.04 Determinations for Work Performed
Contractor will determine the actual quantities and classifications of Work performed. City’s Project
Representative will review with Contractor the preliminary determinations on such matters before
rendering a written recommendation. City’s written decision will be final (except as modified to
reflect changed factual conditions or more accurate data).
ARTICLE 9 – CHANGES IN THE WORK
9.01 Authorized Changes in the Work
A. Without invalidating the Contract and without notice to any surety, City may, at any time or
from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall
promptly proceed with the Work involved which will be performed under the applicable
conditions of the Contract Documents (except as otherwise specifically provided). Extra Work
shall be memorialized by a Participating Change Order which may or may not precede an order
of Extra work.
B. For minor changes of Work not requiring changes to Contract Time or Contract Price on a
project with City participation, a Field Order may be issued by the City.
9.02 Notification to Surety
If the provisions of any bond require notice to be given to a surety of any change affecting the
general scope of the Work or the provisions of the Contract Documents (including, but not limited
to, Contract Price or Contract Time), the giving of any such notice will be Contractor’s
responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the
effect of any such change.
ARTICLE 10 – CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME
10.01 Change of Contract Price
A. The Contract Price may only be changed by a Participating Change Order for projects with City
participation.
10.02 Change of Contract Time
A. The Contract Time may only be changed by a Participating Change Order for projects with City
participation.
10.03 Delays
A. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or
damages (including but not limited to all fees and charges of engineers, architects, attorneys, and
other professionals and all court or arbitration or other dispute resolution costs) sustained by
Contractor on or in connection with any other project or anticipated project.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch - Quail Valley- Village Residential
City Project No. 103846
00 73 10- 29
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 29 of 35
ARTICLE 11 – TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF
DEFECTIVE WORK
11.01 Notice of Defects
Notice of all defective Work of which City has actual knowledge will be given to Contractor.
Defective Work may be rejected, corrected, or accepted as provided in this Article 13.
11.02 Access to Work
City, independent testing laboratories, and governmental agencies with jurisdictional interests will
have access to the Site and the Work at reasonable times for their observation, inspection, and
testing. Contractor shall provide them proper and safe conditions for such access and advise them of
Contractor’s safety procedures and programs so that they may comply therewith as applicable.
11.03 Tests and Inspections
A. Contractor shall give City timely notice of readiness of the Work for all required inspections,
tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required
inspections or tests.
B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any
of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full
responsibility for arranging and obtaining such independent inspections, tests, retests or
approvals, pay all costs in connection therewith, and furnish City the required certificates of
inspection or approval; excepting, however, those fees specifically identified in the
Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR)
inspections, which shall be paid as described in the Supplementary Conditions.
C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection
with any inspections, tests, re-tests, or approvals required for City’s acceptance of materials or
equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment
submitted for approval prior to Contractor’s purchase thereof for incorporation in the Work.
Such inspections, tests, re-tests, or approvals shall be performed by organizations approved by
City.
D. City may arrange for the services of an independent testing laboratory (“Testing Lab”) to
perform any inspections or tests (“Testing”) for any part of the Work, as determined solely by
City.
1. City will coordinate such Testing to the extent possible, with Contractor;
2. Should any Testing under this Section 11.03 D result in a “fail”, “did not pass” or other
similar negative result, the Contractor shall be responsible for paying for any and all retests.
Contractor’s cancellation without cause of City initiated Testing shall be deemed a negative
result and require a retest.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch - Quail Valley- Village Residential
City Project No. 103846
00 73 10- 30
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 30 of 35
3. Any amounts owed for any retest under this Section 11.03 D shall be paid directly to the
Testing Lab by Contractor. City will forward all invoices for retests to
Developer/Contractor.
4. If Contractor fails to pay the Testing Lab, City will not issue a letter of Final Acceptance
until the Testing Lab is Paid
E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by
Contractor without written concurrence of City, Contractor shall, if requested by City, uncover
such Work for observation.
11.04 Uncovering Work
A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it
must, if requested by City, be uncovered for City’s observation and replaced at Contractor’s
expense.
11.05 City May Stop the Work
If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials
or equipment, or fails to perform the Work in such a way that the completed Work will conform to
the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until
the cause for such order has been eliminated; however, this right of City to stop the Work shall not
give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any
Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent
of any of them.
11.06 Correction or Removal of Defective Work
A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to
an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has
been rejected by City, remove it from the Project and replace it with Work that is not defective.
Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or arbitration or other dispute resolution costs) arising out of or relating to such correction
or removal (including but not limited to all costs of repair or replacement of work of others).
Failure to require the removal of any defective Work shall not constitute acceptance of such
Work.
B. When correcting defective Work under the terms of this Paragraph 11.06 or Paragraph 11.07,
Contractor shall take no action that would void or otherwise impair City’s special warranty and
guarantee, if any, on said Work.
11.07 Correction Period
A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may
be prescribed by the terms of any applicable special guarantee required by the Contract
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch - Quail Valley- Village Residential
City Project No. 103846
00 73 10- 31
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 31 of 35
Documents), any Work is found to be defective, or if the repair of any damages to the land or
areas made available for Contractor’s use by City or permitted by Laws and Regulations as
contemplated in Paragraph 5.10.A is found to be defective, Contractor shall promptly, without
cost to City and in accordance with City’s written instructions:
1. repair such defective land or areas; or
2. correct such defective Work; or
3. if the defective Work has been rejected by City, remove it from the Project and replace it
with Work that is not defective, and
4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work
of others or other land or areas resulting therefrom.
B. If Contractor does not promptly comply with the terms of City’s written instructions, or in an
emergency where delay would cause serious risk of loss or damage, City may have the defective
Work corrected or repaired or may have the rejected Work removed and replaced. All claims,
costs, losses, and damages (including but not limited to all fees and charges of engineers,
architects, attorneys, and other professionals and all court or other dispute resolution costs)
arising out of or relating to such correction or repair or such removal and replacement (including
but not limited to all costs of repair or replacement of work of others) will be paid by Contractor.
C. Where defective Work (and damage to other Work resulting therefrom) has been corrected or
removed and replaced under this Paragraph 11.07, the correction period hereunder with respect
to such Work may be required to be extended for an additional period of one year after the end
of the initial correction period. City shall provide 30 days written notice to Contractor and
Developer should such additional warranty coverage be required. Contractor’s obligations under
this Paragraph 11.07 are in addition to any other obligation or warranty. The provisions of this
Paragraph 11.07 shall not be construed as a substitute for, or a waiver of, the provisions of any
applicable statute of limitation or repose.
11.08 City May Correct Defective Work
A. If Contractor fails within a reasonable time after written notice from City to correct defective
Work, or to remove and replace rejected Work as required by City in accordance with Paragraph
11.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents,
or if Contractor fails to comply with any other provision of the Contract Documents, City may,
after seven (7) days written notice to Contractor and the Developer, correct, or remedy any such
deficiency.
B. In exercising the rights and remedies under this Paragraph 11.09, City shall proceed
expeditiously. In connection with such corrective or remedial action, City may exclude
Contractor from all or part of the Site, take possession of all or part of the Work and suspend
Contractor’s services related thereto, and incorporate in the Work all materials and equipment
incorporated in the Work, stored at the Site or for which City has paid Contractor but which are
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch - Quail Valley- Village Residential
City Project No. 103846
00 73 10- 32
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 32 of 35
stored elsewhere. Contractor shall allow City, City’s representatives, agents, consultants,
employees, and City’s other contractors, access to the Site to enable City to exercise the rights
and remedies under this Paragraph.
C. All claims, costs, losses, and damages (including but not limited to all fees and charges of
engineers, architects, attorneys, and other professionals and all court or other dispute resolution
costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph
13.09 will be charged against Contractor, and a Change Order will be issued incorporating the
necessary revisions in the Contract Documents with respect to the Work; and City shall be
entitled to an appropriate decrease in the Contract Price.
D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the
performance of the Work attributable to the exercise of City’s rights and remedies under this
Paragraph 11.09.
ARTICLE 12 – COMPLETION
12.01 Contractor’s Warranty of Title
Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any
Application for Payment will pass to City no later than the time of Final Acceptance and shall be
free and clear of all Liens.
12.02 Partial Utilization
A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed
part of the Work which has specifically been identified in the Contract Documents, or which
City, determines constitutes a separately functioning and usable part of the Work that can be
used by City for its intended purpose without significant interference with Contractor’s
performance of the remainder of the Work. City at any time may notify Contractor in writing to
permit City to use or occupy any such part of the Work which City determines to be ready for its
intended use, subject to the following conditions:
1. Contractor at any time may notify City in writing that Contractor considers any such part of
the Work ready for its intended use.
2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and
Contractor shall make an inspection of that part of the Work to determine its status of
completion. If City does not consider that part of the Work to be substantially complete, City
will notify Contractor in writing giving the reasons therefor.
3. Partial Utilization will not constitute Final Acceptance by City.
12.03 Final Inspection
A. Upon written notice from Contractor that the entire Work is complete in accordance with the
Contract Documents:
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch - Quail Valley- Village Residential
City Project No. 103846
00 73 10- 33
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 33 of 35
1. within 10 days, City will schedule a Final Inspection with Contractor.
2. City will notify Contractor in writing of all particulars in which this inspection reveals that
the Work is incomplete or defective. Contractor shall immediately take such measures as are
necessary to complete such Work or remedy such deficiencies.
12.04 Final Acceptance
A. Upon completion by Contractor to City’s satisfaction, of any additional Work identified in the
Final Inspection, City will issue to Contractor a letter of Final Acceptance upon the satisfaction
of the following:
1. All documentation called for in the Contract Documents, including but not limited to the
evidence of insurance required by Paragraph 5.03;
2. consent of the surety, if any, to Final Acceptance;
3. a list of all pending or released Damage Claims against City that Contractor believes are
unsettled; and
4. affidavits of payments and complete and legally effective releases or waivers (satisfactory to
City) of all Lien rights arising out of or Liens filed in connection with the Work.
5. after all Damage Claims have been resolved:
a. directly by the Contractor or;
b. Contractor provides evidence that the Damage Claim has been reported to Contractor’s
insurance provider for resolution.
6. Issuing Final Acceptance by the City shall not relieve the Contractor of any guarantees or
other requirements of the Contract Documents which specifically continue thereafter.
ARTICLE 13 – SUSPENSION OF WORK
13.01 City May Suspend Work
A. At any time and without cause, City may suspend the Work or any portion thereof by written
notice to Contractor and which may fix the date on which Work will be resumed. Contractor
shall resume the Work on the date so fixed. During temporary suspension of the Work covered
by these Contract Documents, for any reason, the City will stop contract time on City
participation projects.
B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the
control of and without the fault or negligence of the Contractor, and should it be determined by
mutual consent of the Contractor and City that a solution to allow construction to proceed is not
00 73 10- 34
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 34 of 35
available within a reasonable period of time, Contractor may request an extension in Contract
Time, directly attributable to any such suspension.
C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall
store all materials in such a manner that they will not obstruct or impede the public unnecessarily
nor become damaged in any way, and he shall take every precaution to prevent damage or
deterioration of the work performed; he shall provide suitable drainage about the work, and erect
temporary structures where necessary.
ARTICLE 14 – MISCELLANEOUS
14.01 Giving Notice
A. Whenever any provision of the Contract Documents requires the giving of written notice, it will
be deemed to have been validly given 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.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch - Quail Valley -Village Residential
City Project No. 103846
00 73 10- 35
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 35 of 35
14.04 Survival of Obligations
All representations, indemnifications, warranties, and guarantees made in, required by, or given in
accordance with the Contract Documents, as well as all continuing obligations indicated in the
Contract Documents, will survive final payment, completion, and acceptance of the Work or
termination or completion of the Contract or termination of the services of Contractor.
14.05 Headings
Article and paragraph headings are inserted for convenience only and do not constitute parts of these
General Conditions.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch - Quail Valley Village - Residential
City Project No. 103846
01 11 00 - 1
DAP SUMMARY OF WORK
Page 1 of 3
CITY OF FORT WORTH Walsh Ranch - Quail Valley-Village Residential
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS City Project No 103846
Revised December 20, 2012
SECTION 01 11 00 1
SUMMARY OF WORK 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Summary of Work to be performed in accordance with the Contract Documents 6
B. Deviations from this City of Fort Worth Standard Specification 7
1. None. 8
C. Related Specification Sections include, but are not necessarily limited to: 9
1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 10
2. Division 1 - General Requirements 11
1.2 PRICE AND PAYMENT PROCEDURES 12
A. Measurement and Payment 13
1. Work associated with this Item is considered subsidiary to the various items bid. 14
No separate payment will be allowed for this Item. 15
1.3 REFERENCES [NOT USED] 16
1.4 ADMINISTRATIVE REQUIREMENTS 17
A. Work Covered by Contract Documents 18
1. Work is to include furnishing all labor, materials, and equipment, and performing 19
all Work necessary for this construction project as detailed in the Drawings and 20
Specifications. 21
B. Subsidiary Work 22
1. Any and all Work specifically governed by documentary requirements for the 23
project, such as conditions imposed by the Drawings or Contract Documents in 24
which no specific item for bid has been provided for in the Proposal and the item is 25
not a typical unit bid item included on the standard bid item list, then the item shall 26
be considered as a subsidiary item of Work, the cost of which shall be included in 27
the price bid in the Proposal for various bid items. 28
C. Use of Premises 29
1. Coordinate uses of premises under direction of the City. 30
2. Assume full responsibility for protection and safekeeping of materials and 31
equipment stored on the Site. 32
3. Use and occupy only portions of the public streets and alleys, or other public places 33
or other rights-of-way as provided for in the ordinances of the City, as shown in the 34
Contract Documents, or as may be specifically authorized in writing by the City. 35
a. A reasonable amount of tools, materials, and equipment for construction 36
purposes may be stored in such space, but no more than is necessary to avoid 37
delay in the construction operations. 38
01 11 00 - 2
DAP SUMMARY OF WORK
Page 2 of 3
CITY OF FORT WORTH Walsh Ranch - Quail Valley-Village Residential
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS City Project No 103846
Revised December 20, 2012
b. Excavated and waste materials shall be stored in such a way as not to interfere 1
with the use of spaces that may be designated to be left free and unobstructed 2
and so as not to inconvenience occupants of adjacent property. 3
c. If the street is occupied by railroad tracks, the Work shall be carried on in such 4
manner as not to interfere with the operation of the railroad. 5
1) All Work shall be in accordance with railroad requirements set forth in 6
Division 0 as well as the railroad permit. 7
D. Work within Easements 8
1. Do not enter upon private property for any purpose without having previously 9
obtained permission from the owner of such property. 10
2. Do not store equipment or material on private property unless and until the 11
specified approval of the property owner has been secured in writing by the 12
Contractor and a copy furnished to the City. 13
3. Unless specifically provided otherwise, clear all rights-of-way or easements of 14
obstructions which must be removed to make possible proper prosecution of the 15
Work as a part of the project construction operations. 16
4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, 17
lawns, fences, culverts, curbing, and all other types of structures or improvements, 18
to all water, sewer, and gas lines, to all conduits, overhead pole lines, or 19
appurtenances thereof, including the construction of temporary fences and to all 20
other public or private property adjacent to the Work. 21
5. Notify the proper representatives of the owners or occupants of the public or private 22
lands of interest in lands which might be affected by the Work. 23
a. Such notice shall be made at least 48 hours in advance of the beginning of the 24
Work. 25
b. Notices shall be applicable to both public and private utility companies and any 26
corporation, company, individual, or other, either as owners or occupants, 27
whose land or interest in land might be affected by the Work. 28
c. Be responsible for all damage or injury to property of any character resulting 29
from any act, omission, neglect, or misconduct in the manner or method or 30
execution of the Work, or at any time due to defective work, material, or 31
equipment. 32
6. Fence 33
a. Restore all fences encountered and removed during construction of the Project 34
to the original or a better than original condition. 35
b. Erect temporary fencing in place of the fencing removed whenever the Work is 36
not in progress and when the site is vacated overnight, and/or at all times to 37
provide site security. 38
c. The cost for all fence work within easements, including removal, temporary 39
closures and replacement, shall be subsidiary to the various items bid in the 40
project proposal, unless a bid item is specifically provided in the proposal. 41
01 11 00 - 3
DAP SUMMARY OF WORK
Page 3 of 3
CITY OF FORT WORTH Walsh Ranch - Quail Valley-Village Residential
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS City Project No 103846
Revised December 20, 2012
1.5 SUBMITTALS [NOT USED] 1
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2
1.7 CLOSEOUT SUBMITTALS [NOT USED] 3
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4
1.9 QUALITY ASSURANCE [NOT USED] 5
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6
1.11 FIELD [SITE] CONDITIONS [NOT USED] 7
1.12 WARRANTY [NOT USED] 8
PART 2 - PRODUCTS [NOT USED] 9
PART 3 - EXECUTION [NOT USED] 10
END OF SECTION 11
12
Revision Log
DATE NAME SUMMARY OF CHANGE
13
01 25 00 - 1
SUBSTITUTION PROCEDURES
Page 1 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
Walsh Ranch – Quail Valley-Village Residential
City Project No. 103846
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,
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
Walsh Ranch – Quail Valley-Village Residential
City Project No. 103846
01 25 00 - 2
SUBSTITUTION PROCEDURES
Page 2 of 4
b. Contractor proposes a cost and/or time reduction incentive to the City.
1.5 SUBMITTALS
A. See Request for Substitution Form (attached)
B. Procedure for Requesting Substitution
1. Substitution shall be considered only:
a. After award of Contract
b. Under the conditions stated herein
2. Submit 3 copies of each written request for substitution, including:
a. Documentation
1) Complete data substantiating compliance of proposed substitution with
Contract Documents
2) Data relating to changes in construction schedule, when a reduction is
proposed
3) Data relating to changes in cost
b. For products
1) Product identification
a) Manufacturer's name
b) Telephone number and representative contact name
c) Specification Section or Drawing reference of originally specified
product, including discrete name or tag number assigned to original
product in the Contract Documents
2) Manufacturer's literature clearly marked to show compliance 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.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
Walsh Ranch – Quail Valley-Village Residential
City Project No. 103846
01 25 00 - 3
SUBSTITUTION PROCEDURES
Page 3 of 4
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
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
Walsh Ranch – Quail Valley-Village Residential
City Project No. 103846
01 25 00 - 4
SUBSTITUTION PROCEDURES
Page 4 of 4
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
01 31 19 - 1
DAP PRECONSTRUCTION MEETING
Page 1 of 3
CITY OF FORT WORTH Walsh Ranch - Quail Valley - Village Residential
City Project No. 103494STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised August 23, 2013
SECTION 01 31 19
PRECONSTRUCTION MEETING
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1. Provisions for the preconstruction meeting to be held prior to the start of Work to
clarify construction contract administration procedures
B.Deviations from this City of Fort Worth Standard Specification
1. No construction schedule required unless requested by the City.
C.Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A.Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A.Coordination
1. Attend preconstruction meeting.
2. Representatives of Contractor, subcontractors and suppliers attending meetings
shall be qualified and authorized to act on behalf of the entity each represents.
3. Meeting administered by City may be tape recorded.
a.If recorded, tapes will be used to prepare minutes and retained by City for
future reference.
B.Preconstruction Meeting
1. A preconstruction meeting will be held within 14 days after the delivery of the
distribution package to the City.
a.The meeting will be scheduled and administered by the City.
2. The Project Representative will preside at the meeting, prepare the notes of the
meeting and distribute copies of same to all participants who so request by fully
completing the attendance form to be circulated at the beginning of the meeting.
3. Attendance shall include:
a.Developer and Consultant
b. Contractor's project manager
c.Contractor's superintendent
d. Any subcontractor or supplier representatives whom the Contractor may desire
to invite or the City may request
01 31 19 - 2
DAP PRECONSTRUCTION MEETING
Page 2 of 3
e.Other City representatives
f.Others as appropriate
4. Preliminary Agenda may include:
a.Introduction of Project Personnel
b. General Description of Project
c.Status of right-of-way, utility clearances, easements or other pertinent permits
d.Contractor’s work plan and schedule
e.Contract Time
f.Notice to Proceed
g.Construction Staking
h. Progress Payments
i.Extra Work and Change Order Procedures
j.Field Orders
k.Disposal Site Letter for Waste Material
l.Insurance Renewals
m.Payroll Certification
n. Material Certifications and Quality Control Testing
o. Public Safety and Convenience
p. Documentation of Pre-Construction Conditions
q. Weekend Work Notification
r.Legal Holidays
s.Trench Safety Plans
t.Confined Space Entry Standards
u.Coordination with the City’s representative for operations of existing water
systems
v.Storm Water Pollution Prevention Plan
w.Coordination with other Contractors
x. Early Warning System
y.Contractor Evaluation
z.Special Conditions applicable to the project
aa. Damages Claims
bb. Submittal Procedures
cc.Substitution Procedures
dd. Correspondence Routing
ee. Record Drawings
ff. Temporary construction facilities
gg. MBE/SBE procedures
hh. Final Acceptance
ii.Final Payment
jj. Questions or Comments
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised August 23, 2013
Walsh Ranch - Quail Valley - Village Residential
City Project No. 103494
01 31 19 - 3
DAP PRECONSTRUCTION MEETING
Page 3 of 3
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
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised August 23, 2013
Walsh Ranch - Quail Valley - Village Residential
City Project No. 103494
01 32 33 - 1
DAP PRECONSTRUCTION VIDEO
Page 1 of 2
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]
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
Walsh Ranch - Quail Valley - Village Residential
City Project No. 103846
01 32 33 - 2
DAP PRECONSTRUCTION VIDEO
Page 2 of 2
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
Walsh Ranch - Quail Valley - Village Residential
City Project No. 103846
01 33 00 - 1
DAP SUBMITTALS
Page 1 of 8
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
Walsh Ranch - Quail Valley - Village Residential
City Project No. 103846
SECTION 01 33 00
DAP SUBMITTALS
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1. General methods and requirements of submissions applicable to the following
Work-related submittals:
a.Shop Drawings
b. Product Data (including Standard Product List submittals)
c.Samples
d. Mock Ups
B.Deviations from this City of Fort Worth Standard Specification
1. None.
C.Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2.Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A.Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A.Coordination
1. Notify the City in writing, at the time of submittal, of any deviations in the
submittals from the requirements of the Contract Documents.
2.Coordination of Submittal Times
a.Prepare, prioritize and transmit each submittal sufficiently in advance of
performing the related Work or other applicable activities, or within the time
specified in the individual Work Sections, of the Specifications.
b. Contractor is responsible such that the installation will not be delayed by
processing times including, but not limited to:
a)Disapproval and resubmittal (if required)
b) Coordination with other submittals
c)Testing
d) Purchasing
e)Fabrication
f)Delivery
g)Similar sequenced activities
c.No extension of time will be authorized because of the Contractor's failure to
transmit submittals sufficiently in advance of the Work.
01 33 00 - 2
DAP SUBMITTALS
Page 2 of 8
d. Make submittals promptly in accordance with approved schedule, and in such
sequence as to cause no delay in the Work or in the work of any other
contractor.
B.Submittal Numbering
1. When submitting shop drawings or samples, utilize a 9-character submittal cross-
reference identification numbering system in the following manner:
a.Use the first 6 digits of the applicable Specification Section Number.
b. For the next 2 digits number use numbers 01-99 to sequentially number each
initial separate item or drawing submitted under each specific Section number.
c.Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e.
A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical
submittal number would be as follows:
03 30 00-08-B
1) 03 30 00 is the Specification Section for Concrete
2) 08 is the eighth initial submittal under this Specification Section
3) B is the third submission (second resubmission) of that particular shop
drawing
C.Contractor Certification
1. Review shop drawings, product data and samples, including those by
subcontractors, prior to submission to determine and verify the following:
a.Field measurements
b. Field construction criteria
c.Catalog numbers and similar data
d. Conformance with the Contract Documents
2. Provide each shop drawing, sample and product data submitted by the Contractor
with a Certification Statement affixed including:
a.The Contractor's Company name
b. Signature of submittal reviewer
c.Certification Statement
1)“By this submittal, I hereby represent that I have determined and verified
field measurements, field construction criteria, materials, dimensions,
catalog numbers and similar data and I have checked and coordinated each
item with other applicable approved shop drawings."
D.Submittal Format
1. Fold shop drawings larger than 8 ½ inches x 11 inches to 8 ½ inches x 11inches.
2. Bind shop drawings and product data sheets together.
3. Order
a.Cover Sheet
1) Description of Packet
2) Contractor Certification
b. List of items / Table of Contents
c.Product Data /Shop Drawings/Samples /Calculations
E.Submittal Content
1. The date of submission and the dates of any previous submissions
CITY OF FORT WORTH Walsh Ranch - Quail Valley - Village Residential
City Project No. 103846STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
01 33 00 - 3
DAP SUBMITTALS
Page 3 of 8
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch - Quail Valley - Village Residential
City Project No. 103846
2. The Project title and number
3. Contractor identification
4. The names of:
a.Contractor
b. Supplier
c.Manufacturer
5. Identification of the product, with the Specification Section number, page and
paragraph(s)
6. Field dimensions, clearly identified as such
7. Relation to adjacent or critical features of the Work or materials
8. Applicable standards, such as ASTM or Federal Specification numbers
9. Identification by highlighting of deviations from Contract Documents
10. Identification by highlighting of revisions on resubmittals
11. An 8-inch x 3-inch blank space for Contractor and City stamps
F.Shop Drawings
1. As specified in individual Work Sections includes, but is not necessarily limited to:
a.Custom-prepared data such as fabrication and erection/installation (working)
drawings
b. Scheduled information
c.Setting diagrams
d. Actual shopwork manufacturing instructions
e.Custom templates
f.Special wiring diagrams
g.Coordination drawings
h. Individual system or equipment inspection and test reports including:
1) Performance curves and certifications
i.As applicable to the Work
2. Details
a.Relation of the various parts to the main members and lines of the structure
b. Where correct fabrication of the Work depends upon field measurements
1) Provide such measurements and note on the drawings prior to submitting
for approval.
G.Product Data
1. For submittals of product data for products included on the City’s Standard Product
List, clearly identify each item selected for use on the Project.
2. For submittals of product data for products not included on the City’s Standard
Product List, submittal data may include, but is not necessarily limited to:
a.Standard prepared data for manufactured products (sometimes referred to as
catalog data)
1) Such as the manufacturer's product specification and installation
instructions
2) Availability of colors and patterns
3) Manufacturer's printed statements of compliances and applicability
4) Roughing-in diagrams and templates
5) Catalog cuts
6) Product photographs
01 33 00 - 4
DAP SUBMITTALS
Page 4 of 8
7)Standard wiring diagrams
8) Printed performance curves and operational-range diagrams
9) Production or quality control inspection and test reports and certifications
10) Mill reports
11) Product operating and maintenance instructions and recommended
spare-parts listing and printed product warranties
12) As applicable to the Work
H.Samples
1.As specified in individual Sections, include, but are not necessarily limited to:
a.Physical examples of the Work such as:
1) Sections of manufactured or fabricated Work
2) Small cuts or containers of materials
3) Complete units of repetitively used products color/texture/pattern swatches
and range sets
4) Specimens for coordination of visual effect
5) Graphic symbols and units of Work to be used by the City for independent
inspection and testing, as applicable to the Work
I.Do not start Work requiring a shop drawing, sample or product data nor any material to
be fabricated or installed prior to the approval or qualified approval of such item.
1. Fabrication performed, materials purchased or on-site construction accomplished
which does not conform to approved shop drawings and data is at the Contractor's
risk.
2. The City will not be liable for any expense or delay due to corrections or remedies
required to accomplish conformity.
3. Complete project Work, materials, fabrication, and installations in conformance
with approved shop drawings, applicable samples, and product data.
J.Submittal Distribution
1. Electronic Distribution
a.Confirm development of Project directory for electronic submittals to be
uploaded to City’s Buzzsaw site, or another external FTP site approved by the
City.
b. Shop Drawings
1) Upload submittal to designated project directory and notify appropriate
City representatives via email of submittal posting.
2) Hard Copies
a)3 copies for all submittals
b) If Contractor requires more than 1 hard copy of Shop Drawings
returned, Contractor shall submit more than the number of copies listed
above.
c.Product Data
1) Upload submittal to designated project directory and notify appropriate
City representatives via email of submittal posting.
2) Hard Copies
a)3 copies for all submittals
d. Samples
1) Distributed to the Project Representative
2. Hard Copy Distribution (if required in lieu of electronic distribution)
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch - Quail Valley - Village Residential
City Project No. 103846
01 33 00 - 5
DAP SUBMITTALS
Page 5 of 8
a.Shop Drawings
1) Distributed to the City
2) Copies
a)8 copies for mechanical submittals
b) 7 copies for all other submittals
c)If Contractor requires more than 3 copies of Shop Drawings returned,
Contractor shall submit more than the number of copies listed above.
b. Product Data
1) Distributed to the City
2) Copies
a)4 copies
c.Samples
1) Distributed to the Project Representative
2) Copies
a)Submit the number stated in the respective Specification Sections.
3. Distribute reproductions of approved shop drawings and copies of approved
product data and samples, where required, to the job site file and elsewhere as
directed by the City.
a.Provide number of copies as directed by the City but not exceeding the number
previously specified.
K.Submittal Review
1.The review of shop drawings, data and samples will be for general conformance
with the design concept and Contract Documents. This is not to be construed as:
a.Permitting any departure from the Contract requirements
b. Relieving the Contractor of responsibility for any errors, including details,
dimensions, and materials
c.Approving departures from details furnished by the City, except as otherwise
provided herein
2. The review and approval of shop drawings, samples or product data by the City
does not relieve the Contractor from his/her responsibility with regard to the
fulfillment of the terms of the Contract.
a.All risks of error and omission are assumed by the Contractor, and the City will
have no responsibility therefore.
3. The Contractor remains responsible for details and accuracy, for coordinating the
Work with all other associated work and trades, for selecting fabrication processes,
for techniques of assembly and for performing Work in a safe manner.
4. If the shop drawings, data or samples as submitted describe variations and show a
departure from the Contract requirements which City finds to be in the interest of
the City and to be so minor as not to involve a change in Contract Price or time for
performance, the City may return the reviewed drawings without noting an
exception.
5. Submittals will be returned to the Contractor under 1 of the following codes:
a.Code 1
1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or
comments on the submittal.
a)When returned under this code the Contractor may release the
equipment and/or material for manufacture.
b. Code 2
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch - Quail Valley - Village Residential
City Project No. 103846
01 33 00 - 6
DAP SUBMITTALS
Page 6 of 8
1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of
the notations and comments IS NOT required by the Contractor.
a)The Contractor may release the equipment or material for manufacture;
however, all notations and comments must be incorporated into the
final product.
c.Code 3
1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is
assigned when notations and comments are extensive enough to require a
resubmittal of the package.
a)The Contractor may release the equipment or material for manufacture;
however, all notations and comments must be incorporated into the
final product.
b) This resubmittal is to address all comments, omissions and
non-conforming items that were noted.
c)Resubmittal is to be received by the City within 15 Calendar Days of
the date of the City's transmittal requiring the resubmittal.
d. Code 4
1) "NOT APPROVED" is assigned when the submittal does not meet the
intent of the Contract Documents.
a)The Contractor must resubmit the entire package revised to bring the
submittal into conformance.
b) It may be necessary to resubmit using a different manufacturer/vendor
to meet the Contract Documents.
6. Resubmittals
a.Handled in the same manner as first submittals
1) Corrections other than requested by the City
2) Marked with revision triangle or other similar method
a)At Contractor’s risk if not marked
b. Submittals for each item will be reviewed no more than twice at the City’s
expense.
1) All subsequent reviews will be performed at times convenient to the City
and at the Contractor's expense, based on the City's or City
Representative’s then prevailing rates.
2) Provide Contractor reimbursement to the City within 30 Calendar Days for
all such fees invoiced by the City.
c.The need for more than 1 resubmission or any other delay in obtaining City's
review of submittals, will not entitle the Contractor to an extension of Contract
Time.
7. Partial Submittals
a.City reserves the right to not review submittals deemed partial, at the City’s
discretion.
b. Submittals deemed by the City to be not complete will be returned to the
Contractor, and will be considered "Not Approved" until resubmitted.
c.The City may at its option provide a list or mark the submittal directing the
Contractor to the areas that are incomplete.
8. If the Contractor considers any correction indicated on the shop drawings to
constitute a change to the Contract Documents, then written notice must be
provided thereof to the Developer at least 7 Calendar Days prior to release for
manufacture.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch - Quail Valley - Village Residential
City Project No. 103846
01 33 00 - 7
DAP SUBMITTALS
Page 7 of 8
9. When the shop drawings have been completed to the satisfaction of the City, the
Contractor may carry out the construction in accordance therewith and no further
changes therein except upon written instructions from the City.
10. Each submittal, appropriately coded, will be returned within 30 Calendar Days
following receipt of submittal by the City.
L.Mock ups
1. Mock Up units as specified in individual Sections, include, but are not necessarily
limited to, complete units of the standard of acceptance for that type of Work to be
used on the Project. Remove at the completion of the Work or when directed.
M.Qualifications
1. If specifically required in other Sections of these Specifications, submit a P.E.
Certification for each item required.
N.Request for Information (RFI)
1. Contractor Request for additional information
a.Clarification or interpretation of the contract documents
b. When the Contractor believes there is a conflict between Contract Documents
c.When the Contractor believes there is a conflict between the Drawings and
Specifications
1) Identify the conflict and request clarification
2. Sufficient information shall be attached to permit a written response without further
information.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch - Quail Valley - Village Residential
City Project No. 103846
01 33 00 - 8
DAP SUBMITTALS
Page 8 of 8
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
Walsh Ranch - Quail Valley - Village Residential
City Project No. 103846
01 35 13 - 1
DAP SPECIAL PROJECT PROCEDURES
Page 1 of 7
CITY OF FORT WORTH Walsh Ranch - Quail Valley - Village Residential
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS City Project No. 103846
Revised August 30, 2013
SECTION 01 35 13 1
SPECIAL PROJECT PROCEDURES 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. The procedures for special project circumstances that includes, but is not limited to: 6
a. Coordination with the Texas Department of Transportation 7
b. Work near High Voltage Lines 8
c. Confined Space Entry Program 9
d. Air Pollution Watch Days 10
e. Use of Explosives, Drop Weight, Etc. 11
f. Water Department Notification 12
g. Public Notification Prior to Beginning Construction 13
h. Coordination with United States Army Corps of Engineers 14
i. Coordination within Railroad permits areas 15
j. Dust Control 16
k. Employee Parking 17
B. Deviations from this City of Fort Worth Standard Specification 18
1. None. 19
C. Related Specification Sections include, but are not necessarily limited to: 20
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the 21
Contract 22
2. Division 1 – General Requirements 23
3. Section 33 12 25 – Connection to Existing Water Mains 24
25
1.2 REFERENCES 26
A. Reference Standards 27
1. Reference standards cited in this Specification refer to the current reference 28
standard published at the time of the latest revision date logged at the end of this 29
Specification, unless a date is specifically cited. 30
2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 31
High Voltage Overhead Lines. 32
3. North Central Texas Council of Governments (NCTCOG) – Clean Construction 33
Specification 34
1.3 ADMINISTRATIVE REQUIREMENTS 35
A. Coordination with the Texas Department of Transportation 36
1. When work in the right-of-way which is under the jurisdiction of the Texas 37
Department of Transportation (TxDOT): 38
01 35 13 - 2
DAP SPECIAL PROJECT PROCEDURES
Page 2 of 7
CITY OF FORT WORTH Walsh Ranch - Quail Valley - Village Residential
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS City Project No. 103846
Revised August 30, 2013
a. Notify the Texas Department of Transportation prior to commencing any work 1
therein in accordance with the provisions of the permit 2
b. All work performed in the TxDOT right-of-way shall be performed in 3
compliance with and subject to approval from the Texas Department of 4
Transportation 5
B. Work near High Voltage Lines 6
1. Regulatory Requirements 7
a. All Work near High Voltage Lines (more than 600 volts measured between 8
conductors or between a conductor and the ground) shall be in accordance with 9
Health and Safety Code, Title 9, Subtitle A, Chapter 752. 10
2. Warning sign 11
a. Provide sign of sufficient size meeting all OSHA requirements. 12
3. Equipment operating within 10 feet of high voltage lines will require the following 13
safety features 14
a. Insulating cage-type of guard about the boom or arm 15
b. Insulator links on the lift hook connections for back hoes or dippers 16
c. Equipment must meet the safety requirements as set forth by OSHA and the 17
safety requirements of the owner of the high voltage lines 18
4. Work within 6 feet of high voltage electric lines 19
a. Notification shall be given to: 20
1) The power company (example: ONCOR) 21
a) Maintain an accurate log of all such calls to power company and record 22
action taken in each case. 23
b. Coordination with power company 24
1) After notification coordinate with the power company to: 25
a) Erect temporary mechanical barriers, de-energize the lines, or raise or 26
lower the lines 27
c. No personnel may work within 6 feet of a high voltage line before the above 28
requirements have been met. 29
C. Confined Space Entry Program 30
1. Provide and follow approved Confined Space Entry Program in accordance with 31
OSHA requirements. 32
2. Confined Spaces include: 33
a. Manholes 34
b. All other confined spaces in accordance with OSHA’s Permit Required for 35
Confined Spaces 36
D. Use of Explosives, Drop Weight, Etc. 37
1. When Contract Documents permit on the project the following will apply: 38
a. Public Notification 39
1) Submit notice to City and proof of adequate insurance coverage, 24 hours 40
prior to commencing. 41
2) Minimum 24 hour public notification in accordance with Section 01 31 13 42
E. Water Department Coordination 43
01 35 13 - 3
DAP SPECIAL PROJECT PROCEDURES
Page 3 of 7
CITY OF FORT WORTH Walsh Ranch - Quail Valley - Village Residential
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS City Project No. 103846
Revised August 30, 2013
1. During the construction of this project, it will be necessary to deactivate, for a 1
period of time, existing lines. The Contractor shall be required to coordinate with 2
the Water Department to determine the best times for deactivating and activating 3
those lines. 4
2. Coordinate any event that will require connecting to or the operation of an existing 5
City water line system with the City’s representative. 6
a. Coordination shall be in accordance with Section 33 12 25. 7
b. If needed, obtain a hydrant water meter from the Water Department for use 8
during the life of named project. 9
c. In the event that a water valve on an existing live system be turned off and on 10
to accommodate the construction of the project is required, coordinate this 11
activity through the appropriate City representative. 12
1) Do not operate water line valves of existing water system. 13
a) Failure to comply will render the Contractor in violation of Texas Penal 14
Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 15
will be prosecuted to the full extent of the law. 16
b) In addition, the Contractor will assume all liabilities and 17
responsibilities as a result of these actions. 18
F. Public Notification Prior to Beginning Construction 19
1. Prior to beginning construction on any block in the project, on a block by block 20
basis, prepare and deliver a notice or flyer of the pending construction to the front 21
door of each residence or business that will be impacted by construction. The 22
notice shall be prepared as follows: 23
a. Post notice or flyer 7 days prior to beginning any construction activity on each 24
block in the project area. 25
1) Prepare flyer on the Contractor’s letterhead and include the following 26
information: 27
a) Name of Project 28
b) City Project No (CPN) 29
c) Scope of Project (i.e. type of construction activity) 30
d) Actual construction duration within the block 31
e) Name of the contractor’s foreman and phone number 32
f) Name of the City’s inspector and phone number 33
g) City’s after-hours phone number 34
2) A sample of the ‘pre-construction notification’ flyer is attached as Exhibit 35
A. 36
3) Submit schedule showing the construction start and finish time for each 37
block of the project to the inspector. 38
4) Deliver flyer to the City Inspector for review prior to distribution. 39
b. No construction will be allowed to begin on any block until the flyer is 40
delivered to all residents of the block. 41
G. Public Notification of Temporary Water Service Interruption during Construction 42
1. In the event it becomes necessary to temporarily shut down water service to 43
residents or businesses during construction, prepare and deliver a notice or flyer of 44
the pending interruption to the front door of each affected resident. 45
2. Prepared notice as follows: 46
01 35 13 - 4
DAP SPECIAL PROJECT PROCEDURES
Page 4 of 7
CITY OF FORT WORTH Walsh Ranch - Quail Valley - Village Residential
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS City Project No. 103846
Revised August 30, 2013
a. The notification or flyer shall be posted 24 hours prior to the temporary 1
interruption. 2
b. Prepare flyer on the contractor’s letterhead and include the following 3
information: 4
1) Name of the project 5
2) City Project Number 6
3) Date of the interruption of service 7
4) Period the interruption will take place 8
5) Name of the contractor’s foreman and phone number 9
6) Name of the City’s inspector and phone number 10
c. A sample of the temporary water service interruption notification is attached as 11
Exhibit B. 12
d. Deliver a copy of the temporary interruption notification to the City inspector 13
for review prior to being distributed. 14
e. No interruption of water service can occur until the flyer has been delivered to 15
all affected residents and businesses. 16
f. Electronic versions of the sample flyers can be obtained from the Project 17
Construction Inspector. 18
H. Coordination with United States Army Corps of Engineers (USACE) 19
1. At locations in the Project where construction activities occur in areas where 20
USACE permits are required, meet all requirements set forth in each designated 21
permit. 22
I. Coordination within Railroad Permit Areas 23
1. At locations in the project where construction activities occur in areas where 24
railroad permits are required, meet all requirements set forth in each designated 25
railroad permit. This includes, but is not limited to, provisions for: 26
a. Flagmen 27
b. Inspectors 28
c. Safety training 29
d. Additional insurance 30
e. Insurance certificates 31
f. Other employees required to protect the right-of-way and property of the 32
Railroad Company from damage arising out of and/or from the construction of 33
the project. Proper utility clearance procedures shall be used in accordance 34
with the permit guidelines. 35
2. Obtain any supplemental information needed to comply with the railroad’s 36
requirements. 37
J. Dust Control 38
1. Use acceptable measures to control dust at the Site. 39
a. If water is used to control dust, capture and properly dispose of waste water. 40
b. If wet saw cutting is performed, capture and properly dispose of slurry. 41
K. Employee Parking 42
1. Provide parking for employees at locations approved by the City. 43
44
01 35 13 - 5
DAP SPECIAL PROJECT PROCEDURES
Page 5 of 7
CITY OF FORT WORTH Walsh Ranch - Quail Valley - Village Residential
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS City Project No. 103846
Revised August 30, 2013
1.4 SUBMITTALS [NOT USED] 1
1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2
1.6 CLOSEOUT SUBMITTALS [NOT USED] 3
1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4
1.8 QUALITY ASSURANCE [NOT USED] 5
1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6
1.10 FIELD [SITE] CONDITIONS [NOT USED] 7
1.11 WARRANTY [NOT USED] 8
PART 2 - PRODUCTS [NOT USED] 9
PART 3 - EXECUTION [NOT USED] 10
END OF SECTION 11
12
Revision Log
DATE NAME SUMMARY OF CHANGE
8/31/2012 D. Johnson
1.3.B – Added requirement of compliance with Health and Safety Code, Title 9.
Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines.
13
01 35 13 - 6
DAP SPECIAL PROJECT PROCEDURES
Page 6 of 7
CITY OF FORT WORTH Walsh Ranch - Quail Valley - Village Residential
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS City Project No. 103846
Revised August 30, 2013
EXHIBIT A 1
(To be printed on Contractor’s Letterhead) 2
3
4
5
Date: 6
7
CPN No.: 8
Project Name: 9
Mapsco Location: 10
Limits of Construction: 11
12
13
14 15
16
THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT 17
WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR 18
PROPERTY. 19
20
CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE 21
OF THIS NOTICE. 22
23
IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER 24
ISSUE, PLEASE CALL: 25
26
27
Mr. <CONTRACTOR’S SUPERINTENDENT> AT <TELEPHONE NO.> 28
29
OR 30
31
Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> 32
33
AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 34
35
PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL 36
37
01 35 13 - 7
DAP SPECIAL PROJECT PROCEDURES
Page 7 of 7
CITY OF FORT WORTH Walsh Ranch - Quail Valley - Village Residential
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS City Project No. 103846
Revised August 30, 2013
EXHIBIT B 1
2
3
4
01 45 23
DAP TESTING AND INSPECTION SERVICES
Page 1 of 2
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised March 20, 2020
Walsh Ranch - Quail Valley -Village Residential
City Project No. 103846
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
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.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised March 20, 2020
Walsh Ranch - Quail Valley - Village Residential
City Project No. 103846
01 50 00 - 1
DAP TEMPORARY FACILITIES AND CONTROLS
Page 1 of 4
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised March 20, 2020
Walsh Ranch - Quail Valley - Village Residential
City Project No. 103846
SECTION 01 50 00
TEMPORARY FACILITIES AND CONTROLS
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1. Provide temporary facilities and controls needed for the Work including, but not
necessarily limited to:
a.Temporary utilities
b. Sanitary facilities
c.Storage Sheds and Buildings
d. Dust control
e.Temporary fencing of the construction site
B.Deviations from this City of Fort Worth Standard Specification
1. None.
C.Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2.Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A.Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A.Temporary Utilities
1. Obtaining Temporary Service
a.Make arrangements with utility service companies for temporary services.
b. Abide by rules and regulations of utility service companies or authorities
having jurisdiction.
c.Be responsible for utility service costs until Work is approved for Final
Acceptance.
1) Included are fuel, power, light, heat and other utility services necessary for
execution, completion, testing and initial operation of Work.
2. Water
a.Contractor to provide water required for and in connection with Work to be
performed and for specified tests of piping, equipment, devices or other use as
required for the completion of the Work.
b. Provide and maintain adequate supply of potable water for domestic
consumption by Contractor personnel and City’s Project Representatives.
c.Coordination
1) Contact City 1 week before water for construction is desired
01 50 00 - 2
DAP TEMPORARY FACILITIES AND CONTROLS
Page 2 of 4
d. Contractor Payment for Construction Water
1) Obtain construction water meter from City for payment as billed by City’s
established rates.
3. Electricity and Lighting
a.Provide and pay for electric powered service as required for Work, including
testing of Work.
1) Provide power for lighting, operation of equipment, or other use.
b. Electric power service includes temporary power service or generator to
maintain operations during scheduled shutdown.
4. Telephone
a.Provide emergency telephone service at Site for use by Contractor personnel
and others performing work or furnishing services at Site.
5. Temporary Heat and Ventilation
a.Provide temporary heat as necessary for protection or completion of Work.
b. Provide temporary heat and ventilation to assure safe working conditions.
B.Sanitary Facilities
1. Provide and maintain sanitary facilities for persons on Site.
a.Comply with regulations of State and local departments of health.
2. Enforce use of sanitary facilities by construction personnel at job site.
a.Enclose and anchor sanitary facilities.
b. No discharge will be allowed from these facilities.
c.Collect and store sewage and waste so as not to cause nuisance or health
problem.
d. Haul sewage and waste off-site at no less than weekly intervals and properly
dispose in accordance with applicable regulation.
3. Locate facilities near Work Site and keep clean and maintained throughout Project.
4. Remove facilities at completion of Project
C.Storage Sheds and Buildings
1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor
above ground level for materials and equipment susceptible to weather damage.
2. Storage of materials not susceptible to weather damage may be on blocks off
ground.
3. Store materials in a neat and orderly manner.
a.Place materials and equipment to permit easy access for identification,
inspection and inventory.
4. Equip building with lockable doors and lighting, and provide electrical service for
equipment space heaters and heating or ventilation as necessary to provide storage
environments acceptable to specified manufacturers.
5. Fill and grade site for temporary structures to provide drainage away from
temporary and existing buildings.
6. Remove building from site prior to Final Acceptance.
D.Temporary Fencing
1. Provide and maintain for the duration or construction when required in contract
documents
E.Dust Control
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised March 20, 2020
Walsh Ranch - Quail Valley - Village Residential
City Project No. 103846
01 50 00 - 3
DAP TEMPORARY FACILITIES AND CONTROLS
Page 3 of 4
1. Contractor is responsible for maintaining dust control through the duration of the
project.
a.Contractor remains on-call at all times
b. Must respond in a timely manner
F.Temporary Protection of Construction
1. Contractor or subcontractors are responsible for protecting Work from damage due
to weather.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 INSTALLATION
A.Temporary Facilities
1. Maintain all temporary facilities for duration of construction activities as needed.
3.5 [REPAIR] / [RESTORATION]
3.6 RE-INSTALLATION
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES
A.Temporary Facilities
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised March 20, 2020
Walsh Ranch - Quail Valley - Village Residential
City Project No. 103846
01 50 00 - 4
DAP TEMPORARY FACILITIES AND CONTROLS
Page 4 of 4
1. Remove all temporary facilities and restore area after completion of the Work, to a
condition equal to or better than prior to start of Work.
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised March 20, 2020
Walsh Ranch - Quail Valley - Village Residential
City Project No. 103846
01 55 26 - 1
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 1 of 3
CITY OF FORT W
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised July 1, 2011
Walsh Ranch - Quail Valley - Village Residential
City Project No. 103846
SECTION 01 55 26
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1. Administrative procedures for:
a.Street Use Permit
b. Modification of approved traffic control
c.Removal of Street Signs
B.Deviations from this City of Fort Worth Standard Specification
1. None.
C.Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
3. Section 34 71 13 – Traffic Control
1.2 PRICE AND PAYMENT PROCEDURES
A.Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES
A.Reference Standards
1. Reference standards cited in this specification refer to the current reference standard
published at the time of the latest revision date logged at the end of this
specification, unless a date is specifically cited.
2. Texas Manual on Uniform Traffic Control Devices (TMUTCD).
1.4 ADMINISTRATIVE REQUIREMENTS
A.Traffic Control
1. General
a.When traffic control plans are included in the Drawings, provide Traffic
Control in accordance with Drawings and Section 34 71 13.
b. When traffic control plans are not included in the Drawings, prepare traffic
control plans in accordance with Section 34 71 13 and submit to City for
review.
1) Allow minimum 10 working days for review of proposed Traffic Control.
B.Street Use Permit
1. Prior to installation of Traffic Control, a City Street Use Permit is required.
a.To obtain Street Use Permit, submit Traffic Control Plans to City
Transportation and Public Works Department.
01 55 26 - 2
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 2 of 3
1) Allow a minimum of 5 working days for permit review.
2)Contractor’s responsibility to coordinate review of Traffic Control plans for
Street Use Permit, such that construction is not delayed.
C.Modification to Approved Traffic Control
1. Prior to installation traffic control:
a.Submit revised traffic control plans to City Department Transportation and
Public Works Department.
1) Revise Traffic Control plans in accordance with Section 34 71 13.
2) Allow minimum 5 working days for review of revised Traffic Control.
3) It is the Contractor’s responsibility to coordinate review of Traffic Control
plans for Street Use Permit, such that construction is not delayed.
D.Removal of Street Sign
1. If it is determined that a street sign must be removed for construction, then contact
City Transportation and Public Works Department, Signs and Markings Division to
remove the sign.
E.Temporary Signage
1. In the case of regulatory signs, replace permanent sign with temporary sign meeting
requirements of the latest edition of the Texas Manual on Uniform Traffic Control
Devices (MUTCD).
2. Install temporary sign before the removal of permanent sign.
3. When construction is complete, to the extent that the permanent sign can be
reinstalled, contact the City Transportation and Public Works Department, Signs
and Markings Division, to reinstall the permanent sign.
F.Traffic Control Standards
1. Traffic Control Standards can be found on the City’s Buzzsaw website.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
CITY OF FORT W
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised July 1, 2011
Walsh Ranch - Quail Valley - Village Residential
City Project No. 103846
01 55 26 - 3
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 3 of 3
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT W
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised July 1, 2011
Walsh Ranch - Quail Valley - Village Residential
City Project No. 103846
01 57 13 - 1
DAP STORM WATER POLLUTION PREVENTION
Page 1 of 3
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised March 20, 2020
SECTION 01 57 13
STORM WATER POLLUTION PREVENTION
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1. Procedures for Storm Water Pollution Prevention Plans
B.Deviations from this City of Fort Worth Standard Specification
1. None.
C.Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the
Contract
2. Division 1 – General Requirements
3. Section 31 25 00 – Erosion and Sediment Control
1.2 PRICE AND PAYMENT PROCEDURES
A.Measurement and Payment
1. Construction Activities resulting in less than 1 acre of disturbance
a.Work associated with this Item is considered subsidiary to the various Items
bid. No separate payment will be allowed for this Item.
2. Construction Activities resulting in greater than 1 acre of disturbance
a.Measurement and Payment shall be in accordance with Section 31 25 00.
1.3 REFERENCES
A.Abbreviations and Acronyms
1. Notice of Intent: NOI
2. Notice of Termination: NOT
3. Storm Water Pollution Prevention Plan: SWPPP
4. Texas Commission on Environmental Quality: TCEQ
5. Notice of Change: NOC
A.Reference Standards
1. Reference standards cited in this Specification refer to the current reference
standard published at the time of the latest revision date logged at the end of this
Specification, unless a date is specifically cited.
2. Integrated Storm Management (iSWM) Technical Manual for Construction
Controls
1.4 ADMINISTRATIVE REQUIREMENTS
A.General
1. Contractor is responsible for resolution and payment of any fines issued associated
with compliance to Stormwater Pollution Prevention Plan.
Walsh Ranch - Quail Valley - Village Residential
City Project No. 103846
01 57 13 - 2
DAP STORM WATER POLLUTION PREVENTION
Page 2 of 3
B.Construction Activities resulting in:
1. Less than 1 acre of disturbance
a.Provide erosion and sediment control in accordance with Section 31 25 00 and
Drawings.
2. 1 to less than 5 acres of disturbance
a.Texas Pollutant Discharge Elimination System (TPDES) General Construction
Permit is required
b. Complete SWPPP in accordance with TCEQ requirements
1) TCEQ Small Construction Site Notice Required under general permit
TXR150000
a)Sign and post at job site
b) Prior to Preconstruction Meeting, send 1 copy to City Department of
Transportation and Public Works, Environmental Division, (817) 392-
6088.
2) Provide erosion and sediment control in accordance with:
a)Section 31 25 00
b) The Drawings
c)TXR150000 General Permit
d) SWPPP
e)TCEQ requirements
3. 5 acres or more of Disturbance
a.Texas Pollutant Discharge Elimination System (TPDES) General Construction
Permit is required
b. Complete SWPPP in accordance with TCEQ requirements
1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee
a)Sign and post at job site
b) Send copy to City Department of Transportation and Public Works,
Environmental Division, (817) 392-6088.
2) TCEQ Notice of Change required if making changes or updates to NOI
3) Provide erosion and sediment control in accordance with:
a)Section 31 25 00
b) The Drawings
c)TXR150000 General Permit
d) SWPPP
e)TCEQ requirements
4) Once the project has been completed and all the closeout requirements of
TCEQ have been met a TCEQ Notice of Termination can be submitted.
a)Send copy to City Department of Transportation and Public Works,
Environmental Division, (817) 392-6088.
1.5 SUBMITTALS
A.SWPPP
1. Submit in accordance with Section 01 33 00, except as stated herein.
a.Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City
as follows:
1) 1 copy to the City Project Manager
a)City Project Manager will forward to the City Department of
Transportation and Public Works, Environmental Division for review
CITY OF FORT WORTH Walsh Ranch - Quail Valley - Village Residential
City Project No. 103846STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised March 20, 2020
01 57 13 - 3
DAP STORM WATER POLLUTION PREVENTION
Page 3 of 3
B.Modified SWPPP
1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City
in accordance with Section 01 33 00.
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised March 20, 2020
Walsh Ranch - Quail Valley - Village Residential
City Project No. 103846
01 60 00
DAP PRODUCT REQUIREMENTS
Page 1 of 2
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
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]
Walsh Ranch - Quail Valley - Village Residential
City Project No. 103846
01 60 00
DAP PRODUCT REQUIREMENTS
Page 2 of 2
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
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.
CITY OF FORT WORTH Walsh Ranch - Quail Valley - Village Residential
City Project No. 103846STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
01 66 00 - 1
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 1 of 4
CITY OF FORT WORTH IPRC21-0104-Walsh Ranch - Quail Valley Village Residential
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Street Light Improvements
Revised August 30, 2013 City Project No. 103494
SECTION 01 66 00
PRODUCT STORAGE AND HANDLING REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1. Scheduling of product delivery
2. Packaging of products for delivery
3. Protection of products against damage from:
a.Handling
b. Exposure to elements or harsh environments
B.Deviations from this City of Fort Worth Standard Specification
1. None.
C.Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2.Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A.Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS [NOT USED]
1.6 ACTION 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 AND HANDLING
A.Delivery Requirements
1. Schedule delivery of products or equipment as required to allow timely installation
and to avoid prolonged storage.
2. Provide appropriate personnel and equipment to receive deliveries.
3. Delivery trucks will not be permitted to wait extended periods of time on the Site
for personnel or equipment to receive the delivery.
01 66 00 - 2
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 2 of 4
4. Deliver products or equipment in manufacturer's original unbroken cartons or other
containers designed and constructed to protect the contents from physical or
environmental damage.
5. Clearly and fully mark and identify as to manufacturer, item and installation
location.
6. Provide manufacturer's instructions for storage and handling.
B.Handling Requirements
1. Handle products or equipment in accordance with these Contract Documents and
manufacturer’s recommendations and instructions.
C.Storage Requirements
1.Store materials in accordance with manufacturer’s recommendations and
requirements of these Specifications.
2. Make necessary provisions for safe storage of materials and equipment.
a.Place loose soil materials and materials to be incorporated into Work to prevent
damage to any part of Work or existing facilities and to maintain free access at
all times to all parts of Work and to utility service company installations in
vicinity of Work.
3. Keep materials and equipment neatly and compactly stored in locations that will
cause minimum inconvenience to other contractors, public travel, adjoining owners,
tenants and occupants.
a.Arrange storage to provide easy access for inspection.
4. Restrict storage to areas available on construction site for storage of material and
equipment as shown on Drawings, or approved by City’s Project Representative.
5. Provide off-site storage and protection when on-site storage is not adequate.
a.Provide addresses of and access to off-site storage locations for inspection by
City’s Project Representative.
6. Do not use lawns, grass plots or other private property for storage purposes without
written permission of owner or other person in possession or control of premises.
7.Store in manufacturers’ unopened containers.
8. Neatly, safely and compactly stack materials delivered and stored along line of
Work to avoid inconvenience and damage to property owners and general public
and maintain at least 3 feet from fire hydrant.
9. Keep public and private driveways and street crossings open.
10. Repair or replace damaged lawns, sidewalks, streets or other improvements to
satisfaction of City’s Project Representative.
a.Total length which materials may be distributed along route of construction at
one time is 1,000 linear feet, unless otherwise approved in writing by City’s
Project Representative.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
Walsh Ranch - Quail Valley - Village Residential
City Project No. 103846
01 66 00 - 3
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 3 of 4
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 ERECTION [NOT USED]
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL
A.Tests and Inspections
1. Inspect all products or equipment delivered to the site prior to unloading.
B.Non-Conforming Work
1. Reject all products or equipment that are damaged, used or in any other way
unsatisfactory for use on the project.
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION
A.Protect all products or equipment in accordance with manufacturer's written directions.
B.Store products or equipment in location to avoid physical damage to items while in
storage.
C.Protect equipment from exposure to elements and keep thoroughly dry if required by
the manufacturer.
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
Walsh Ranch - Quail Valley - Village Residential
City Project No. 103846
01 66 00 - 4
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 4 of 4
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
Walsh Ranch - Quail Valley - Village Residential
City Project No. 103846
01 70 00 - 1
DAP MOBILIZATION AND REMOBILIZATION
Page 1 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised April 7, 2014
Walsh Ranch - Quail Valley - Village Residential
City Project No. 103846
SECTION 01 70 00
MOBILIZATION AND REMOBILIZATION
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Mobilization and Demobilization
a. Mobilization
1) Transportation of Contractor’s personnel, equipment, and operating supplies
to the Site
2) Establishment of necessary general facilities for the Contractor’s operation
at the Site
3) Premiums paid for performance and payment bonds
4) Transportation of Contractor’s personnel, equipment, and operating supplies
to another location within the designated Site
5) Relocation of necessary general facilities for the Contractor’s operation
from 1 location to another location on the Site.
b. Demobilization
1) Transportation of Contractor’s personnel, equipment, and operating supplies
away from the Site including disassembly
2) Site Clean-up
3) Removal of all buildings and/or other facilities assembled at the Site for this
Contract
c. Mobilization and Demobilization do not include activities for specific items of
work that are for which payment is provided elsewhere in the contract.
2. Remobilization
a. Remobilization for Suspension of Work specifically required in the Contract
Documents or as required by City includes:
1) Demobilization
a) Transportation of Contractor’s personnel, equipment, and operating
supplies from the Site including disassembly or temporarily securing
equipment, supplies, and other facilities as designated by the Contract
Documents necessary to suspend the Work.
b) Site Clean-up as designated in the Contract Documents
2) Remobilization
a) Transportation of Contractor’s personnel, equipment, and operating
supplies to the Site necessary to resume the Work.
b) Establishment of necessary general facilities for the Contractor’s
operation at the Site necessary to resume the Work.
3) No Payments will be made for:
a) Mobilization and Demobilization from one location to another on the
Site in the normal progress of performing the Work.
b) Stand-by or idle time
c) Lost profits
3. Mobilizations and Demobilization for Miscellaneous Projects
a. Mobilization and Demobilization
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised April 7, 2014
Walsh Ranch - Quail Valley - Village Residential
City Project No. 103846
01 70 00 - 2
DAP MOBILIZATION AND REMOBILIZATION
Page 2 of 4
1) Mobilization shall consist of the activities and cost on a Work Order basis
necessary for:
a) Transportation of Contractor’s personnel, equipment, and operating
supplies to the Site for the issued Work Order.
b) Establishment of necessary general facilities for the Contractor’s
operation at the Site for the issued Work Order
2) Demobilization shall consist of the activities and cost necessary for:
a) Transportation of Contractor’s personnel, equipment, and operating
supplies from the Site including disassembly for each issued Work
Order
b) Site Clean-up for each issued Work Order
c) Removal of all buildings or other facilities assembled at the Site for
each Work Oder
b. Mobilization and Demobilization do not include activities for specific items of
work for which payment is provided elsewhere in the contract.
4. Emergency Mobilizations and Demobilization for Miscellaneous Projects
a. A Mobilization for Miscellaneous Projects when directed by the City and the
mobilization occurs within 24 hours of the issuance of the Work Order.
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Mobilization and Demobilization
a. Measure
1) This Item is considered subsidiary to the various Items bid.
b. Payment
1) The work performed and materials furnished in accordance with this Item
are subsidiary to the various Items bid and no other compensation will be
allowed.
2. Remobilization for suspension of Work as specifically required in the Contract
Documents
a. Measurement
1) Measurement for this Item shall be per each remobilization performed.
b. Payment
1) The work performed and materials furnished in accordance with this Item
and measured as provided under “Measurement” will be paid for at the unit
price per each “Specified Remobilization” in accordance with Contract
Documents.
c. The price shall include:
1) Demobilization as described in Section 1.1.A.2.a.1)
2) Remobilization as described in Section 1.1.A.2.a.2)
d. No payments will be made for standby, idle time, or lost profits associated this
Item.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised April 7, 2014
Walsh Ranch - Quail Valley - Village Residential
City Project No. 103846
01 70 00 - 3
DAP MOBILIZATION AND REMOBILIZATION
Page 3 of 4
3. Remobilization for suspension of Work as required by City
a. Measurement and Payment
1) This shall be submitted as a Contract Claim in accordance with Article 10
of Section 00 72 00.
2) No payments will be made for standby, idle time, or lost profits associated
with this Item.
4. Mobilizations and Demobilizations for Miscellaneous Projects
a. Measurement
1) Measurement for this Item shall be for each Mobilization and
Demobilization required by the Contract Documents
b. Payment
1) The Work performed and materials furnished in accordance with this Item
and measured as provided under “Measurement” will be paid for at the unit
price per each “Work Order Mobilization” in accordance with Contract
Documents. Demobilization shall be considered subsidiary to mobilization
and shall not be paid for separately.
c. The price shall include:
1) Mobilization as described in Section 1.1.A.3.a.1)
2) Demobilization as described in Section 1.1.A.3.a.2)
d. No payments will be made for standby, idle time, or lost profits associated this
Item.
5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects
a. Measurement
1) Measurement for this Item shall be for each Mobilization and
Demobilization required by the Contract Documents
b. Payment
1) The Work performed and materials furnished in accordance with this Item
and measured as provided under “Measurement” will be paid for at the unit
price per each “Work Order Emergency Mobilization” in accordance with
Contract Documents. Demobilization shall be considered subsidiary to
mobilization and shall not be paid for separately.
c. The price shall include
1) Mobilization as described in Section 1.1.A.4.a)
2) Demobilization as described in Section 1.1.A.3.a.2)
d. No payments will be made for standby, idle time, or lost profits associated this
Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS [NOT USED]
1.6 INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised April 7, 2014
Walsh Ranch - Quail Valley - Village Residential
City Project No. 103846
01 70 00 - 4
DAP MOBILIZATION AND REMOBILIZATION
Page 4 of 4
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
01 71 23 - 1
CONSTRUCTION STAKING AND SURVEY
Page 1 of 8
CITY OF FORT WORTH Walsh Ranch - Quail Valley - Village Residential
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103846
Revised February 14, 2018
SECTION 01 71 23 1
CONSTRUCTION STAKING AND SURVEY 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Requirements for construction staking and construction survey 6
B. Deviations from this City of Fort Worth Standard Specification 7
1. See Changes (Highlighted in Yellow). 8
C. Related Specification Sections include, but are not necessarily limited to: 9
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 10
2. Division 1 – General Requirements 11
1.2 PRICE AND PAYMENT PROCEDURES 12
A. Measurement and Payment 13
1. Construction Staking 14
a. Measurement 15
1) This Item is considered subsidiary to the various Items bid. 16
b. Payment 17
1) The work performed and the materials furnished in accordance with this 18
Item are subsidiary to the various Items bid and no other compensation will 19
be allowed. 20
2. Construction Survey 21
a. Measurement 22
1) This Item is considered subsidiary to the various Items bid. 23
b. Payment 24
1) The work performed and the materials furnished in accordance with this 25
Item are subsidiary to the various Items bid and no other compensation will be 26
allowed. 27
3. As-Built Survey 28
a. Measurement 29
1) This Item is considered subsidiary to the various Items bid. 30
b. Payment 31
1) The work performed and the materials furnished in accordance with this 32
Item are subsidiary to the various Items bid and no other compensation will be 33
allowed. 34
35
36
37
38
39
40
01 71 23 - 2
CONSTRUCTION STAKING AND SURVEY
Page 2 of 8
CITY OF FORT WORTH Walsh Ranch - Quail Valley - Village Residential
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103846
Revised February 14, 2018
1.3 REFERENCES 1
A. Definitions 2
1. Construction Survey - The survey measurements made prior to or while 3
construction is in progress to control elevation, horizontal position, dimensions and 4
configuration of structures/improvements included in the Project Drawings. 5
2. As-built Survey –The measurements made after the construction of the 6
improvement features are complete to provide position coordinates for the features 7
of a project. 8
3. Construction Staking – The placement of stakes and markings to provide offsets 9
and elevations to cut and fill in order to locate on the ground the designed 10
structures/improvements included in the Project Drawings. Construction staking 11
shall include staking easements and/or right of way if indicated on the plans. 12
4. Survey “Field Checks” – Measurements made after construction staking is 13
completed and before construction work begins to ensure that structures marked on 14
the ground are accurately located per Project Drawings. 15
B. Technical References 16
1. City of Fort Worth – Construction Staking Standards (available on City’s Buzzsaw 17
website) – 01 71 23.16.01_ Attachment A_Survey Staking Standards 18
2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available 19
on City’s Buzzsaw website). 20
3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision 21
4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land 22
Surveying in the State of Texas, Category 5 23
24
1.4 ADMINISTRATIVE REQUIREMENTS 25
A. The Contractor’s selection of a surveyor must comply with Texas Government 26
Code 2254 (qualifications based selection) for this project. 27
1.5 SUBMITTALS 28
A. Submittals, if required, shall be in accordance with Section 01 33 00. 29
B. All submittals shall be received and reviewed by the City prior to delivery of work. 30
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 31
A. Field Quality Control Submittals 32
1. Documentation verifying accuracy of field engineering work, including coordinate 33
conversions if plans do not indicate grid or ground coordinates. 34
2. Submit “Cut-Sheets” conforming to the standard template provided by the City 35
(refer to 01 71 23.16.01 – Attachment A – Survey Staking Standards). 36
37
1.7 CLOSEOUT SUBMITTALS 38
B. As-built Redline Drawing Submittal 39
01 71 23 - 3
CONSTRUCTION STAKING AND SURVEY
Page 3 of 8
CITY OF FORT WORTH Walsh Ranch - Quail Valley - Village Residential
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103846
Revised February 14, 2018
1. Submit As-Built Survey Redline Drawings documenting the locations/elevations of 1
constructed improvements signed and sealed by Registered Professional Land 2
Surveyor (RPLS) responsible for the work (refer to 01 71 23.16.01 – Attachment A 3
– Survey Staking Standards) . 4
2. Contractor shall submit the proposed as-built and completed redline drawing 5
submittal one (1) week prior to scheduling the project final inspection for City 6
review and comment. Revisions, if necessary, shall be made to the as-built redline 7
drawings and resubmitted to the City prior to scheduling the construction final 8
inspection. 9
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 10
1.9 QUALITY ASSURANCE 11
A. Construction Staking 12
1. Construction staking will be performed by the Contractor. 13
2. Coordination 14
a. Contact City and Developer’s Project Representative at least one week in 15
advance notifying the City of when Construction Staking is scheduled. 16
b. It is the Contractor’s responsibility to coordinate staking such that 17
construction activities are not delayed or negatively impacted. 18
3. General 19
a. Contractor is responsible for preserving and maintaining stakes. If City 20
surveyors or Developer’s Project Representative are required to re-stake for 21
any reason, the Contractor will be responsible for costs to perform staking. If 22
in the opinion of the City, a sufficient number of stakes or markings have been 23
lost, destroyed disturbed or omitted that the contracted Work cannot take place 24
then the Contractor will be required to stake or re-stake the deficient areas. 25
B. Construction Survey 26
1. Construction Survey will be performed by the Contractor. 27
2. Coordination 28
a. Contractor to verify that horizontal and vertical control data established in the 29
design survey and required for construction survey is available and in place. 30
3. General 31
a. Construction survey will be performed in order to construct the work shown 32
on the Construction Drawings and specified in the Contract Documents. 33
b. For construction methods other than open cut, the Contractor shall perform 34
construction survey and verify control data including, but not limited to, the 35
following: 36
1) Verification that established benchmarks and control are accurate. 37
2) Use of Benchmarks to furnish and maintain all reference lines and grades 38
for tunneling. 39
3) Use of line and grades to establish the location of the pipe. 40
4) Submit to the City copies of field notes used to establish all lines and 41
grades, if requested, and allow the City to check guidance system setup prior 42
to beginning each tunneling drive. 43
5) Provide access for the City, if requested, to verify the guidance system and 44
the line and grade of the carrier pipe. 45
01 71 23 - 4
CONSTRUCTION STAKING AND SURVEY
Page 4 of 8
CITY OF FORT WORTH Walsh Ranch - Quail Valley - Village Residential
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103846
Revised February 14, 2018
6) The Contractor remains fully responsible for the accuracy of the work and 1
correction of it, as required. 2
7) Monitor line and grade continuously during construction. 3
8) Record deviation with respect to design line and grade once at each pipe 4
joint and submit daily records to the City. 5
9) If the installation does not meet the specified tolerances (as outlined in 6
Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct 7
the installation in accordance with the Contract Documents. 8
C. As-Built Survey 9
1. Required As-Built Survey will be performed by the Contractor. 10
2. Coordination 11
a. Contractor is to coordinate with City to confirm which features require as-12
built surveying. 13
b. It is the Contractor’s responsibility to coordinate the as-built survey and 14
required measurements for items that are to be buried such that construction 15
activities are not delayed or negatively impacted. 16
c. For sewer mains and water mains 12” and under in diameter, it is acceptable 17
to physically measure depth and mark the location during the progress of 18
construction and take as-built survey after the facility has been buried. The 19
Contractor is responsible for the quality control needed to ensure accuracy. 20
3. General 21
a. The Contractor shall provide as-built survey including the elevation and 22
location (and provide written documentation to the City) of construction 23
features during the progress of the construction including the following: 24
1) Water Lines 25
a) Top of pipe elevations and coordinates for waterlines at the following 26
locations: 27
(1) Minimum every 250 linear feet, including 28
(2) Horizontal and vertical points of inflection, curvature, 29
etc. 30
(3) Fire line tee 31
(4) Plugs, stub-outs, dead-end lines 32
(5) Casing pipe (each end) and all buried fittings 33
2) Sanitary Sewer 34
a) Top of pipe elevations and coordinates for force mains and siphon 35
sanitary sewer lines (non-gravity facilities) at the following locations: 36
(1) Minimum every 250 linear feet and any buried fittings 37
(2) Horizontal and vertical points of inflection, curvature, 38
etc. 39
3) Stormwater – Not Applicable 40
b. The Contractor shall provide as-built survey including the elevation and 41
location (and provide written documentation to the City) of construction 42
features after the construction is completed including the following: 43
1) Manholes 44
a) Rim and flowline elevations and coordinates for each manhole 45
2) Water Lines 46
a) Cathodic protection test stations 47
b) Sampling stations 48
c) Meter boxes/vaults (All sizes) 49
01 71 23 - 5
CONSTRUCTION STAKING AND SURVEY
Page 5 of 8
CITY OF FORT WORTH Walsh Ranch - Quail Valley - Village Residential
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103846
Revised February 14, 2018
d) Fire hydrants 1
e) Valves (gate, butterfly, etc.) 2
f) Air Release valves (Manhole rim and vent pipe) 3
g) Blow off valves (Manhole rim and valve lid) 4
h) Pressure plane valves 5
i) Underground Vaults 6
(1) Rim and flowline elevations and coordinates for each 7
Underground Vault. 8
3) Sanitary Sewer 9
a) Cleanouts 10
(1) Rim and flowline elevations and coordinates for each 11
b) Manholes and Junction Structures 12
(1) Rim and flowline elevations and coordinates for each 13
manhole and junction structure. 14
4) Stormwater – Not Applicable 15
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 16
1.11 FIELD [SITE] CONDITIONS [NOT USED] 17
1.12 WARRANTY 18
PART 2 - PRODUCTS 19
A. A construction survey will produce, but will not be limited to: 20
1. Recovery of relevant control points, points of curvature and points of intersection. 21
2. Establish temporary horizontal and vertical control elevations (benchmarks) 22
sufficiently permanent and located in a manner to be used throughout construction. 23
3. The location of planned facilities, easements and improvements. 24
a. Establishing final line and grade stakes for piers, floors, grade beams, parking 25
areas, utilities, streets, highways, tunnels, and other construction. 26
b. A record of revisions or corrections noted in an orderly manner for reference. 27
c. A drawing, when required by the client, indicating the horizontal and vertical 28
location of facilities, easements and improvements, as built. 29
4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all 30
construction staking projects. These cut sheets shall be on the standard city template 31
which can be obtained from the Survey Superintendent (817-392-7925). 32
5. Digital survey files in the following formats shall be acceptable: 33
a. AutoCAD (.dwg) 34
b. ESRI Shapefile (.shp) 35
c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use 36
standard templates, if available) 37
6. Survey files shall include vertical and horizontal data tied to original project 38
control and benchmarks, and shall include feature descriptions 39
PART 3 - EXECUTION 40
3.1 INSTALLERS 41
01 71 23 - 6
CONSTRUCTION STAKING AND SURVEY
Page 6 of 8
CITY OF FORT WORTH Walsh Ranch - Quail Valley - Village Residential
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103846
Revised February 14, 2018
A. Tolerances: 1
1. The staked location of any improvement or facility should be as accurate as 2
practical and necessary. The degree of precision required is dependent on many 3
factors all of which must remain judgmental. The tolerances listed hereafter are 4
based on generalities and, under certain circumstances, shall yield to specific 5
requirements. The surveyor shall assess any situation by review of the overall plans 6
and through consultation with responsible parties as to the need for specific 7
tolerances. 8
a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical 9
tolerance. Horizontal alignment for earthwork and rough cut should not exceed 10
1.0 ft. tolerance. 11
b. Horizontal alignment on a structure shall be within .0.1ft tolerance. 12
c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and 13
walkways shall be located within the confines of the site boundaries and, 14
occasionally, along a boundary or any other restrictive line. Away from any 15
restrictive line, these facilities should be staked with an accuracy producing no 16
more than 0.05ft. tolerance from their specified locations. 17
d. Underground and overhead utilities, such as sewers, gas, water, telephone and 18
electric lines, shall be located horizontally within their prescribed areas or 19
easements. Within assigned areas, these utilities should be staked with an 20
accuracy producing no more than 0.1 ft tolerance from a specified location. 21
e. The accuracy required for the vertical location of utilities varies widely. Many 22
underground utilities require only a minimum cover and a tolerance of 0.1 ft. 23
should be maintained. Underground and overhead utilities on planned profile, 24
but not depending on gravity flow for performance, should not exceed 0.1 ft. 25
tolerance. 26
B. Surveying instruments shall be kept in close adjustment according to manufacturer’s 27
specifications or in compliance to standards. The City reserves the right to request a 28
calibration report at any time and recommends regular maintenance schedule be 29
performed by a certified technician every 6 months. 30
1. Field measurements of angles and distances shall be done in such fashion as to 31
satisfy the closures and tolerances expressed in Part 3.1.A. 32
2. Vertical locations shall be established from a pre-established benchmark and 33
checked by closing to a different bench mark on the same datum. 34
3. Construction survey field work shall correspond to the client’s plans. Irregularities 35
or conflicts found shall be reported promptly to the City. 36
4. Revisions, corrections and other pertinent data shall be logged for future reference. 37
38
3.2 EXAMINATION [NOT USED] 39
3.3 PREPARATION [NOT USED] 40
3.4 APPLICATION 41
3.5 REPAIR / RESTORATION 42
A. If the Contractor’s work damages or destroys one or more of the control 43
monuments/points set by the City or Developer’s Project Representative, the monuments 44
shall be adequately referenced for expedient restoration. 45
01 71 23 - 7
CONSTRUCTION STAKING AND SURVEY
Page 7 of 8
CITY OF FORT WORTH Walsh Ranch - Quail Valley - Village Residential
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103846
Revised February 14, 2018
1. Notify City or Developer’s Project Representative if any control data needs to be 1
restored or replaced due to damage caused during construction operations. 2
a. Contractor shall perform replacements and/or restorations. 3
b. The City or Developer’s Project Representative may require at any time a 4
survey “Field Check” of any monument or benchmarks that are set be verified 5
by the City surveyors or Developer’s Project Representative before further 6
associated work can move forward. 7
3.6 RE-INSTALLATION [NOT USED] 8
3.7 FIELD [OR] SITE QUALITY CONTROL 9
A. It is the Contractor’s responsibility to maintain all stakes and control data placed by the 10
City or Developer’s Project Representative in accordance with this Specification. This 11
includes easements and right of way, if noted on the plans. 12
B. Do not change or relocate stakes or control data without approval from the City. 13
3.8 SYSTEM STARTUP 14
A. Survey Checks 15
1. The City reserves the right to perform a Survey Check at any time deemed 16
necessary. 17
2. Checks by City personnel or 3rd party contracted surveyor are not intended to 18
relieve the contractor of his/her responsibility for accuracy. 19
20
3.9 ADJUSTING [NOT USED] 21
3.10 CLEANING [NOT USED] 22
3.11 CLOSEOUT ACTIVITIES [NOT USED] 23
3.12 PROTECTION [NOT USED] 24
3.13 MAINTENANCE [NOT USED] 25
3.14 ATTACHMENTS [NOT USED] 26
END OF SECTION 27
28
Revision Log
DATE NAME SUMMARY OF CHANGE
8/31/2012 D. Johnson
8/31/2017 M. Owen
Added instruction and modified measurement & payment under 1.2; added
definitions and references under 1.3; modified 1.6; added 1.7 closeout submittal
requirements; modified 1.9 Quality Assurance; added PART 2 – PRODUCTS ;
Added 3.1 Installers; added 3.5 Repair/Restoration; and added 3.8 System Startup.
2/14/2018 M Owen
Removed “blue text”; revised measurement and payment sections for Construction
Staking and As-Built Survey; added reference to selection compliance with TGC
2254; revised action and Closeout submittal requirements; added acceptable depth
01 71 23 - 8
CONSTRUCTION STAKING AND SURVEY
Page 8 of 8
CITY OF FORT WORTH Walsh Ranch - Quail Valley - Village Residential
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103846
Revised February 14, 2018
measurement criteria; revised list of items requiring as-built survey “during” and
“after” construction; and revised acceptable digital survey file format
1
01 74 23 - 1
DAP CLEANING
Page 1 of 4
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
Walsh Ranch - Quail Valley - Village Residential
City Project No. 103846
SECTION 01 74 23
CLEANING
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1. Intermediate and final cleaning for Work not including special cleaning of closed
systems specified elsewhere
B.Deviations from this City of Fort Worth Standard Specification
1. None.
C.Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
3. Section 32 92 13 – Hydro-Mulching, Seeding and Sodding
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.Scheduling
1. Schedule cleaning operations so that dust and other contaminants disturbed by
cleaning process will not fall on newly painted surfaces.
2. Schedule final cleaning upon completion of Work and immediately prior to final
inspection.
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 STORAGE, AND HANDLING
A.Storage and Handling Requirements
1. Store cleaning products and cleaning wastes in containers specifically designed for
those materials.
01 74 23 - 2
DAP CLEANING
Page 2 of 4
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS
2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED]
2.2 MATERIALS
A.Cleaning Agents
1. Compatible with surface being cleaned
2. New and uncontaminated
3. For manufactured surfaces
a.Material recommended by manufacturer
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 APPLICATION [NOT USED]
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING
A.General
1. Prevent accumulation of wastes that create hazardous conditions.
2. Conduct cleaning and disposal operations to comply with laws and safety orders of
governing authorities.
3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in
storm or sanitary drains or sewers.
4. Dispose of degradable debris at an approved solid waste disposal site.
5. Dispose of nondegradable debris at an approved solid waste disposal site or in an
alternate manner approved by City and regulatory agencies.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
Walsh Ranch - Quail Valley - Village Residential
City Project No. 103846
01 74 23 - 3
DAP CLEANING
Page 3 of 4
6. Handle materials in a controlled manner with as few handlings as possible.
7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with
this project.
8. Remove all signs of temporary construction and activities incidental to construction
of required permanent Work.
9. If project is not cleaned to the satisfaction of the City, the City reserves the right to
have the cleaning completed at the expense of the Contractor.
10. Do not burn on-site.
B.Intermediate Cleaning during Construction
1. Keep Work areas clean so as not to hinder health, safety or convenience of
personnel in existing facility operations.
2. At maximum weekly intervals, dispose of waste materials, debris and rubbish.
3. Confine construction debris daily in strategically located container(s):
a.Cover to prevent blowing by wind
b. Store debris away from construction or operational activities
c.Haul from site at a minimum of once per week
4. Vacuum clean interior areas when ready to receive finish painting.
a.Continue vacuum cleaning on an as-needed basis, until Final Acceptance.
5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which
may become airborne or transported by flowing water during the storm.
C.Exterior (Site or Right of Way) Final Cleaning
1. Remove trash and debris containers from site.
a.Re-seed areas disturbed by location of trash and debris containers in accordance
with Section 32 92 13.
2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object
that may hinder or disrupt the flow of traffic along the roadway.
3. Clean any interior areas including, but not limited to, vaults, manholes, structures,
junction boxes and inlets.
4. If no longer required for maintenance of erosion facilities, and upon approval by
City, remove erosion control from site.
5. Clean signs, lights, signals, etc.
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
Walsh Ranch - Quail Valley - Village Residential
City Project No. 103846
01 74 23 - 4
DAP CLEANING
Page 4 of 4
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
Walsh Ranch - Quail Valley - Village Residential
City Project No. 103846
01 77 19 - 1
DAP CLOSEOUT REQUIREMENTS
Page 1 of 3
CITY OF FORT WORTH Walsh Ranch - Quail Valley - Village Residential
City Project No. 103846STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
SECTION 01 77 19
CLOSEOUT REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1.The procedure for closing out a contract
B.Deviations from this City of Fort Worth Standard Specification
1. None.
C.Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A.Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A.Guarantees, Bonds and Affidavits
1. No application for final payment will be accepted until all guarantees, bonds,
certificates, licenses and affidavits required for Work or equipment as specified are
satisfactorily filed with the City.
B.Release of Liens or Claims
1. No application for final payment will be accepted until satisfactory evidence of
release of liens has been submitted to the City.
1.5 SUBMITTALS
A.Submit all required documentation to City’s Project Representative.
01 77 19 - 2
DAP CLOSEOUT REQUIREMENTS
Page 2 of 3
CITY OF FORT WORTH Walsh Ranch - Quail Valley - Village Residential
City Project No. 103846STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
1.6 INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 CLOSEOUT PROCEDURE
A.Prior to requesting Final Inspection, submit:
1. Project Record Documents in accordance with Section 01 78 39
2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23
B.Prior to requesting Final Inspection, perform final cleaning in accordance with Section
01 74 23.
C.Final Inspection
1. After final cleaning, provide notice to the City Project Representative that the Work
is completed.
a.The City will make an initial Final Inspection with the Contractor present.
b. Upon completion of this inspection, the City will notify the Contractor, in
writing within 10 business days, of any particulars in which this inspection
reveals that the Work is defective or incomplete.
2. Upon receiving written notice from the City, immediately undertake the Work
required to remedy deficiencies and complete the Work to the satisfaction of the
City.
3. Upon completion of Work associated with the items listed in the City's written
notice, inform the City, that the required Work has been completed. Upon receipt
of this notice, the City, in the presence of the Contractor, will make a subsequent
Final Inspection of the project.
4. Provide all special accessories required to place each item of equipment in full
operation. These special accessory items include, but are not limited to:
a.Specified spare parts
b. Adequate oil and grease as required for the first lubrication of the equipment
c.Initial fill up of all chemical tanks and fuel tanks
d. Light bulbs
e.Fuses
f.Vault keys
g.Handwheels
h. Other expendable items as required for initial start-up and operation of all
equipment
D.Notice of Project Completion
01 77 19 - 3
DAP CLOSEOUT REQUIREMENTS
Page 3 of 3
1. Once the City Project Representative finds the Work subsequent to Final Inspection
to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet).
E.Supporting Documentation
1. Coordinate with the City Project Representative to complete the following
additional forms:
a.Final Payment Request
b. Statement of Contract Time
c.Affidavit of Payment and Release of Liens
d. Consent of Surety to Final Payment
e.Pipe Report (if required)
f.Contractor’s Evaluation of City
g.Performance Evaluation of Contractor
F.Letter of Final Acceptance
1. Upon review and acceptance of Notice of Project Completion and Supporting
Documentation, in accordance with General Conditions, City will issue Letter of
Final Acceptance and release the Final Payment Request for payment.
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
Walsh Ranch - Quail Valley - Village Residential
City Project No. 103846
Appendix
� RC� N E
E N G I N E E R I N G
GEOTECHNICAL ENGINEERING REPORT
VILLAGE RESIDENTIAL NEIGHBORHOOD AT WALSH RANCH
FORT WORTH, TEXAS
Prepared For:
Quail Valley Land Company, LLC
400 South Record Street, Suite 1200
Dallas, Texas 75202
Attn: Ms. Akiko Shimizu
September 2021
PROJECT NO. 21-25470
www.roneert ineers.carn
R�NE
ENfiINEEFtING
September 23, 2021
Ms. Akiko Shimizu
Quail Valley Land Company, LLC
400 South Record Street, Suite 1200
Dallas, Texas 75202
Re: Geotechnical Study
Proposed Village Residential — Walsh Ranch
Fort Worth, Texas
Rone Report No. 21-25470
Dear Ms. Shimizu:
GEOTECHNICAL ENGINEERING
EARTHWORKS CONTROL
EfVVIRONMENTAL CONSULTING
CONSTRUCTION MATERIAL TESTING
Rone Engineering Services, Ltd. (Rone) is pleased to submit the Geotechnical Engineering
Report for the referenced project. The geotechnical engineering services perFormed for this study
were carried out in general accordance with our Proposal No. P-31366-21 dated July 20, 2021.
This report presents engineering analyses and recommendations for site grading, foundations,
and pavements with respect to known project and site characteristics. Detailed results of our field
exploration and laboratory testing are provided in the appendix of the report.
We appreciate the opportunity to be of service to you on this project. We look forward to providing
additional Geotechnical Engineering and Construction Materials Testing services as the project
progresses through the final design and construction phases. Please contact us if you have any
questions or if we can be of further assistance.
RespectFully submitted,
� ��C �� T'ar
` ,�q,,..• • . F.�-����i
*y ' � *�
*� ..............................::...
� �� ABDOL R: SAVASI
�� �—' �r �+Q. � 1375� ��w
;!+'�`�; •. c �C�i�S �r-�,. ••��ti'�1
A. Reza Savabi, P.E. ���i�����1 E�'„�:a�y
Senior Geotechnical Engineer �q.r
Texas Engineering Firm License No. F-1572
Mark D. Gray, �E.
Partner
DALLAS � FORT WORTH � AUSTIN I HOUSTON
3201 NE LooP 820, Su�TE 180 � FORT WORTH, TEXAS 76137 � TE�: 817.717.1040
2 PURPOSES AND SCOPE OF STUDY ................................................................................... 1
3 FIELD EXPLORATION AND LABORATORY TESTING ........................................................ 2
4 GENERAL SITE CONDITIONS .............................................................................................. 2
4.1 Site Geology ....................................................................................................................................... 2
4.2 Subsurface Soil Conditions .................................................................................................................3
4.3 Groundwater .......................................................................................................................................4
5 ANALYSIS OF SITE AND FOUNDATION ALTERNATIVES .................................................. 5
5.1 Geotechnical Analysis ........................................................................................................................5
5.2 SubsurFace Volume Change Potential ................................................................................................6
5.3 Seismic Site Class ..............................................................................................................................7
6 FOUNDATION SYSTEM RECOMMENDATIONS ................................................................... 8
6.1 Ground Modification and Subgrade Treatment ..................................................................................8
6.1.1 Subgrade Recompaction .............................................................................................................9
6.1.2 Excavation Safety Considerations .....................................�--....................................................... 9
6.2 Foundation Structure ..........................................................................................................................9
7 SITE PREPARATION`FOR CONSTRUCTION ....................................................................... 9
7.1 General ............................................................................................................................................... 9
7.2 Existing Grades ................................................................................................................................10
7.3 Excavations .......................................................................................................................................10
8 CONSTRUCTION OF SUBGRADE FILLS ........................................................................... 10
8.1 Subgrade Preparation .......................................................................................................................11
8.2 Subgrade Fill Construction ...............................................................................................................11
8.2.1 Project Fills ................................................................................................................................12
8.2.2 Fill Material Requirements .........................................................................................................12
8.2.3 Borrow Selection .......................................................................................................................12
8.3 Fill Construction Specifications .........................................................................................................12
8.3.1 Subgrade Recompaction and Grade Raise Fill .........................................................................13
8.3.2 Utility Trench Backfill .................................................................................................................14
8.3.3 General Site Fills for Site Grading and Drainage ......................................................................19
8.3.4 Compaction Specification Summary ..................... •----��---........................................................19
8.4 Quality Control and Field Verification Testing ..................................................................................19
8.5 Construction Oversight .....................................................................................................................20
9 BUILDING FOUNDATION STRUCTURE ............................................................................. 21
9.1 Slab Foundation ..........................................................��--�--...................................................,...........21
10 PAVEMENTS ...................................................................................................................... 22
10.1 Rigid Pavements .............................................................................................................................22
10.2 Pavement Base Course ..................................................................................................................24
10.3 Pavement Construction and Maintenance Recommendations ......................................................24
11 SITE COMPLETION AND MAINTENANCE ........................................................................ 24
11.1 Site Grading and Drainage .............................................................................................................24
11.2 Landscaping and Irrigation .............................................................................................................25
Paqe
1 PROJECT INFORMATION ..................................................................................................... 1
APPENDIX A
VICINITYMAP .•-••••• .......................,....,................
GEOLOGY MAP ..................................................
BORING LOCATION DIAGRAM ..........................
LOGS OF BORING ..............................................
KEY TO CLASSIFICATIONS AND SYMBOLS ....
UNIFIED SOIL CLASSIFICATION SYSTEM .......
SWELL .................................................................
REC COMPACTION DESIGN CHARTS ..............
FIELDOPERATIONS ........................................................................................................................
LABORATORYTESTING ..................................................................................................................
APPENDIX C
IMPORTANT INFORMATION ABOUT THIS GEOTECHNICAL ENGINEERING REPORT ..............
'I�
....................................................................................... A,1
.......................................................................................... A.2
...........•••-• .......................................................................... A.3
...................................................................... . ........... A.4-A.3�E
.........................................................•••••-......................... A.35
..................................................•-•-••................................ A.36
......,•• .............•••••••........................................................... A.37
..................................................................... A.38a and A.38e
�
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APPENDIX B
Paqe
......•••-••••._. B.1
................. B.2
Paqe
........ C.1
12 STUDY CLOSURE ............................................................................................................. 25
13 COPYRIGHT 2021 RONE ENGINEERING SERVICES, LTD . ............................................ 26
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GEOTECHNICAL ENGINEERING REPORT
1 PROJECT INFORMATION
A tabular description of the project is included below:
Item
Description
The project will be located between the current west terminus of
Location Makers Way and east terminus of Romelle Street, west/northwest
of the Walsh Athletic Club in the Walsh Ranch residential
de�ela�ment in Fort Worth, Texas.
Table 1: Project Overview
The project consists of developing a residential community, with
Project Description associated utilities and paved streets. Based on draft grading
plans prepared by Huitt-Zollars, cuts up to 2 feet and fills up to 6
feet are planned within the phase.
Existing Site Conditions
The 27-acre property is covered by gravel parking lots, field
grasses and scattered trees. Based data from Google Earth, the
site generally slopes downward from the west to east with
elevations ranging from approximately 901 feet to 870 feet. The
nearest major reservoirs are Lake Weatherford 7 miles northwest
and Lake Worth 8 miles northeast of the site.
Site vicinity and geology maps are attached as Plates A.1 and A.2, respectively in Appendix A of
this report. Boring locations are shown on the Boring Location Diagram, Plate A.3.
2 PURPOSES AND SCOPE OF STUDY
The principal purpose of this study is evaluation of site subsurface conditions to provide
geotechnical recommendations for the design and construction of foundations and pavements,
and assessment of final investigation needs. For these purposes, the study was conducted in the
following phases:
. Borings were drilled and sampled at approximate 200-foot intervals to evaluate the subsurface
conditions at the boring locations and to obtain soil and rock samples.
. Laboratory tests were conducted on limited samples recovered from the borings to evaluate the
pertinent engineering characteristics of the foundation materials.
. Engineering analyses were conducted for foundation and pavement design recommendations.
. Onsite soils were evaluated for potential sources of fill materials required for the project.
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As the Geotechnical Engineer of Record serving this project, we recommend that Rone provide
assistance during the final design phase to confirm the intent of the geotechnical
recommendations has been satisfied. In addition, Rone Earthworks should be retained to observe
the fill construction and ensure the specified construction controls are properly implemented.
3 FIELD EXPLORATION AND LABORATORY TESTING
The boring locations were defined in the field by Rone Engineering personnel using site
landmarks, maps and aerial photographs. Ground surtace elevations at the boring locations were
interpolated from Google EarthO and should be considered approximate. The borings were not
located by a registered surveyor. The locations and elevations are provided for general mapping
purposes and are accurate only to the extent implied by the technique used in their determination.
A total of 31 proposed borings were completed to depths of approximately 20 feet below existing
grades using a truck-mounted drill rig in August 2021. The approximate boring locations are
shown on Plate A.3, Boring Location Diagram. Sample depth, description of soils, and
classification (based on the Unified Soil Classification System) are presented in the Boring Logs,
Plates A.4 through A.34. Keys to terms and symbols used on the logs are also included in
Appendix A.
Laboratory tests were perFormed on selected samples recovered from the borings to confirm
visual classification, and to estimate material strata, in-situ consolidation states, and other
pertinent engineering properties of the materials encountered. One-dimensional swell tests were
performed on selected samples recovered from various depths. Descriptions of the procedures
used in the field and laboratory phases of this study are presented in Appendix B.
4 GENERAL SITE CONDITIONS
4.1 Site Geology
Based on the subsurface conditions encountered in the borings and the Geologic Atlas of Texas,
Dallas Sheet (published by the Bureau of Economic Geology), the site appears to be mapped
within the Goodland limestone formation (Kgl). The USGS Mineral Resources On-Line Spatial
Data reference contains the following description of the Goodland limestone formation.
Project No. 21-25470 �se� Village esidentia 1Nalsh Ranch'� J - -
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Goodland Limestone
Goodland Limestone inter-gradational laterally with Comanche Peak Limestone and differs from
it chiefly in that the Goodland is more coarsely nodular, contains fewer and thinner clay beds, and
massive resistant limestone beds are more numerous. Often undivided within the Walnut Clay
formation comprised of clay and limestone about equally abundant.
Please note that the geologic mapping was originally performed using aerial photography. Local
variations and anomalies do occur.
4.2 SubsurFace Soil Conditions
The results of the field and laboratory testing have been used to develop a generalized subsurface
profile of the project site. The strata identified in the borings at this site are described below:
Stratum I
Generally consists of brown to light brown fat clay (CH), sandy fat clay (CH), lean clay (CL), sandy lean
clay (CL) and clayey sand (SC) containing various amounts of ferrous stains and limestone fragments as
shallow as 1 foot up to 18 feet.
Stratum II
Stratum II is comprised of tan and gray limestone. This stratum was encountered as shallow as 1 foot
below existing site grade. All borings terminated in limestone.
Hand penetrometer readings ranged from 2.5 to more than 4.5 tons per square foot (tsf) in the
cohesive soils. A tabular summary of the soil properties encountered in the borings is provided
below.
Table 2: Soil Property Summary
Praperty
Estimated Specific Gravity, G$
Percent Fines (%)
Liquid Limit, LL
Plasticity Index, PI
Moisture Content (%)
Moisture Increase Potential (%)
Full Range
2.68 — 2.70
30 - 98
30-81
13-54
5-30
3.0 — 8.3
Predominant Range
2.68-2.69
65 - 93
41 - 63
24 - 42
12-22
3.0 — 8.0
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With sufficient changes in moisture content, swell pressures are estimated to be approximately
2,000 psf, or less, based on the moisture gain relative to the swell percentage measured on the
tested samples. Swell pressure testing was not completed for the investigation due to the
generally shallow limestone at the site and the amount of limestone pieces expected to be mixed
within the fills.
The Logs of Boring should be reviewed for specific information at individual boring locations.
Stratification boundaries shown in the logs represent the approximate locations of changes in
types of in-situ materials. The transition between material types may vary between borings, and
be gradual and indistinct. Variations will occur and should be expected across the site.
4.3 Groundwater
The borings were advanced using continuous flight augers and the boreholes were observed for
water accumulation during and after drilling for the presence of water seepage. Free water was
not observed in borings during drilling and were dry during and upon completion of drilling
operations. These observations were made during the field exploration, as indicated on the Logs
of Boring. A thorough hydro-geologic assessment of the vadose zone or upper groundwater was
not conducted. As such, the study did not include monitoring of upper groundwater levels or
perched water conditions. A hydro-geologic study can be conducted upon request to assess the
sources and variation of in-situ moisture in the vadose zone and groundwater beneath the site,
and how various site development alternatives can alter those dynamics.
In general, groundwater levels and moisture content in the vadose zone vary climatically and
seasonally depending on topography, land use, surface hydrology, subsurface hydrogeology, and
proximity to bodies of surface water. The rate and extent of these variations depend on many
variables including subsurface stratigraphy, soil properties, subsurFace moisture sources,
capillary strength, consolidation states, soil structure, thermal cover, and surface infiltration and
evapotranspiration rates. A limited hydro-geologic assessment of the vadose zone is provided in
Section 5.1 Geotechnical Analysis.
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5 ANALYSIS OF SITE AND FOUNDATION ALTERNATIVES
5.1 Geotechnical Analysis
Foundation alternatives were evaluated based on site-specific geotechnical conditions, proposed
development plans, and known design preferences. Subgrade preparation and foundation fill
elements are critical components of all foundation systems. Foundation alternatives for the
proposed development were evaluated based on the following engineering criteria.
. Bearing capacity
. Settlement potential
. Volume change (shrink-swell) potential
The rate and magnitude of subgrade volume change is controlled by soil wetting and drying
cycles. Volume change potential is affected by moisture change potential, clay mineralogy,
material density, soil structure, hydro-geologic environment, and confining pressure to swell
pressure ratios. Moisture change potential, material density, and soil structure can be modified
and/or controlled; and clay content, hydro-geologic environment and confining pressure can be
managed to limit volume change as necessary for each foundation alternative. These are key
factors when evaluating the ground modification elements for various foundation alternatives. The
primary provisions for managing the hydro-geologic environment are long-term stabilization of
subgrade moisture levels, and management of desiccation risk.
Groundwater sources have not been fully evaluated, and a complete hydro-geologic study was
not performed. Hydro-geologic assessment of the vadose zone indicates the primary moisture
source is likely surface water infiltration with periodic perched water atop the underlying limestone.
The current soil moisture profile indicates dry to slightly moist conditions in the deeper soils,
implying that capillary rise from a groundwater source located below the explored depths may
also be a contributing factor affecting soil moisture levels at the site. Capillary rise from any
permanent groundwater would help maintain deeper moisture levels where capillary breaks are
absent. Capillary breaks appear to exist in scattered layers and pockets as gravelly clays. Other
granular capillary breaks may be present in unexplored areas of the site. The site is undeveloped,
relatively open, and generally well-drained. Surface water storage is negligible, and the site
exhibited minor thermal cover. Surface grades generally slope downward from west to east and
north to south. However, the underlying bedrock gradient did not exhibit consist reflection of
similar topography.
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Figure 1: Average Soil Moisture Profile
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Foundation systems often require ground modification within the vadose zone. Very dry soil
conditions were found within the full range of soils across the site and water addition will be
necessary during mass grading operations to reach the design moisture range. Each ground
modification element includes provisions for limiting moisture content variation, and preparing for
its effects. The following ground modification elements were evaluated for shallow foundation
alternatives:
• Need and extent of subgrade replacement / re-compaction fill,
• Management and tolerance of in-situ conditions below ground modification depths,
• Grade raise elements,
• Strength and stability requirements of each foundation fill element; and,
• Subgrade stabilization options.
5.2 Subsurface Volume Change Potential
For this study, a limited assessment of swell potential was performed; swell pressures were not
measured due to the generally shallow depth of limestone and the limited swell percentages with
comparatively large moisture changes. Swell test results are summarized in the table below:
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Table 3: Swell Potential
Moisture (%)
Boring Depth Load Plasticity Percent -
(ft} (psfl Index Fines � Initial I Final �Increase
B-4
B-9
B-15
B-16
B-18
B-2Q
B-21
B-30
B-31
5
5
7
5
3
5
3
5
3
625
625
875
625
375
625
375
625
375
24
34
10
25
34
18
46
34
35
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m
m
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m
:�
m
m
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12.8
18.2
12.8
14.3
19.5
11.8
27.0
11.5
15.5
16.7
21.0
15.9
17.1
22.5
19.9
28.8
17.7
19.1
3.9
2.8
3.2
2.8
3.0
8.1
1.8
6.2
3.5
Increase
Potential
+4.1
+3.0
+3.3
+3.0
+3.2
+8.3
+2.1
+6.4
+3.7
Swell
(%)
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The swell test results indicate low swell potential in the upper soils. Corresponding swell
pressures are expected to also be low. For design, we estimate a swell potential of approximately
2.0 percent, and swell pressures of approximately 2,000 psf in the high plasticity fat clays (CH).
As a supplemental reference, Potential Vertical Rise (PVR) was also estimated in general
accordance with the Texas Department of Transportation (TxDOT) Test Method Tex-124-E as an
additional means of evaluating swell potential. The TxDOT method is empirical, assumption-
based, generalized, and based on correlations with the Atterberg limits, density, and moisture
content of the soils at the time of the investigation. All conditions governing swell potential are
not accounted for in this procedure. This procedure was applied to a 12-foot deep active zone
for soils or top of limestone in a dry moisture condition. Based on the TxDOT method, the
estimated PVR is about 1 to 4 inches. Based on our analyses, the following parameters have
been used to evaluate foundation alternatives and design:
Table 4: Untreated Subgrade Movement Potential
Material
Clayey Soil
5.3 Seismic Site Class
Design Depth (feet)
na
Estimated Swell
Pressure (ps�
2,000
Untreated Swell
Potential �inches
<4
The site class for seismic design is based on several factors that include subsurface profile, shear
wave velocity, density, relative hardness, and strength, averaged over a depth of 100 feet. The
posed Village Resid'ential Walsh Ranc ' -' ' - - _ _ .
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borings for this project did not extend to a depth of 100 feet; therefore, we assumed the conditions
below the depth of the borings to be similar to those encountered at the termination depth of the
borings. Based on Section 1613.2.2 of the 2018 International Building Code and Table 20.3-1 of
ASCE 7-16, we recommend using Site Class C(Stiff Soil/Weak Rock) for seismic design.
6 FOUNDATION SYSTEM RECOMMENDATIONS
Design evaluations have been made for the residential foundation systems based on our current
understanding of the project and the available subsurface information. The proposed buildings
may be supported on slab foundations bearing within controlled fill or native soil. A schematic
cross-section of the foundation system is provided below.
Figure 2: Average Soil Moisture Profile
Subgrade modification should result in the following ground stability improvements when
constructed as required in this report. These parameters should be used for design of the
structural foundation system.
Table 5: Summary of Estimated Ground Improvement
Thickness from Final ~ Estimated Swell � Swell Potential at�
Material pad Elevation (feet) Pressure (psfl Finished Pad �inches
Fat Clay/Lean Clay/ 1 to 12+ 2,000 <4
Clayey Sand
Limestone � 1 to 20 � NA � NA
6.1 Ground Modification and Subgrade Treatment
Modification of the existing subgrade material is designed to control the building pad subgrade.
Any grade raise fill used to achieve final pad elevations serves a similar purpose. Over-excavation
is not required for subgrade treatment; however, all fill should be placed using the compaction
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controls recommended in this report. Controlled fill should extend at least 5 feet laterally beyond
the proposed buildings to allow for adequate edge preparation. In areas where adjacent flatwork
abuts the buildings, the recompacted subgrade should extend the full width of the pavement to
back of curb, or landscape area.
6.1.1 Subgrade Recompaction
The subgrade recompaction is designed to restructure the cohesive soils such that strength and
volume change can be better controlled. Determination of the compaction energies and
compaction efficiencies required for the existing soil property ranges enable this control. Effective
construction controls for the proposed fill elements are provided in Section 8 Construction of
Subgrade Fills. Estimated construction perFormance and results are also included.
6.1.2 Excavation Safety Considerations
All excavations should be sloped, shored, or shielded in accordance with OSHA requirements. It
should be noted that in accordance with Texas State Law, the design and maintenance of
excavation safety systems is the sole responsibility of the construction contractor. OSHA
Standards 29 CFR — 1926 Subpart P, including Appendices A and B, should be referenced for
guidance in the design of such systems.
6.2 Foundation Structure
Slab foundations bearing in controlled fill or suitable native soil may be used to support the
proposed structures, provided fill construction is controlled as recommended in this report.
Ground movement potential will be limited with the recommended design provisions; however,
grade-supported slabs should be designed to accommodate the estimate potential vertical ground
movement. A moisture barrier should be placed immediately beneath the concrete slabs.
7 SITE PREPARATION FOR CONSTRUCTION
7.1 General
Existing foundations, structures, deleterious materials, debris, utilities and other manmade
features should be removed, and existing utilities should be relocated in accordance with the
project plans and specifications.
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7.2 Existing Grades
All vegetation and organic matter should be removed from within the proposed construction limits,
including tree stumps and root systems. Removal should extend at least 5 feet beyond the
perimeter of grade supported structures, except where it must be maintained according to the
design documents. Unless otherwise indicated in the specifications, all materials resulting from
clearing and grubbing operations should be properly disposed. In no case should any organic or
deleterious material be used within the earthworks or fill materials, or permanently placed onsite
except where authorized by the geotechnical engineer.
7.3 Excavations
All excavations should be perFormed to the limits and grades indicated in the design documents.
This study was not performed to evaluate the difficulty of ripping, processing and/or excavating
the on-site materials, or estimating the volume of the excavated materials. The earthwork
contractor should have experience in construction and excavation within these materials. The
contractor must use his or her own experience when making decisions regarding means, methods
and costs to accomplish the proposed construction, including excavation tools, excavation rates,
and number of trucks.
8 CONSTRUCTION OF SUBGRADE FILLS
Soil fill elements are critical components of any foundation system. Strength and stability of the
fill is essential to limiting subgrade movements below foundations, floor slabs, and pavements.
Mechanical soil compaction is designed to improve the engineering properties of soils; however,
the desired compaction standards are often not achieved during construction. The soil
construction specifications in this report provide for effective compaction control, including direct
data verification and real-time control.
The fill construction specifications provided in this report are designed for the specific
geotechnical requirements of this project. The specifications provide the construction controls
needed to prepare cohesive fills for saturation and drying potential. If the specified controls are
not properly implemented, the fills will be vulnerable to strength loss and swell with saturation,
and potential shrinkage from drying. The initiation of shrinkage or swelling usually leads to
increased shrink-swell cycles with moisture variation. The design of these soil compaction
specifications includes estimates of compacted soil properties corresponding to varying
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compaction energies and compaction efficiencies, enabling assessment of the final compacted
performance of the fill.
The construction specifications below will prepare the fills for potential saturation; however, the
environments of these fills must maintain generally moist conditions without excessive drying. In
many cases, equilibrium moisture ranges can be established during construction, but in other
cases equilibrium moisture cannot be achieved without ongoing maintenance following
construction. Potential maintenance requirements forfills on this project are discussed in Section
12 Site Completion and Maintenance.
8.1 Subgrade Preparation
After site clearing, the exposed subgrade should be prepared for construction of foundation fills.
All areas that will underlie foundations, floor slabs, or pavements will require ground modification
as presented in the following sections.
Exposed subgrades in cut areas of 3 feet or less should be scarified to a depth of 8 inches and
recompacted wet of the optimum moisture content at full compaction in construction, to at least
95 percent of maximum density in construction, as generated by a CAT 815 footed compactor or
approved equivalent. Field verification testing will be conducted in accordance with Section 8.3
Quality Control and Field Verification Testing. Any areas where the specified properties are
not achieved often indicate a soft or low modulus subgrade is present below the compacted lift.
If testing confirms that soft soils underlie any section of the recompacted surface, those sections
should be overexcavated and recompacted in lifts as required by the Geotechnical Engineer.
8.2 Subgrade Fill Construction
All foundations and pavements include a structural fill element. These fill elements are critical to
ground modification requirements and the strength and stability of each foundation. Fill
construction requirements depend on the design purpose and service conditions of each fill. Each
fill element should be constructed to achieve the properties required for the long term stability of
the foundation. Each completed lift should be maintained at the recommended moisture level
until placement of subsequent fill or permanent protective cover such as pavement or floor slabs.
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8.2.1 Project Fills
The fill elements identified for this project are listed below:
• Recompaction of existing subgrade and grade raise below floor slabs and pavements
• Utility trench backfill
• General fills for site grading and drainage
8.2.2 Fill Material Requirements
The following table provides general property requirements and applications for the cohesive soils
that may be used as fill on this project.
Table 6: Fill Material
Material Source
Native Soil ' On-Site
ty Ranges Use
N/A Building and Pavement Subgrade
Silt soil classifications are not acceptable. Due to the shallow limestone, gravel is expected to be
abundant within the clays and mixing through normal handling should suffice and allow for full
compaction using the provided controls. Fill should be free of organics, debris, large rocks
(greater than 6 inches in general diameter), and deleterious material.
8.2.3 Borrow Selection
Rone can assist the contractor in the selection of borrow sources and compactor pairings in order
to avoid or reduce moisture amendment needs during construction. With this assistance,
permissible soil property limits may also be expanded by matching the compaction energy of
specific compactors with the soil and moisture ranges of fill material.
For improved control and more consistent fill properties, stratified borrow sources approved for
use as fill should be excavated in a manner to reasonably produce consistent mixing and
increased uniformity of the fill materials. The Geotechnical Engineer of Record can provide
additional guidance for this as needed.
8.3 Fill Construction Specifications
In general, all fill soils should be placed in consistent loose lift thicknesses and compacted fully
and uniformly across each lift. The moisture content at the time of compaction should be wet of
the optimum moisture content in construction as defined by the field compaction curves provided
Project No. 21-25470 _ sed illage Residential Walsh Ranch f - p q � E �
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in this report. Any moisture modifications that may be required should be performed before
compaction. Very dry soil conditions were measured during field and laboratory testing and water
addition will be necessary to achieve wet of optimum design ranges during fill construction. Each
lift should be compacted using at least the minimum number of passes required to achieve full
compaction as provided by the Geotechnical Engineer of Record.
The compaction specifications for soil construction provided in this report have been developed
for each fill expected on this project. These specifications are based on the predetermined
compaction performance of specific compactor and soil combinations relative to the known project
design requirements. The recommended controls have been developed based on fill material
and property ranges determined during the site exploration, and typical compactors suitable for
these fills and fill volumes. The specifications employ family-of-curve methods for compaction
curves produced during construction in order to use the compactor's performance for control and
accommodate soil variation during construction. RECT"' Compaction Design Reports supporting
this analysis, along with the resulting process control requirements, are included in the appendix
of this report. The construction specifications and illustrations of the performance, range and
limits of construction for each fill type are provided below. At the end of this section, a summary
table is provided as a quick reference for the fill specifications. Additional information can also be
provided regarding alternative compactors to account for changes during construction and optimal
selection by the earthwork contractor.
All completed lifts should be protected from desiccation as soon as practical. Completed lifts to
be exposed more than 1 day should be kept wet with light water application. Completed lifts
damaged by desiccation, erosion, construction traffic, or other disturbances should be scarified
and re-compacted according to the process control requirements for that particular fill.
8.3.1 Subgrade Recompaction and Grade Raise Fill
The building pad subgrade should be fully and uniformly compacted to final pad elevation.
Moisture levels should be wet of the optimum moisture content during construction as required in
Section 6.1, according to the following process control specifications. As previously stated, some
soils were very dry and water addition and soak time should be anticipated to achieve wet of
optimum moisture during fill construction.
posed Village Residential V1/alsh Ranch � - ' — —
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Use a footed compactor equivalent to a CAT 815, as approved by the Geotechnical Engineer of
Record. Compact in 9-inch loose lifts to at least 92 percent of the maximum dry density in
construction and to an air percentage not exceeding 6.4 percent. The optimum moisture content
and maximum density in construction are determined from the field moisture-density curves (field
compaction curves) generated by the compactor for the range of soils used in construction. This
family-of-curve range for the specified compactor energy is provided by the Geotechnical
Engineer of Record.
Figure 3 provides the performance and design construction range for the specified compactor
and the in-situ moisture ranges relative to the design moisture range for construction. An
illustration of this compaction specification is provided on the Compaction Control Chart in
Figure 4. The Compaction Control Chart includes the required construction range and minimum
number of passes required for full lift compaction. The construction range provided is only valid
for full lift compaction using at least the minimum number of passes. Additional control
specifications are noted on the chart. It is critical for the strength and stability of the fill that each
lift is fully and uniformly compacted using at least the minimum number of passes for the
compactor-soil range combination. Figure 3 can be used as a separate reference during
construction. The RECTM Compaction Design Reports covering the soil ranges at the site are
included in the appendix.
8.3.2 Utility Trench Backfill
Utility trench backfill should consist of on-site clays and gravel fully and uniformly compacted in
6-inch loose lifts wet of the optimum moisture content to at least 90 percent of the maximum dry
density, as determined from representative Standard Proctor curves normalized on the lab line-
of-optimums for the soil range used, and corrected according to standard dry unit weight relations.
Air content should not exceed 6.8 percent. The family-of-curves and construction acceptance
range will be provided by the Geotechnical Engineer of Record. Suitable hand-operated
compaction equipment should be approved by the Geotechnical Engineer of Record.
The general performance, range and limits of this construction using the recommended
compactor is illustrated on the Compaction Performance and Design Chart in Figure 5. This
specification is presented graphically on the Compaction Control Chart in Figure 6; however, it
should be refined as necessary prior to construction using additional subsurface information.
Figures 3 through 6 are included below.
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8.3.3 General Site Fills for Site Grading and Drainage
General fill for landscaping, grading, and drainage may consist of on-site soil. General fill should
be compacted in 12-inch loose lifts using approved compaction equipment. Visual compaction
controls for wet-of-optimum compaction may be used. Topsoil in landscape areas does not
require compaction beyond that achieved incidentally during spreading and grading.
8.3.4 Compaction Specification Summary
The following summary table is provided for quick reference purposes. The table does not fully
encompass or replace the compaction specifications provided for each fill in the sections above.
Table 7: Compaction Specification Summary
Property
Material
Compactor Equivalent
Minimum Foot Length
jinches}
Maximum Lift Thickness
�inchesy
Minimum Number of Passes
Maximum Air Voids (%)
Minimum Dry Density (pcfl
Minimum Moisture Content
Min Unconfined Strength
(ps�
Building Pad and
Pavement
Subgrade
Fat Clay, Lean Clay,
Sandy Lean Clay,
Clayey Sand and
limestone Pieces
CAT 815
6
10
11
6.4
101.0
12.0
5,500
Utility Trench
Backfill
Fat Clay, Lean Clay,
Sandy Lean Clay,
Clayey Sand and
limestone Pieces
Hand operated
NA
6
8
6.8
91.0
15.5
NA
General
Grading
Fat Clay, Lean Clay,
Sandy Lean Clay,
Clayey Sand and
limestone Pieces
NA
NA
12
NA
NA
NA
NA
NA
8.4 Quality Control and Field Verification Testing
Rone should monitor compaction control and conduct verification testing during all soil
construction. Verification testing of compacted lifts should be conducted at appropriate
frequencies to ensure that compaction controls are effective and design requirements are
achieved in construction. The engineer should monitor the number of compactor passes, lift
thickness, air content, moisture and density for each fill. During fill construction, relatively
undisturbed samples of the compacted fill material should be collected periodically and tested to
osed Village Residential Walsh Rahch � ' �`
R�N,�
confirm the desired strength and stability properties for which the specific compaction controls
were designed.
It is recommended that Rone assist in develop a work plan for effective process controls designed
for engineering requirements, the construction plan, production needs, and direct data verification
records.
Nuclear density gauges are recommended for field testing of compacted lifts. Rone will provide
the specific gravity (GS) values required for each fill, based on compactor performance and the
soil variation expected during construction. The Geotechnical Engineer must also be able to
monitor the specific gravity setting remotely in real-time based on the gauge readings in the field.
8.5 Construction Oversight
Design requirements and recommendations presented in this report are based on critical controls
during the earthworks and soil construction process. The monitoring required to verify the controls
are correctly implemented is essential to proper fill construction. The requirements of this report
are based on limited geotechnical, geologic and hydro-geologic information about the subsurface
conditions. Subgrade conditions have been interpolated and estimated between borings and
subsurface testing locations. Anomalies are often encountered during construction. The potential
for subsurface variation from the conditions used for design could result in design changes and/or
increased geotechnical risk during and/or following construction.
We recommend that Rone be retained to provide the controls needed for proper soil construction,
monitor earthwork operations, observe foundation construction, evaluate materials, and conduct
periodic testing during the soil construction phase of the project. This enables the geotechnical
engineer to verify design conditions, manage ground risk, verify compliant construction, adjust
design requirements when unanticipated conditions are encountered, assist the builder, and
represent owner interests. We expect such sampling will be required for the stockpiled soils
identified along the eastern boundary of the site.
'se Vilfage R�sidential Wals Ranch ` � — � � g � 2
R�NE �
.�
9 BUILDING FOUNDATION STRUCTURE
9.1 Slab Foundation
The proposed residential structures may be supported on ground supported foundations
consisting of a conventionally reinforced beam and slab system or a post-tensioned slab
foundation system, provided the estimated floor movements can be tolerated. The foundations
should be designed with exterior and interior grade beams adequate to provide sufficient rigidity
to the foundation system to tolerate the potential vertical movement of the foundation subgrade.
The following recommendations are and are based upon the grading plans prepared by
Huitt-Zollars. Rone should be contacted to review these recommendations if grading plans are
modified.
A net allowable soil bearing pressure of 2,500 psf may be used for design of all grade beams
bearing in tested and approved controlled fill or suitable native soil. Grade beams should bear at
least 18 inches below final grades.
The bottom of the beam trenches should be free of any loose or soft material prior to the
placement of the concrete. All grade beams and floor slabs should be adequately reinforced for
eccentric loading that could occur from potential differential subgrade movement.
Design criteria for the foundation slab have been estimated according to the Post Tensioning
Institute (PTI) based on the methods described in their most recent manual for designing slab-on-
grade foundation systems. An effective PI of 25 may be used for design of a conventionally
reinforced concrete slab foundation. Recommended PTI foundation design criteria for a
Thornthwaite Moisture Index (TMI) of zero are tabulated below: PTI Foundation Design Criteria.
Table 8: PTI Design Criteria
Parameter
Edge Moisture Variation Distance, em (feet)
Differential Soil Movement, ym (inches)
Condition
Center Lift
Edge Lift
Center Lift
Edge Lift
4.0-inch PVM
6.1
3.5
1.8
2.1
osed Village Residential WaIsM Ranch
i
�o r��
The PTI method incorporates numerous design assumptions associated with derivation of the
variables needed to estimate the foundation design criteria. The PTI method of estimating
differential soil movement is applicable when site moisture conditions are controlled only by the
climate on well-graded building pads (i.e. proper site drainage, properly lined landscaped areas,
no utility water leaks or other free water sources). As soil moisture increases, the soils may swell.
The PTI design method is intended to provide stiffened foundation systems that can perform well
under typical natural changes in soil moisture. The differential foundation movements resulting
from seasonal soil moisture variations are typically much lower than movements that occur due
to free water sources near or beneath the structure, which are not directly addressed by the PTI
design method.
10PAVEMENTS
This report includes recommendations for rigid pavements. While some minor differential
movement should be anticipated, if the provisions of this report are strictly adhered to in
construction, the pavement subgrades can be expected to be relatively stable. To the extent the
provisions of this report are not adhered to in construction, increased risk of ground movement
should be expected. Design of the proposed pavement sections should factor the performance
of the subgrade construction provided for in this report.
10.1 Rigid Pavements
For this project, traffic loading and frequency conditions were estimated for various conditions as
no specific traffic information was provided. The following pavement design has been performed
general in accordance with City of Fort Worth pavement design standards.
Table 9: Pavement Design Input Parameters
Item - - f ~ _ --- Y value
Roacfway Designation
Design life
Concrete Modulus of Rupture, S'�
Number of Traffic Lanes in One Direction
Annual Traffic Growth Rate
Total Equivalent Singie Axle Loads (ESAI
Subgrade Soil Classification [115C5]
Residential
25 years
620 psi
2
1.5%
900,000
Fat Clay (CH)
Collector
25 years
620 psi
2
1.5%
3,000,000
Fat Clay (CH)
o'se�Vil age Residential Walsh Ranch � � �P A"G E � 22�
R� N��.w .r �
Item
Treatment Type
Modulus of Subgrade Reaction, k(CH)
Composite k �lime-treatecl, 8 inchesj
Reliability, R
Standard Deviation, So
Concrete Modulus of Elasticity, E�
Drainage Coe�cient, Cd
Initial Serviceability, po
Terminal Serviceability, p,
Load Transfer Coefficient
N/A
50 psi/in
100 psi/in
90%
0.39
4,000,000 psi
1.0
4.5
2.0
2.7
Value
Lime
50 psi/in
260 psi/in
90%
0.39
4,000,000 psi
1.0
4.5
2.25
3.0
The pavement thickness determinations were performed in general accordance with the "1993
AASHTO Guide for the Design of Pavement Structures" guidelines. The minimum pavement
sections are presented in the table below. These pavement sections are based on estimated
traffic volumes. A more precise design can be made with detailed traffic loading information
during the final geotechnical study.
Table 10: Minimum Residential Street Pavement Sections and Allowable Traffic
� Portland Cement Design ESAL for
TrafFic Use Concrete Flexural/Compressive Strength (psi)
(inches)
Residential Streets 6 564,000 706,000 905,000
Collectors � 8 � 1,400,000 � 1,900,000 � 2,200,000
We recommend a minimum concrete compressive strength of 4,000 psi be used to provide a 620-
psi modulus of rupture. Hand-placed concrete should have a maximum slump of 6 inches. A
sand leveling course should not be permitted beneath the pavement. All steel reinforcement,
dowel spacing/diameter, and pavement joints should conform to applicable City of Fort Worth
standards.
Saw cutting should be performed in specified locations to control cracking due to shrinkage. Saw
cutting should begin as soon as the concrete has obtained enough strength to keep from raveling,
but before cracks can be initiated internally. Saw cut depths generally range from'/4 to'/3 of the
pavement thickness but should be performed as directed by the civil engineer.
posed Village Residential Walsh RancFi� � ' � �' � ` ' - ' �
R�NE J
. ,���
10.2 Pavement Base Course
We recommend 6 inches of lime treated subgrade beneath concrete pavements. At this time, we
estimate approximately 8 percent hydrated lime by weight (36 pounds per square yard for a 6
inch thickness) will be required to adequately treat the pavement subgrade, though the actual
lime requirement should be determined based on the in-place soil properties and soluble sulfate
levels after the pavement subgrade has reached final grade. Lime treatment should be performed
in accordance with Item 260, current Standard Specifications for Construction of Highways,
Streets, and Bridges, Texas Department of Transportation (TxDOT) or other similar standards
approved by the Geotechnical Engineer of Record. Lime treated subgrade should have a PI
between 7 and 15.
The treated subgrade should extend a minimum of 2 feet outside the curb line. This will improve
the edge support of the pavement and reduce the effects associated with shrinkage during dry
periods. Sand or other granular fill should not be used as a leveling course beneath the pavement,
as these more porous materials increase water migration beneath the pavement, causing heave
and strength loss of the subgrade.
10.3 Pavement Construction and Maintenance Recommendations
It is important that the recommended moisture content and compaction be maintained until the
concrete is placed. Maintenance after construction should include regular observation to identify
and seal cracks. A flexible joint material should be used to seal cracks as they degrade, which
can occur during the design life of pavements.
11 SITE COMPLETION AND MAINTENANCE
11.1 Site Grading and Drainage
The geotechnical design for this project accounts for limited assessment of geo-hydrologic
conditions and intends to provide for efforts to maintain stable, moist subgrade conditions after
construction. Site grading and drainage plans should support this intention where possible. Site
grading and drainage should be efficient in paved areas and less efficient in lawn and landscape
areas. Roof runoff should be collected by gutters and downspouts, and discharge onto paved
areas draining away from the building.
se V7 age Residie'ntialWals�-Ranch ' - ' � ' ' " ' ' - - -G'E �
R��.J
11.2 Landscaping and Irrigation
Subgrade moisture levels should be maintained around the building perimeter before and during
construction. Irrigated landscaping and lawn areas are recommended with even distribution
around the structures. Irrigated areas will serve as supplemental moisture sources surrounding
the foundations and pavement areas. Accordingly, regular and uniform irrigation would be
required in these areas, particularly during dry and hot weather periods. Above-grade planters
may also be considered around the perimeter of the building with regular irrigation to maintain
light perimeter infiltration along pavement joints.
12 STUDY CLOSURE
This study is in nature, and the comments and recommendations contained in this report should
not be used as final geotechnical design criteria. Structure-specific supplemental borings and a
final geotechnical report should be performed prior to final design and/or construction.
The analyses, conclusions and recommendations contained in this report are based on site
conditions as they existed at the time of the field exploration and further on the assumption that
the exploratory borings are representative of the subsurface conditions throughout the site with
little variance beyond that found by the borings. If different subsurFace conditions from those
encountered in our borings are observed or appear to be present in excavations, Rone must be
advised promptly so that these conditions can be evaluated and our recommendations can be
reassessed as may be necessary. If there is a substantial lapse of time between submission of
this report and the start of the work at the site, if conditions have changed due either to natural
causes or to construction operations at or adjacent to the site, or if structure locations, structural
loads or finish grades are changed, Rone should be promptly informed and retained if necessary
if the changed conditions warrant review and reassessment.
It is important that Rone be retained to assist in design reviews or review those portions of the
plans and specifications that pertain to earthwork and foundation systems for this particular
project to ensure the plans and specifications are consistent with the controls and
recommendations provided in this report. It is also advised that Rone provide oversight and
monitoring services during construction to ensure that the controls required for design
requirements during earthworks construction are provided correctly and implemented efFectively.
posed Village Residential Walsfi anc ��- ` � '�
R�IVE /
�
This report has been prepared for the exclusive use of the client and their designated agents for
specific application to design and construction of this project. We have exercised a degree of
care and skill exceeding that ordinarily exercised under similar conditions by reputable members
of our profession practicing in the same or similar locality. The engineering services and solutions
provided herein are considered advanced, and while design and construction controls are
improved, no warranty, expressed or implied, can be made or intended.
13 COPYRIGHT 2021 RONE ENGINEERING SERVICES, LTD.
This report provides engineering services, and is in its entirety the sole property of the client, Rone
Engineering Services, Ltd., and its affiliates. Use of this report is subject to all applicable
copyrights. This report may be used in practice or referenced by any project party as necessary,
solely for the party's role on the project for which this report is prepared. Beyond that use, no part
of this report may be copied, downloaded, transmitted, or otherwise reproduced or stored, in any
form or means, except as permitted in writing by Rone Engineering Services, Ltd. Each
reproduction of any part of this report must include all copyright notices, registered trademark (0)
designations, and non-registered trademark (TM) designations.
Project No. 21-25470 sed Village'Residential Walsh Ranch ` � ��� A G E � 2
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Log Project No.
B-1 21-25470 Village Residential-Walsh Ranch •,
Boring Location Makers Way and E. Terminus Romelle St ����
Block 7fi, Lot 3 Fort Worth, Texas
Latitude Water Level Observations {feetj Date E N G I N E E R I N G
32.73627° N While Drilling Not Observed 8-25-21
Longitude At Boring Completion Not Observed e �
97.56588° W End of �ay Not Measured � a n
0 oi ;? t a
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a$ � c a ::Y o �•- ° d �•°
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a � Q � Stratum Description � z � � � � � a Y � •� � �
y T > G7 � O N� 'N > N N = C�7 �
� N N W �a a a�ia1°i md �0 3 �' �o
Approximate Surtace Elevation = 871.0 feet � O v� a� a u� LL-PL-PI � v� o � t)
CLAYEY SAiJD [SCy - hrown, with calcareous
nodules and organics 4.5+ 15
�=t
- weathered limestone fragment layer 4.5+ 38 38-15-23 7
867.0
WEATFEERE� LEMEST�NE - tan, severly weathered
5 with clay and sand layers 27-29-5012" 13
� 50/6" 14
50/2"
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� Boring Termina�ed at Apprflxim�tely 20 Feet
� Proposed Elevation = 874.8 Feet
E Approximate Grading = 3.8 Feet Fill
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Malenal 6aunB8nes are s roximale; m sau. transikions m be radual.
� Driller: Plat@ A.4
� Drilling Method: Continuous Flight Augers
Log Project No.
B-2 21-25470 Village Residential-Walsh Ranch
Boring Location Makers Way and E. Terminus Romelle St �� ��
Block 76, Lot 9 Fort Worth, Texas
Latitude Water Level Observations �feetj Date E N G I N E E R I N G
32.73579° N While Drilling Not Observed 8-25-21
Longitude At Boring Compietion Not Observed ,�
97.56579° W End of �ay Not Measured ' a y
o � - a
a � � y� N y� c a�
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a p >•- U Z yE U � dui
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� W Approximate SurFace Elevation = 869.0 feet � O uai a� a in LL-PL-PI � ui p` � cj
4�fDY LEAN CLAY [CL] - dark brown, witl�
organics and weathered limestone fragements
'EATHEREb �.1NlESTONE - tan
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4.5+ 65 39-15-24 18
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Proposed Elevation = 872.5 Feet
Approximate Grading = 3.5 Feet Fill
50/'/a"
50/'/4'
�y
21
�, Driller:
� Drilling Method: Continuous Fiight Augers Plate A.�J
Log Project No.
B-3 21-25470 Village Residential-Walsh Ranch
Boring Location Makers Way and E. Terminus Romelle St �l
Block 76, Lot 15 Fort Worth, Texas R� N E
Latitude Water Level Observations {feet] Date E M G 1 M E E R! N G
32.73531° N While Drilling Not Observed 8-25-21
Longitude At 8oring Campietion Not Observed a �
97.56559° W End of Day Not Measured = a v
O D7 w L Q
� y � N d r = � _
C �' d C a a�+ H � d•_ O � � O
$ o� � � O V �r Z y E � N fn
w'°' ° Stratum Descrip tion � z � � c � J � ' � N
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y >' Q- > d °1 ° °� �° 'w > � d = c°� E
� N N W �� a m a16i m°1 �0 3 Z` � o
Approximate Surface Elevation = 865.0 feet � O rn a� a v� LL-PL-PI � �n G � c�
FAT CLAY [CH] - dark brown, with organics and
weathered limestone fragements 4.5+ 16
863.�
WEATHERED LlME5FDNE - tan
� 50l'/i' 15
50l'/<"
5
, � 50l'/i' 15
50l'/<"
i0
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LIMESTpNE - gray
o � 50IY<" 29
Q 50l'/4'
" 15
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� 8oring Terminated at Approximafely 2fl Feef
� Proposed Elevation = 869.4 Feet
o Approximate Grading = 4.4 Feet Fill
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� Material houndariss are ap roxima[e; in s�iu, IransR�ons ma be raduaL
❑
N Driller: Plat@ A.6
� Drilling Method: Continuous F[ight Augers
Log Project No.
B-4 21-25470 Village Residential-Walsh Ranch
Boring Location Makers Way and E. Terminus Romelle St R� �j E
Block 72, Lot 3 Fort Worth, Texas
Latitude Water Level Observations {feetj Date E N G I N E E R I N G
32.73613° N While Drilling Not Observed 8-27-21
Longitude At Baring Completion Not Observed
97.56654° W End of Oay Not Measured ' �
a w
o � - �
o a� � t a
a � � y,� N y r � °� c
� ° � o > •° ca.� °' w z° � E ci � a .�
� � °� Stratum Description � �° � o � �� J � _ � d
m N E > y� `o + � c� Q � ' 'c �a
� 10 � �� F— C l0 •U! y y ?� �` C O
y W Approximate Surface Elevation = 876.0 feet � O vai a� a<n LL-PL-PI � rn ❑ � c�
FAT CLAY (CH) - dark brown, wi�h �al�areous
nodules and organics 3.00 27
4.25 20
872_6
SANDY LEAN CLAY {CL] - tan, with ferrous stains
5 4 50 50 41-17-24 11 0.0 108
�..:."
I-
�: .
425 60 31-16-15 12
F� :
' �—<
867.0
WEATFE�REp LEMESTONE - tan 50/5" 13
1(3
S
r ��� 50/1"
� 86'E.0 24
m � $ LINfEST�NE - gray
_
�
�
0
rn
r
0
�
v
� � 856.0 50/1 " 20
��� Boring Termina;ed at Appraxima[eiy 20 Feet
� Proposed Elevation = 877.5 Feet
o Approximate Grading = 1.5 Feet Fill
a
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a
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7
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C
�a MalerFal ppundanes are a %in�.7iB: m Siiu. Ifan5iiion$ m3 pe faduel
9 Driller:
L Qriiling Method: Continuous Flight Augers Plate A.%
Log Project No.
B-5 21-25470 Village Residential-Walsh Ranch
Boring Location Makers Way and E. Terminus Romelle St �
Block 73, Lot 3 Fort Worth, Texas R� N E
Latitude Water Level Observations {€eet} Date E N G I N E E R I N G
32.73557° N While []rilling Not Observed 8-26-21
�angitude At 8vring Completion Not Observed � �
97.56638° W End of Day Not Measured � a n
o a� �; t Q"
� y� Y N �� � Bl C
a� �c a Y o �._ o d �o
�° H � J� � E� Z ::� y � �v`�i
r ' � ° Stratum Description z � �� J � � � °�
E � ; 5 =' a w ` � � `
y >' a > y °' ° d � 'N > �' d � c°� E
� N m W � � a a�i afOi m.� �0 3 �' c o
N Approximate Surtace Elevation = 874.0 feet � O v� a� a rn LL-PL-PI � rn o � c..�
FAT CLAY �CFtJ - dark brown, with organics and
weathered limestone fragements 4 5+ 22
s77.o
WEATHER�D L1M�STONE - tan, with clay layers
50/6" 53 7
5
5015" 15
� - no clay layers 50/'/i'
50/'/4'
1D
}
�
o � 50/'/a"
�- 50/'/"
� �� FS
ti
U
C
(.1
�
v
rn
� 856.0
o LIMESTONE - gray
a�
= 50/'/<"
� 20 � 854.0 50/Y4'
� 8oring Terminated at Approximately 20 Feet
� Proposed Elevation = 874.9 Feet
E Approximate Grading = 0.9 Feet Fill
0
v
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0
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01
G
p
MaEeria! 6tlundanes are a mx�mate: �n siku, lransilions ma hE re7du.7l.
N Driller: Plat@ A.$
� Drilling Method: Continuous FlightAugers
Log Project No.
B-6 21-25470 Village Residential-Walsh Ranch
Boring Location Makers Way and E. Terminus Romelle St ����
Block 73, Lot 8 Fort Worth, Texas
Latitude Water Level Observations (feeEJ Date E N G I N E E R I N G
32.73514° N While Driuing Not Observed 8-26-21
Longitude At Bnring Comple[ion Not Observed ,�
97.56621 ° W =° �
End of Day Not Measured Q- N
o � " a
a � _ � y� N yY c � �
� � d a w o � •— � �d -o .�
� � >� U °� Z yE U � dw
L E� ° Stratum Description ��° � o�� J � � d
v � � > � m ° ` � � d a « = L � a
� m °� �� H �m u�iy N 3 �' co
N W Approximate SurFace Elevation = 872.0 feet � O vai a� a in LL-PL-PI � v� o � c�
SAN�Y LEAN CLAY (CL) - dark �rown, rr�ilh organics
and weathered limestone fragements 4.5+ 63 50-20-30 14
8'10.0
! WEATHERE{7 LIMESTONE - tan
` � 50/'/4'
5 — � 50/'%'
�
: � 50/'/i'
i 50/'/4'
i---i
' 50/'/i'
! q5 � 50/'/4'
�
855.0
' LlARESTQH� - gray
50/'/2'
2fl � 852.0 50/YZ'
Boring Terrninated a[ Approxima[ely 20 Feet
Proposed Elevation = 873.6 Feet
Approximate Grading = 0.4 Feet Cut
�
�
Maienai houndaries are a aximsle; irs srtu. irans�iions ma ba raduai.
Driller:
Drilling Method: Continuous FEight Augers Plate A..7
Log Project No.
B-7 21-25470 Village Residential-Walsh Ranch
Boring Location Makers Way and E. Terminus Romelle St �
Block T4, Lot 3 Fort Worth, Texas ��� E
Latitude Water Level Observations {feety Date E N G I N E E R I N G
32.73447° N While Drilling Not Observed 8-30-21
Longitude At 8aring Completion Not Observed � �
97.56613° W End of [?ay Not Measured � °' y
o a ;; t a
� N � N d Y � CI �
Q �' � C a a.d+ Y O �•_ O G) � O
� 0 � _ � ,O U � Z � J � �j G) N
a F a � Stratum Description � z ~ � °� °�� � � � �
e �
� o y� = d a r � o a
� T � ym d� 'w> .N m oE
� N y W � a a a=i a`0i R.d o 3 � � o
Approximate Surtace Elevation = 862.0 feet � O �n a� a rn LL-PL-PI � cn o � c.�
•;: FILL- FAT CLAY (CH) - tan, with weathered limeskane
�' 861.0 fragments
SANDY LEAN CLAY {CL] - brown, with calcareous 4.5+ 60 38-14-24 10
;'�
nodules
� 42-5013" 10
�f
5 ;� 7-11-16 15
;�! N=27
:ii 856.6
� f LFa4N CiAY [CL] - tan, with ferrous stains and trace
f calcareous nodules 4-10-13
�N-23 96 46-14-32 21
f
�. 853.0
WEATH�FtE[] tlME57DN�- tan, with clay seams 50/4" 2�
�o
s��.a
LIMESY[3NE - gray
0 50l'/i'
,� � � � 50l'/<"
m
0
e
c'�i
d
0
rn
L
O
N
� rJ0���4 �
� �� � � 842.Q 50/Y<"
� Boring Terminated at Approximately 20 Feet
w Proposed Elevation = 8BS.5 Feet
o Approximate Grading = 3.5 Feet Fill
a
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Ivta[eriaf nn,mdarr_s �ra a roxima�e: �n silu. iransiiinns ma be raduar.
a`
N Df11ef: Plate A.10
F Dri1ling Method: Continuous Fligh[ Augers
Log Project No.
B-8 21-25470 Village Residential-Walsh Ranch
Boring Location Makers Way and E. Terminus Romelle St R� N E
Block 74, Lot 8 Fort Worth, Texas
Latitude Water Level Observations {feetj Date E IY G I H E� R I N G
32.73409° N While Drilling Not Observed 8-30-21
Longitude At Baring Campletion Not Observed ,�
97.56609° W � �
End of �ay Not Measured a N
o c - Q
a � y y N yY c � c
$ � w
�° � o >•° c°'.� °' w z° d� v � d'y
a T a';� Stratum Description �� � o=� e Q � � o •� ;� �
� N � °� @� � cm w� �' d = c�iE
m
� W Approximate Surface Elevation = 860.0 feet � O ai a� a in LL-PL-PI � ai o � c°�
'��" � FI�L- FAT CLAY (CH) - tan, with weathered limestone
1•'�`.
n 859.6 fragmen;s 4 5+ 9
�� � SANDY FAT ClJ1Y (CH] - brown, with calcareous
_ nodules
4.5+ � 58 � 59-17-42 � 14
5 —1. ,,F.
1
�:
�0 ,
849.
1
50/'/z"
50/Y4"
50/'/<"
50/'/<"
SAN�Y LI
nodules
I3orfng Terminated at Apprvximately 20
Proposed Elevation = 8fiQ.2 Feet
Approximate Grading = 4.2 Feet Fill
calcareous
E- tan, with clay seams
3.00 � 69 � 45-18-27 � 20
3.75
3.00
23
22
y Driller:
� Drilling Method: Continuous Fligh; Augers Plate A.� �
Lag Project No.
B-9 21-25470 Village Residential-Walsh Ranch �--
Boring Location Makers Way and E. Terminus Romelle St R�� E
Block T4, Lot 12 Fort Worth, Texas
Latitude Water Level Observations [feetj Date E N G I N E E R I N G
32.73407° N While Drilling Not Observed 8-26-21
Longitude At Boring Comp€etion Not Obsenred � �
97.56658° W End of �ay Not Measured � a N
o ai �; r a
� � N y � 61 �
Q �' � _ �
a �Y o �r o � '6•—°
$ o� _ >O t� E Z yE � w�n
a E a�° Stratum Description � z � � c 61� J ` � 'c �°'
�e Q � o =�
T a
m > dd ° d� 'w> � m � c°�E
� �� W � a a a�i a16i �°' �0 3 Z' c o
Approximate Surface Elevation = 863.0 feet � O v� a� a v� LL-PL-PI � rn o � c�
LEAN CLAY {CLj - dark brown to tan, with� argani�s,
weathered limestone fragmets, and trace calcareous 4 5+ 4
nodules
4.5+ 96 40-15-25 9
- tan, with ferrous stains and light gray seams
5� 4.5+ 95 48-14-34 16 0.0 109
/
4.5+ 16
��
" 4.5+ 16
�
ij�
i p '%-'
�%. 852.6
WEA7H�RED LIMESFONE - tan
= 50l'/2'
a ` � 50l'/4'
�' 15
�
�C
C�.i
N
❑
Q1
L
O
N �
, o � rJ�%��4 �
� } �sas.o 5a�i4�
�' zfl Boring Terminat�d at Apprnxiinately 20 Feet
� Proposed Elevation = 8E4.8 Feet
� Approximate Grading = 1.8 Feet Fill
0
L
m
[6
�
Ca7
N
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J
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-6
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FAa�erial houndaries arc a ro�imaie: in sisu. Vansitiarrs ma he radual.
N Driller: Plat@ A.� 2
� Drilling Method: Continuous Flight Augers
Log Project No.
B-10 21-25470 Village Residential-Walsh Ranch
Boring Location Makers Way and E. Terminus Romelle St R�� E
Block 74, Lot 23 Fort Worth, Texas
Latitude Water Level Observations {feetj Date E N G I ry E E R I N G
32.73456° N While Driping Not Observed 8-30-21
Longitude At Baring Completian Not Observed
97.56667° W End of l�ay Not Measured ' Q- N
� � a
a � � `w ,� N a`�i r c � c
� o� � d o a �� o a•— o 'd 9 0
i a p >•— U z y E U ?� m N
� N � '� Stratum Description � � o ° � � � a J � � � = a
� m � �� H C R•ul d �N �i �' L O
� W Approximate Surtace Elevation = 864.0 feet � O vai a� a in LL-PL-PI � rn p � c,�
SANDY LEAiJ CLAY (GLj - brawn to tan, with
calcareous nodules and organics 4.5+ 15
�
� 4.5+ 61 45-16-29 13
i; =. _
5 f; �
857.
%
i
%
10 � 854.
s
s 850.
! �
15—! , .
�
L
O
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C
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�
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E
0
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�
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d
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3
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L
N
=AN Cir4Y [CL] - tan, with ferrous sEains, sand,
calcareous nQdules
NE - tan,
- gray
Baring Terminated at Approximatel�
Proposed �levation = 868.7 Feet
Approximate Grading = 4.7 Feet Fill
seams
eet
7-12-25
N=37
16-14-11
N=25
50/4"
50/'/<"
50/'/i'
50/'/i'
50l'/4'
79
�
�
m
�
�
�, Driller:
� Drilliiig Method: Continuous Ffight Augers Plate A.� 3
Log Project No.
B-11 21-25470 Village Residential-Walsh Ranch
Boring Location Makers Way and E. Terminus Romelle St �
Block 73, Lot 14 Fort Worth, Texas R� f� E
Latitude Water Level Observations {feetj Date E N G I N E E R I N G
32.73497° N While Drilling Not Observed 8-26-21
Longitude At 8oring Comple[ion Not Observed � �
97.56671° W End of Day Not Measured � a N
o ai �; r a
Vl y N y yN,, � � �
a � C a N O �. p � .6 O
$ ° ~ � ' � U E � � 1.07• � d •• m
� � ° Stratum Description °' Z ~ °� J ` y
a E a'm � c °� __' a r ' � �a
>. d d�a 'w > .N d = c°� E
� N N W � a a a�i a1°i R°' 0 3 Z` c o
Approximate Surface Elevation = 869.0 feet � O cn a� a u� LL-PL-PI � v� G � c�
CI..AYEI' SAND (SC) - dark brnwn, with organics,
.r^;; calcareous nodules, and weathered limestone
:�� fragements
: I�
4.5+ 2g 51-21-30 17
865.0
WEATHERED LIMESTONE - tan 50/1"
�r � 50/'/="
5 j
s
50/'/i'
� 50/Yz'
i
858A
LIMESTONE - gray
r
Q
� ��S
CS
V
C
U
41
O
�
L
O
N �
�
C 5����2 1
� �0 � 849.0 50/'/<"
� Boring Terminated at Approximately 20 �eet
y Proposed Elevation = 871.4 Feet
E Approximate Grading = 2.4 Feet Fill
0
�
a�
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m
�
�
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0
n
0
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N�71
p
6l
C
v
Material boundanas are a rnx�rnate: in silu. uansilions ma �e r�tlual.
N Driller: Plat@ A.� 4
F Drilling Method: Continuous Flight Augers
Log Project No.
B-12 21-25470 Village Residential-Walsh Ranch
Boring Location Makers Way and E. Terminus Romelle St R� � E
Block 73, Lot 22 Fort Worth, Texas
Latitude Water Level Observations �feetj Date E N G I N E E R I N G
32.73556° N While Drilling Not Observed 8-27-21
Longitude At Saring Completion Not Observed ,�
97.56690° W End of Day Not Measured ' a �
0 C .. N
O � 71 L Q'
Q �' �1 y N y Ul C � �
� c� c d c a �: o a'= o '°' �,o
n >•— U Z E V v y
Q; Q�° Stratum Description � z � o� � e Q � ; o � w�
o<n' s ,�, d d � ;,� •v, a� y — � o Q
�a �� H Cm ury � 3 Z' �O
� W Approximate SurFace Elevation = 876.0 feet � O cai� a� a in LL-PL-PI � rn o � c�
FAT CLAY {GHj - dark brown, wilh caicareous
nodules and organics 4.5+ 24
4.5+ � 83 � 61-19-42 � 17
5 ,
� SANQY LEAHk CL4Y CL - tan, with ferrous stains 4.50 15
!/ 1 and calcareous naduies
- tan, with clay seams
0
�� 7
- gray
13orfng Terminated at I�pproximatel�
Proposed Elevation = 878.9 Feet
Approximate Grading = 2.9 Feet Fill
17-18-13 I I 51 I 38-16-22 � 10
N=31
50/'/<" + I I � 30
50/" I
50/'/i' I I I I 13
50/"
50l'/i' � 27
50/"
�, Driller:
� Drilling Method: Continuous Flight Augers Plate A.� 5
Log Project No.
B-13 21-25470 Village Residential-Walsh Ranch �
Boring Location Makers Way and E. Terminus Romelle St R�� E
Block 72, Lot 9 Fort Worth, Texas
Latitude Water Level Observations (feet) Date E N G I N E E R I N G
32.73591° N While Drilling Not Observed 8-27-21
Longitude At Boring Completion Not Observed � �
97.56740° W End of Day Not Measured = a n
o a� ;: L a
� y � N � � � O1 �
G �' � C a ..d. y p �•— O W -a O
$' 0 � � � O V � w+ Z � E �% � GI Vl
� ' � ° Stratum Description °' z ~ °� � � J � � ` °
F J ` w� _' a « ' � =a
y T a •� y 01 � N 9 �f/1 > N y (.� �
� N y W � a a a�i a1°i � 07 �0 3 �' = c
Approximate Surtace Elevation = 882.0 feet � O v� a� a cn LL-PL-PI � v� o � t�
FAT CLAY (CH) - dark brown to tan, with calcareous
nodules and organics 3.25 9
4.25 72 57-23-34 14 102
5 - tan, with ferrous stains and calcareous nodules 4.50 90 54-19-35 14
3.25 17
873.0
WEATHERED LIMESTONE - tan 50/4" 16
10
R � 50l'/4' 21
�' 15
�
U
.�
U
..�.
N
m
N
L
O
N
� �J����2 � � 8
� �a � 8sa.a
� Boring Terminated at Approximately 20 Feet
w Proposed Elevation = 882.8 Feet
� Approximate Grading = 0.8 Feet Fill
0
�
m
ro
`m
m
N
�
.�
7
N
N
a
C
O
�
O
C
,N
O1
O
�
C
p
Material boundaries are a roximate: in silu, transilions ma be radual.
N Driller: Plat@ A.� s
� Drilling Method: Continuous Flight Augers
Log Project No.
B-14 21-25470 Village Residential-Walsh Ranch
Boring Location Makers Way and E. Terminus Romelle St '�
Block 72, Lot 14 Fort Worth, Texas ��� E
Latitude Water Level Observations �feet) Date E N G I N E E R I N G
32.73539° N While Drilling Not Observed 8-27-21
Longitude At Boring Cvmpfetion Not Observed ,�
97.56767° W y = Q ,�
End of Qa Not Measured y
� � ' a
Q �' C y� N y�,�q, C � C
� � a, a �n o � •— � '� � .o
� p >o U d" Z +`y�E (� � dm
� E� a'� Stratum Description � Z o o� � e a-' 3 0 •_ ��
� cn E � °'u°�i � �� y> •y m = c°�E
� W Approximate Surtace Elevation = 880.0 feet � O vai a� a m LL-PL-PI � v3i p � c°�
FAT CLAY {CFE] - dark brown, with calcareous
nodules and organics
67
i
1
�
�
0
�
v
�
�
a�
�
L
E
0
�876.
�
=AN CLAY [CL� - tan, with ferrous stains, sand, and
calcareous nodules
TaNE - tan, with clay seams
LIMrS 1 C7EVk - gl"2y
Baring Terminated at Approximately
Proposed Elevation = 879.7 Feet
Approximate Grading = 0.3 Feet Cut
�
.�
>
�
�
�
C
O
�
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C
�
3
L
y
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C
o hlateriai bmmdArres are a�m
N Driller:
� EYrilling Method: Continuous Flight Augers
1.00 24
4.5+ 21
4.5+ 78 46-18-28 15
4 25 83 42-17-25 17 108
� 3.75 15
50/'/4' � I I I 21
50/'/z' I I I I 26
Plate A.17
Log Project No.
B-16 21-25470 Village Residential-Walsh Ranch
Boring Location Makers Way and E. Terminus Romelle St R�� E
Block 74, Lot 27 Fort Worth, Texas
Latitude Water Level Observations jfeety Date � r� G i �v E E R 1 N G
32.73458° N While Drilling Not Observed 8-26-21
�ongitude At 8oring Completion Not Observed ,�
97.56718° W � o, ,�
End of Qay Not Measured y
o � - a
C �' �1 y N y N C � L
$ � d � a � w o a -' ° �d � .o
° o >•° c� °f -• z g E c� � � u,
Q E� a�;, Stratum Description � z � o= � e Q J ; o .= w�
� N R °� �� � =m ay �' d = c°�E
N W Approximate Surtace Elevation = 871.0 feet � O uai a� a'v� LL-PL-PI � vi o � cj
' LEAN CLAY (CL] - dark brown to tan, with organics
= and trace calcareous nodules
� 4.5+ 19
�
4.25 20
5 � 4.50 82 42-17-25 14 -0.2 110
' - tan, with ferrous stains
3.50 17
�
,,,
;; ; 4.5+ 12
��
.:�
1�
i,
:%if
f%
J
f
i
F
o �: `� 4.5+ g7 47-16-31 15
a F
m 15 FF.
� '�•
� �,�
m �
o �
rn �
w f/, 853.0
0 1NEAT#1ERED LIMESTONE - E�n
�
� i
3
� �� � 851.0 50/Yz��
�, Boring Terminated at Approxima[eiy 2Q Feet
� Proposed Elevation = 877.7 Feet
o Approximate Grading = 0.7 Feet Fill
�
a�
m
�
�
�
�
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a�
0
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0
U
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L
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7
L
N
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C
'o Ma[enAl hournianesare a prormale: in si[u. Irans�hrms ma �e radual.
N Driller:
L Drilling Method: Continuous F[ight Augers Plate A.� 9
Log Project No.
8-17 21-25470 Village Residential-Walsh Ranch �,.
Makers Way and E. Terminus Romelle St �
Boring Location � � � �
Block 7�4, Lot 17 Fort Worth, Texas
Latitude Water Level Observations (feet] Date E N G I N E E R I N G
32.73421° N While Drilling Not Observed 8-26-21
Longitude At BQring Gampletion Not Observed a �
97.56702° W End of Qay Not Measured � a n
O Dl d L �
� y � N � Y C � �
a �' � L a a.d+ y p �•_ O W -a .O
� � H C y O V �� Z a.d. J 01 � C N
w � � ° Stratum Description � z � � _ °�a � � �� � �
E __ a r =
� (n � j � � O � � •N > y N G �
� y W � a a a�, a1°i m.�' �0 3 Z' = c
Approximate Surface Elevation = 867.0 feet � O �n a a a rn LL-PL-PI � m o � c�
�;- CLAYEY SAi�I� [5C) - dark brawn, with organics,
866_p calcareous nodules, and weathered limestone 15-50/6" 7
fragements
W�ATHERED LIMESTONE - tan, with clay fayers
50/2" 12
50/'/2'
Y � 50l'/<"
5
50/'/i'
� 50IYi'
1D
853.0
o � LIMESTONE - gray 50/'/i'
� 50/'/<"
�
�
�
�
�
m
6
�
L
O
N
D 50/'/<„
� 2 � 847.Q 50/'/<"
� 8aring Terminated at Appraximateiy 2� Feet
� Proposed Elevation = 867.6 Feet
o Approximate Grading = 0.6 Feet Fill
a
�
m
`m
w
m
a
�
>
�
�
0
C
O
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O
C
y
01
O
p1
C
Material ho�ndar�es �re a roxinv�te: in siiu. transihons ma be radual.
6
N Driller: Plat@ A.2�
� Drilling Method: Continuous �light Augers
Log Project No.
B-18 21-25470 Village Residentiai-Walsh Ranch
Boring Location Makers Way and E. Terminus Romelle St R� �j E
Block 74, Lot 30 Fort Worth, Texas
Latitude Water Level Observations jfeetJ Date E td G I N E E R I ry G
32.73461° N While i]rilling Not Observed 8-26-21
Longitude At 8oring Cvmpletion Not Observed ,,,,
97.56761 ° W =' °
End of Day Not Measured a N
o = - a
a �' C y� N y� C � C
�' � � O ; � U �� Z � E U j D 0
a T a �� Stratum Description ` Z � � C = a Q J � o C w`7
°' rn E � d d ° d� 'N d — � o a
� m °� �� H �m �ny y 3 Z` co
N W Approximate Surtace Elevation = 874 0 feet � O uai a� a in LL-PL-PI � rn o � c,�
FAT CI..AY {CHj - brown, with calpareous nodGles and
organics
4.5+ 21
4.5+ 87 55-21-34 18 1.9 111
870. Q
SANDY LEAN CLAY (CL) - tan, with calcareous
5 nodules 4.5+ 56 40-18-22 13
� 857.0
WEATHERE€7 L,IM�STONE - tan, with clay layers 50/5" 13
�
50/3" 18
� a - no clay
�
r
r
a � 50/'/<"
°� � �r 50/'/i'
�
U
.0
U
�
O
C� �
R1
L
O 3
� 855.0
� LIMESTqNE- gray 50/'/<"
� 2� � 85�.0 50/'/<"
�, Boring Terminated a[ Apprvximaiefy 20 Feet
� Proposed Elevation = 87G.3 Feet
o Approximate Grading = 0.3 Feet Fill
a
m
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A
m
N
a
m
>
�
�
�
C
O
U
N
a
O
C
D
3
L
N
QI
4
Q1
C
o Ma�er�ai Eaundnnes are ao raorimats: in situ, trar,si�ions ma he radual.
N Driller: Plat@ A.2�
� Drilling Method: Continuous Flight Augers
Log Project No.
B-19 21-25470 Village Residential-Walsh Ranch
Makers Way and E. Terminus Romelle St �J
Boring Location R � [�I E
Block 74, Lot 35 Fort Worth, Texas
Latitude Water Level Observations {feetj Date E N G I N E E R I N G
32.73421° N While Drilling Not Observed 8-26-21
Longitude At Boring Camplelion Not Observed � �
97.56785° W End of �ay Not Measured = a n
o y L a
o a�
y � N � N L � C
� a � �� a w y � �!_' O � 9 O
o� � � o V d.. Z Y� C.1 d H
� ' � ° Stratum Description � z � � � �� J � � '" � °
� _' a = ' � =Q
d ,, °' ; r°' ° °'� •�> .y d � ��
� y� W �� a a=ia�0i md o 3 �' co
Approximate Surface Elevation = 871.0 feet � O v� a� a v� LL-PL-PI � rn o � t�
CLAYEY SAN� [5C) - brown, wi[h weathered
limestone fragments and organics 4 5+ 9
i;
°% :
;;:� 4.5+ 45 35-19-16 12
•'' y 86T.0
WEATHERED LlMES7dNE - tan
5 � 50/'/i'
50/'/<"
� 5011 "
50/Yi'
10
858.0
L11N�ST�NE - gray
0 50/3" 17
�' 15
m
U
C
V
N
a
m
�
L
O
� r:
� 50/'/z'
E � �i851.0 50/'/<"
°' �� Haring Terminated at Approximately 20 Fee[
� Proposed Elevation = 873.5 Feet
o Approximate Grading = 2.5 Feet Fill
�
�
�
4
N
�
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>
N
N
�
N
O
U
N
d
O
C
�N
�
�
G
�
Material hrnindanzs a�e a rox�mafa: tn silu. IransiGor�s�ma be dual.
N Driller: Plate A.22
� Drilling Method: Continuous Flighi Augers
Log Project No.
B-20 21-25470 Village Residential-Walsh Ranch
Boring Location Makers Way and E. Terminus Romelle St
Block 74, Lot 40 Fort Worth, Texas ��� E
Latitude Water Level Observations �feef] Date E N G I N E E R I N G
32.73453° N While Drilling Not observed 8-26-21
Langitude At Borir�g Completion Not Observed ,,,,
97.56814° W y = a ,�
End of Da Not Measured ,�
o � - a
o s ;; r
a � � y,� N `y � c °� c
� ° F' o � ° v d `v,' Z � .E v � � .�
a T Q�;, Stratum Description L� � o�� e Q J ; o.� ��
°� � � > d� o a� .�,d _ � ;Q
1p % y N
� � W Approximate Surtace Elevation = 875.0 feet � O vai a a' a in LL-PL-PI � v3i o � tj
LEAN CLAY (CL) - dark hrown to tan, with calcareous
� nodules, ferrous stains, and organics 4.5+ 17
,�
��
4.5+ 10
��
5 ,'/ 4.5+ 80 34-16-18 12 0.0 106
�� - tan, with ferrous stains
/j'
� 4.5+ 13
�
��
866.0
WEATHER£p LiMESTONE - tan 50/3" g
10
a �' � 50/3"
� � � � r 50/2"
�
.�
�
m
0
m
r
0
�
�
� 50/4" 14
� 2p 855.a
�, Boring Terminated at Approximately 20 Feet
� Proposed Elevation = $75.7 Feet
o Approximate Grading = 0.7 Feet Fill
ti
m
�
m
m
N
�
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�
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N
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C
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7
L
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OI
❑
�
�p M.7:�n�1 htl7mdpn65 erC e reximate; m silu. transxmns ma EtC fe�dliei.
� Driller: Plat@ A.23
� Drilling Method: Continuous Flight Augers
Log Project No.
8-23 21-25470 Village Residential-Walsh Ranch � -
Boring Location Makers Way and E. Terminus Romelle St R�� E
Block 72, Lot 40 Fort Worth, Texas
Latitude Water Level Observations �feetj Date E N G I N E E R I N G
32.73426° N While Drilling Not Observed 8-27-21
Longitude At Boring Completion Not Observed � �
97.56855° W End of Oay Not Measured o � a a
0 oi :; L
� � N y = DI �
a � C a « y � d �= 0 G� � O
�+ � d O N« �� C� � 01 fA
� ' � ° Stratum Description ° �z ~ � � � Y J � � = °
E J ` °� _' a 3 ' � �a
y y E > `w °' ° °' a '�n > .'� a� = c°� E
o � W R� a ma16i �d o 3 �' �o
Approximate Surface Elevation = 873.0 feet � O v� a a a cn LL-PL-PI � v� o � c�
SANDY LEAN CLAY {CLj - brawn, with calcareous
nodules 4.25 26
4.5+ 66 36-19-17 17
5 _ • 4.5+ 17
�ii7 i]
WEATHERED L1lVIE5T�NE - tan
� 50/'/z'
50/'/<"
10
� � 50/'/z'
° 50/Y<"
a
�' 15
�
U
C
L�.1
CS
O
�
.�. 85J.O
o tEMES�'ONE - gray
�
� 50/'/i'
� 2� � 853.� 50/'/<"
� 8oring Terminated at Approximately 20 Feet
y Proposed Elevation = 874.8 Feet
o Approximate Grading = 1.8 Feet Fill
a
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N
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N
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U
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W
❑
CA
C
— MaEenal noundanes are a ro�nmate: in s�W transi[eons ma he radufll.
`a
� Driller: Plat@ A.26
� Drilling Method: Continuous Flighi Augers
Log Project No.
B-24 21-25470 Village Residential-Walsh Ranch
Boring Location Makers Way and E. Terminus Romelle St R� N E
Block 72, Lot 8 Fort Worth, Texas
Latitude Water Level Observations {feet] Date E[d G I A[ E E R I hf G
32.73386° N While DriEling Not Observed 8-30-21
Longitude At 8aring Completipn Not Obsenred ,�
97.56841 ° W =' �
End of Day Not Measured a �
o � ^ a
a � � v,� N d� c °i c
� o � � do a �� c �•— � '� -oo
a p >•— U Z yE U � drn
a; Q�� Stratum Description � z � o �= e Q J ; o.� w d
� N � d "' y H C l0 •N � •y d v�
� W Approximate Surtace Elevation = 868.0 feet � O vai a� a in LL-PL-PI � ai p � cj
SANDY FAT CLAY {CH] - brown
4.5+ 65 53-21-32 18
5
1
0
�
L
O
N
�
C
�
� 2q
�
L
E
0
64
57.
- gray
- tan, v+n[n ciay seams
50/4"
50/4"
50l'/z'
50/'/4'
ksormg ierm�nated at Apprnximately 2Q Feet
Proposed Elevation = 870.3 Feet
Approximate Grading = 2.3 Feet Fill
�
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>
�
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N
O
U
d
O
C
�
7
L
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�
�71
C
'o Mnleria3 Ac
N Driller:
� Drilling Method: Continuous
�
4.5+
18
8
16
Plate A.27
Log Project No.
8-25 21-25470 Village Residential-Walsh Ranch
Boring Location Makers Way and E. Terminus Romelle St ��� C
Block 72, Lot 15 Fort Worth, Texas G
Latitude Water Level Observations (feet) Date E N G I N E E R I N G
32.73372° N While Drilling Not Observed 8-30-21
Longitude At Boring Completion Not Observed � �
97.56895° W End of Day Not Measured � Y" N
0 oi �; r �"
� y � N � � � Ol �
G � d L a •+ N O �.
� O � � O
� � � � O V E•+ Z � E N «. d V)
« ' °' °- Stratum Description � z � � c 61� ' J ` � c � °'
E �' a w ' � a
a �, a m ` m ° "' �o 'w > y m � c°� E
��� W R� a a�ia16, md c 3 �' �o
Approximate Surface Elevation = 871.0 feet � O rn a a a rn LL-PL-PI � rn o � c.�
SANDY FAT CLAY (CH) - brown
869.d
WEATHERED LIMESTONE - tan, with clay seams
45-50/5" 30 6
50l'/<"
i� 5����z �
5
i, 50�,�=�
50/'/4'
1
p
°7 4 5
�
� 855.�
i LIMESTONE - gray
a
m
rn
L
O
N
� 5����2 1
� 2Q �� 851.0 50l'/4'
� Boring Terminated at Approximately 20 Feet
� Proposed Elevation = 873.1 Feet
o Approximate Grading = 2.1 Feet Fill
�
d
�
�
a
�
v
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>
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�
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N
O
U
N
L
O
C
W
01
P
r3!
� Material bnundanes are a roximate: in silu. Iransitions ma be radual.
0
N Driller: Plat@ A.Zv
� Drilling Method: Continuous Flight Augers
Log Praject No.
8-26 21-25470 Village Residential-Walsh Ranch
Boring Location Makers Way and E. Terminus Romelle St R� � E
Block 7'S, Lot 19 Fort Worth, Texas
Latitude Water Level Observations {feetj Date E N G I N E E R I N G
32.73441° N While Drilling Not Observed 8-27-21
Longitude At Baring Campletion Not Observed ,�
97.56918° W y = �
End of Da Not Measured a y
o � - a
a � '� d N y w c �
� a~ o >° U °'w z° y� V � dv�i
a ._
� s � Stratum Description � �° � o � � � � � w � �
m N E > �� `o �c �� a « ' '_ �a
o y W A S - 1°� a a�iw �d �0 3 �` co
;
� 877.
5
i:� :
�//r
%� /
/f.
i .•
i' '.
1 Q .;,,
Ii;: ' 870.
pproximate urface Elevation - 881.0 feet
�T CLAY �CHj - dark prown, with calcareous
nodules and organics
� O �n a� a m LL-PL-PI � �n p � c�
4.5+ 22
4.00 � 96 � 81-27-54 � 25
=AN CLAY (CLj - tan, with ferrous stains an
calcareous nodules
4.5+
15
4.00 � 80 � 43-14-29 � 16
4.5+
❑ LIMESTONE - tan
r
�
` 1
�
U
.0
L
U
N
O
N
�
N
L
O
N
�
C
.�
�z
�
L
E
0
50/'/z'
50/'/4'
� .o
Boring Terminated at Approximately 20 Feet
Proposed Elevation = 882.6 Feet
Approximate Grading = 1.6 Feet Fill
�
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>
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�
a
c
0
�
0
C
�
7
L
N
.Cii
a
m
c
a h7aEenal tnund
N Driller:
F Drilling Method: Continuous Fli
50/'/i'
50l'/<"
15
Plate A.29
Log Project No.
B-28 21-25470 Village Residential-Walsh Ranch
Boring Location Makers Way and E. Terminus Romelle St ����
Block 72, Lot 30 Fort Worth, Texas
Latitude Water Level Observations {feet] Date E N G I N E E R f N G
32.73531° N While Driliing Not Observed 8-27-21
Longitude At Borii�g Campletion Not Observed ,�
97.56984° W End of Day Not Measured ' a y
o = Q
o a� a> 'r
� N L
a �' � y� yw C � C
� o� c d o a �y ° a'— ° d �.o
a p >•— C) Z y E U ?� d m
a T a';� Stratum Description L� � o� � e Q � � e � ;� �
� N m °� �� � cm v�iy •`� d ' c�iE
N W Approximate Surtace Elevation = 895.0 feet � O uai a� a in LL-PL-PI � v3i o � cj
FAT CLAY (CH) - dark brown, with sand and
calcareous nodules
� 50/'/i'
50l'/<"
- weathered limestone fragements
4.5+ 7g 58-19-39 14
5 4.5+ 23
889.0
SANDY LEAN CLAY [CL} - tan, with ferrous stains
� and trace calcareous nodules
4.5+ 50 41-16-25 12
�
� 2.50 17
:`i
10 ��" � 885.0
WEATHERED lI3NEST4iV� - tan
s
°n , � 50/'/z'
`' 15 > � 50/'/4'
U
C
U
N
O
m
L
O
N
�
�
� �o �a��.o 5oii<��
�, Boring Terminated at Apprnximately 20 Feet
� Proposed Elevation = 897.9 Feet
o Approximate Grading = 2.9 Feet Fill
�
�
R
m
v
w
a
m
>
a�i
�
0
C
O
U
N
a
0
c
a
�
c
�
�
rn
c
o Ma�enai bouiidaries are �pprnz�mate:+n s�w. iransit;ans ma ka radual.
9 Driller: Plat@ A.3�
� Drilling Method: Continuous F[ight Augers
Log Project No.
8-29 21-25470 Village Residential-Walsh Ranch
Boring Location Makers Way and E. Terminus Romelle St �
Block 72, Lot 35 Fort Worth, Texas R��I E
Latitude Water Level Observations (feet) Date E N G I h1 E E R f N G
32.73512° N While Drilling Not Observed 8-27-21
Longitude At Boring Completion Not Observed � �
97.57059° W End of Day Not Measured � Q' w
o rn ;� L a
Y N N C � C
G � y= d r�n O � C) � a�i �n
x�� o �.� v Ew Z �,E
a � Q �;� Stratum Description L z � � � = o Q J � � �< < �
a
T 01 � N 9 �N � ,y d = f�.l E
� N m W � a a a�i a1°i m.°_' 0 3 �` c o
� Approximate Surface Elevation = 890.0 feet � O cn a a a v� LL-PL-PI � �n G � t�
WEATHERED LIMESTONE - tan
i 5oriz �
sor/<"
� 50/'/<"
50/Y�'
5 �
884.0
FAT CLAY (CH) - dark brown, with calcareous
nodules 4.5+ 26
4.50 93 70-24-46 26
1d
877.0
LEAN CLAY (CL) - tan, with ferrous stains
� 3.50 15
0
a
m 15 %i
'� ' f;
c 'F,
w � �i`.
n 'f- 873.a
� WEATHERED LIMESTONE - tan
L
O
N
� —.
s 50/'/i'
� 2 � 87�.D 50/'/<"
� Boring Terminated at Approximately 20 Feet
� Proposed Elevation = 894.6 Feet
o Approximate Grading = 4.6 Feet Fill
a
�
�,
�
w
w
�
.�
>
�
�
�
c
0
�
0
r
N
QI
O
@
C
— Malr.rial boundaries are a roxima[e: in situ, lransitions ma be radual.
`o
� Driller: Plat@ A.32
� Drilling Method: Continuous Flight Augers
Log Project No.
B-30 21-25470 Village Residential-Walsh Ranch
Boring Location Makers Way and E. Terminus Romelle St R��j E
Block 72, Lot 39 Fort Worth, Texas
Latitude Water Level Observations (feet) Date E N G I N E E R I N G
32.73449° N While Drilling Not Observed 8-25-21
Longitude At Boring Completion Not Observed ,�
97.57040° W End of Day Not Measured ' Q- �
� a
O 01 ,4; L
Q. � � y w N y w = � C
�' p T � y � Q, �� p d'- � Ol 9 O
r � p >•— U 2 y E U ?� a> vi
� T a'� Stratum Description ` Z o o= = e Q � � e = ��
rn E d a d� 'w �' — � o a
� � d w H =R N> .y ar uE
y W Approximate Surtace Elevation = 885.0 feet � O ai a� a in LL-PL-PI � cn o � cj
;�, LEAN CLAY (CL) - dark brown to tan, with organics
and calcareous nodules
f� 4.5+ 25
�f�
/,
�� 4.5+ 14
�
- tan, with sand
5 i 4.5+ 85 43-9-34 13 0.0 26 10,200
�
� 4.5+ 12
I
4.5+ 12
1
E;
�
�
� � 871.0
n WEATHERED LIMESTONE - tan, with clay layers 27-50/2" 57 29-12-17 9
�' 15
�
�
�
m
0
rn
L
O
N
�
� z i 50/1" 28
� 2� + 865.0
�, Boring Terminated at Approximately 20 Feet
� Proposed Elevation = 890.4 Feet
o Approximate Grading = 5.4 Feet Fill
a
�
m
�o
�
N
D
N
>
N
N
a
C
O
U
N
n
0
c
D
7
L
N
m
O
�
C
o Material boundaries are a roximate; in situ. Iransitions ma be radual
N Driller: Plat@ A.33
� Drilling Method: Continuous Flight Augers
Log Project No.
B-31 21-25470 Village Residential-Walsh Ranch
Boring Location Makers Way and E. Terminus Romelle St �� � C
N/A Fort Worth, Texas G
Latitude Water Level Observations (feet) Date E N G I N E E ft 1 N G
32.73401° N While Drilling Not Observed 8-25-21
Longitude At Boring Completion Not Observed e �
97.56978° W End of Day Not Measured o � � a
p � r L
� N � N � Y � DI �
a � C ..d. ,p •- O � 9 C
$ y d r�i! O
� � o � o v E.. Z � E t1 m �n
r Stratum Description � z ~ � � �� ~ J � � '= � �
E � Y c c' a � � � �
a �, a m � o �� —
� � m W � � a a�i a10i m.d �c 3 2' = c
� Approximate Surface Elevation = 881.0 feet � O v� a a a v� LL-PL-PI � cn o � t�
FAT CLAY (CH) - tan, with organics and calcareous
� . ` nodules 4.25 18
�.:
4.5+ 90 51-17-34 16 0.8 99
5 4.5+ 14
4.5+ 15
873. �
LEAN CLAY (CL) - dark brown to tan, with organics
% and calcareous nodules
4.50 37-13-24 18
10 �J ;:
'.%i
i:
!J
/�
,�
�� ss�.o
o WEATHERED LIMESTONE - tan, with clay layers 5014" 37
c
� 15
V
_
L�.1
N
a
rn
� 863.0
o LIMESTONE - gray
�
� 50/6" 15
� 20 88i.�
� Boring Terminated at Approximately 20 Feet
� Proposed Elevation = 879.4 Feet
� Approximate Grading = 1.6 Feet Cut
0
a
e�
m
ia
cai
m
�
.�
>
m
�
v
c
0
�
0
C
�
m
O
i�
� Malenal houndaries are a roximate: in si[u. transilions ma be radual.
❑
a Driller: Plat@ A.34
� Drilling Method: Continuous Flight Augers
. ....
�' ����'� Undocumented Fil
�n.r n.
. a.., .
'�'f % Lean Clay (CL)
% J
3 y�� : Gravelly Lean Cla�
. �� .
Fat Clay (CH)
� `-�'.~� ��_ Gravelly Fat Clay
;� ..� f�.
/
SOIL OR ROCK TYPES
(CL)
(CH)
_�'_ " `' `-.: Clayey Gravel (GC)
I I I � Silt (ML)
i ��
� Poorly-Graded Sand (SP)
� Well-Graded Sand
��'� � Clayey Sand (SC)
,�� �
:�.�,o�.:
°'�'--°.°� Well-Graded Gravel (GW)
D
-- Marl
-- --- Weathered Shale
Shale
,� Weathered Limestone
Limestone
DRILLING AND SAMPLING MEFFE�Q.
Shelby
Tube
Split
Spoon
i
Texas
Cone
Pen
CFA
TERMS DESCRIBING CONSISTENCY, CONDITION, AND STRUCTURE OF SOIL
Fine Grained Soils �Mo�e cna� soi Passing No 200 Sieve)
Consistency Penetrometer Reading, (tsf)
Very Soft < 0.5
Soft 0.5 to 1.0
Firm 1.0 to 2.0
Hard 2.0 to 4.0
Very Hard > 4.0
C08PS8 Gf81112d SOI�S (More than 50% Retained on No. 200 Sieve)
Penetration Resistance
(Blows / Foot)
Oto4
4 to 10
10 to 30
30 to 50
Over 50
Soil Structure
Calcareous
Slickensided
Laminated
Fissured
Interbedded
TERMS DESCRIBING PHYSICAL PROPERTIES OF ROCK
Hardness and Degree of Cementation
Very Soft or Plastic
Soft
Moderately Hard
Hard
Very Hard
Poorly Cemented or Friable
Cemented
Descriptive Item
Very Loose
Loose
Medium Dense
Dense
Very Dense
Unconfined Compression, (psfl
< 1000
1000 to 2000
2000 to 4000
4000 to 8000
> 8000
Relative Density
0 to 20%
20 to 40%
40 to 70%
70 to 90%
90 to 100%
Contains appreciable deposits of calcium carbonate; generally nodular
Having inclined planes of weakness that ate slick and glossy in appearance
Composed of thin layers of varying color or texture
Containing cracks, sometimes filled with fine sand or silt
Composed of alternated layers of different soil types, usually in approximately equal proportions
�
�i
Rock
Core
Can be remolded in hand; corresponds in consistency up to hard in soils
Can be scratched with fingernail
Can be scratched easily with knife; cannot be scratched with fingernail
Difficult to scratch with knife
Cannot be scratched with knife
Easily crumbled
Bound together by chemically precipitated material; Quartz, calcite, dolomite, siderite, and iron oxide are common cementing
materials.
Degree of Weathering
Unweathered Rock in its natural state before being exposed to atmospheric agents
Slightly Weathered Noted predominantly by color change with no disintegrated zones
Weathered Complete color change with zones of slightly decomposed rock
Extremely Weathered Complete color change with consistency, texture, and general appearance approaching soil
, ,
�sw� R�N E
E N G I N E E R I N G
KEY TO CLASSIFICATION AND SYMBOLS PLATE A.35
Major Divisions Syrm� Typical Names
N
N
.�
a�
>
N
�n
0
O
N
0
z
� �
i� �
� �
C L
-� c�
L �
C� �
� m
� �L
� �
L �
U �
a�
L
0
�
(0
L
C
(0
�
a�
O
�
a�
�
�
�
c
O �
�j.N
c� �
� �,
� � �
in
m o �
� U
O �
,� z
� �
L �
c �
(B
�
a�
`o
�
�
� �
� C
� `�_
� O
� c
� O
c� �
a�
U �
J
Well graded gravels,
GW gravel-sand mixtures,
little or no fines
�
>
N
cn
0
0
N
0
Z
c
�
�
�
(n L^'
� W
•/O� �
VJ �
� �
c .�n
c� �L
� �L
� �
c �
I.L �
L
�
�
0
�
�
c
ca
�
a�
0
E
.�
c
o �
' � .N
N �
� �
� �
{0 �
� o�
� U
C ,� �
� o Z
m �
��
C L
N �
�—
a� �L
o �n
E
Poorly graded gravels,
GP gravel-sand mixtures,
little or no fines
�, Silty gravels, gravel -
� � � GM sand - silt mixtures
:.- �
� �
'� � a
°�' � a GC Clayey gravels, gravel
@ Q � - sand - clay mixtures
�J �
� � SW Well graded sands,
� ;� gravelly sands, little or
o � no fines
� ° Poorly graded sands,
N �
U.:.. SP gravelly sands, little or
� no fines
�n --
�a�a
`� � �
L . ,�
� V O
.� � �
� Q c
�
Q QC
� - C
c� m
SM I Silty sands, sand silt
mixtures
Clayey sands, sand
SC clay mixtures
Inorganic silts and very fine
sands, rock flour, silty or
T N ML clayey fine sands, or clayey
� °° silts with slight plasticity
�_� Q Inorganic clays of low to
� — � CL medium plasticity, gravelly
� � � clays, sandy clays, silty
= .�T clays, and lean clays
[A -�
'J O� Organic silts and organic
silty clays of low plasticity
m
� @
T �
� L
U �Q
w. u�
� � m
[S3 �
{� "C] w.
•-_ �
CIJ �'
_.:�
�' �c �n
ca —
_ � u�i
O
I Inorganic silts, micaceous
MH or diatomaceous fine sandy
or silty soils, elastic silts
CH Inorganic clays of high
plasticity, fat clays
OH I Organic clays of inedium to
high plasticity, organic silts
Pt 1 Peat and other highly
organic soils
Laboratory Classification
Criteria R � � C
G
E N G I N E E R I N G
�
'o
�
� � ��3a)z
c C=—fi� greater than 4: C=------ between 1 and 3
u p c
�� ,o D x Dso
m
a�
oNot meeting all gradation requirements
�; " `� for GW
� � �°
�� c°"i3 uvj � Liquid and Plastic limits Liquid and plastic
.N .� ��� below "A" line or P.I. limits plotting in
�� a U� greater than 4 hatched zone
�6 "' C7 {'3 �'
between 4 and 7
`o� o � are borderline
z ��:L Liquid and Plastic limits
�` ��� above "A" line with P.I. cases requiring use
�� '� greater than 7 of dual symbols
: �
�
L
�� : U p �p�2
� o � � C� - fi� greater than 6: C� __ 30-- between 1 and 3
i� �
(p : •L o D x Dco
"CJ @ : �
C �. : : �
o� �� m Not meeting all gradation requirements
" � for SW
�o °;� :
� � � � c
�II �o 'n f7..N N
�� o��� Liquid and Plastic limits Liquid and plastic
� Q°�� N below "A" line or P.I. limits plotting
��@�' '" � less than 4 between 4 and 7
0]
� ° � � o � are borderline
� ���,���
�� ��, Liquid and Plastic limits cases requiring use
n� m° above "A" line with P.I. of dual symbols
o � @ greater than 7
60
50
w 40
0
Z
�
v 30
�
�
¢
a
20
10
UNIFIED SOIL CLASSIFICATION SYSTEM PLATE A.36
� 0 10 20 30 40 50 60 70 80 90 100
LIQUID LIMIT
PLASTICITY CHART
SWELL TEST RESULTS
Village Residential-Walsh Ranch
Makers Way and E. Terminus Romelle St
Fort Worth, Texas
Rone Project Number: 21-25470
Boring Depth � l�iquid ! f'lastic Plasticity � initial Final Load r Swell
�#t) Limit Limit fndex MC (°Ioj MC �°IoJ � �psf] i �°Io}
B-4 5 41 17 24 13 17 625 0.0
B-9 5 48 14 34 18 21 625 0.0
B-15 7 25 15 10 13 16 875 0.0
B-16 5 42 17 25 14 17 625 0.0
B-18 3 55 21 34 20 22 375 1.9
B-20 5 34 16 18 12 20 625 0.0
B-21 3 70 24 46 27 29 375 0.6
B-22 5 30 17 14 17 24 625 0.0
B-30 5 43 9 34 11 18 625 0.0
B-31 3 51 17 35 16 19 375 0.8
PLATE A.37
f 8908 Ambassador Row, Dallas, Tx 75247
� Texas Engineering Firm Registration, No. F-1572
� � � � Corporate Phone: (214) 630-9745
E A R T H W O R K 5 RE�TM Compaction Design Report
�ject Number: 21-Z5470 Fill: Foundation Report Number: 25470-01
Nroject Name: Village Residential-Walsh Ranch Remarks: Subgrade ReconstructionReport Date: 9/22/2021
Project Owner: Quail Valley Land Company, LLC Produced By: Gary Hougardy
Control Specifications and References Lift Properties at 97% Compaction on Construction Curve t
Min % of Max Dry Density 97% D i 1 Wet Sidel r n
Resilient Modulus Method AASHTO �(%) 8.6 12.1 fi% MC
Compacted Fill Property Requirements
Air Voids Percentage 6.4%
Factor of Safety 2.4
Design Compaction Conditions
Loose Lift Thickness (in) 10
Compactor CAT 815
USCS Classification SC
Specific Gravity 2.66
Liquid Limit (%) 30
Plasticity Index (%) 13
Plastic Limit (%) 17
% Fines (Passing #200) 30
% Gravel (Retained #4) 3
% Sand (Passing #4) 67
Ranges
2.66 - 2.70
29 - 32
11 - 14
28 - 32
2-28
40 - 70
Y (Ibs/ft3)
S (%)
e
Na (%)
c� Potential (%)
UCS (Ibs/ftz)
c (Ibs/ftz)
(6 (°)
Free Swell (%)
CBR* (%)
CBR* (%)
Res Mod (Ibs/in�)
Res Mod (Ibs/inz)
ASTM D 2166
ASTM D 2850
ASTM D Z850
ASTM D 4546
Soaked
Unsoaked
Soaked
Unsoaked
122.1
63.9
0.36
9.5
+4.9
5,778
1,695
29
2.7
1.2
55.4
1,780
33,347
122.1
89.6
0.36
2.7
+1.4
4,843
1,540
25
1.4
5.8
9.5
7,871
10,791
f2%
f3%
t3%
f3%
f 3 °/a
t20%
t10%
t10%
t25%
t10%
f10%
f10%
t10%
"�
_n
F-
��
_r
�
�
r'.
�
.
.
.
1 sF. ', c.o,�sc. G�a,;�
•
♦ """' �L
.�
.�
.
.
.
.
iaa
Li€i Constructian Cur�e
w : 14:s�
v : I?3.$ lhs:'ft=
.'
s
_ .
.�
, .
97�c com�actian _ . _ _. • -- {.. . -- • -- `•',, �'.
f 22.�111isJft -- • -- • -
t � � �'.
�zo � � '.
.
� �
.
� ' •,
� •
i
.�
i �
� �•
iF �
1 I
� i ,'.
.
; '•
.
a
110
Construction Control Specifications
Minim m A fi M xim rrt p n i
Construction Curve 97%
W-of-❑ tirnum Moi re Ran e for 7°I
10.0% - 12.1% (t1% MC)
Minimum # of Roller Passes
1 � (Equiv. 5 roundtrip passes, full liR coverage requi�ed)
Compaction curves should be obtained
regularly with changes in material index
properties and upon change in color or
texture for effective construction control.
M-D probe depths should be centered on
the center of the compacted lift.
t c and �- Unsatu�ated triaxial test, tota/ stress soil parameter.
UCS - Unconfined Compressive Strength.
Measured ualues indude a, y, UCS, c, m Free Swel% and CBR
(soaked and unsoaked). Calculated ua/ues indude 5, e, Na, ra
Potential, and Resilient Modulus (soaked and unsoaked).
Wet side permeability in field not factored in Free Swell test
condifion.
* CBR based on field compacted state.
1 Properties �epresent average ✓alues.
� � �
E _ ; Soil Sample Date: 8/26/2021
; Loc: On-Site
,oF� Desc: Upper-bound, full soil range
.IO. c � 12_1�c
F ,o �� Authorization By:
_l�loisture Cc�ntent_ c� 1�c j Print Name:
GraphicspoweredbyMathematica Date: Firm Reg.#:
��e of this Compaction Design Report ("CDR") is subject to all copyrightr and shall comply with the terms and conditions oF all software licenses applicable to the generation of this report. This CDR may be
used in practice solely for design analysis purposes for the above fill lift t"Fili"] and Project, and the use of this CDR for any other use or fill lift other than that Fill or for any purpose is not permitted. This report
applies only to liffs compacted over stiff and well-compacted lifts and subgrades. No part of this CDR may be �opied, downloaded, stored in a retrieval system, further transmitted, or othenvise reproduced,
stored, disseminated, transferred, or used, in any form or by any means, except as permi[ted in writing by Rone Engineering Services, Ltd. Each reproduction of any part of this CDR must contain all copyright
notices and registered trademark designations (OO ) and non-registered trademark designations ('"^).
Version: 2.31.1 - 7.2
!` 8908 Ambassador Row, Dallas, Tx 75247
�� �� Texas Engineering Firm Registration, No. F-1572
Corporate Phone:(214) 630-9745
E A R T H W O R �C S RE�TM Cornpaction Design Report
Project Number: Z1-25470 Fill: Foundation Report Number: 25470-02 �
Project Name: Village Residential-Walsh Ranch Remarks: Subgrade Reconstruction Report Date: 9/22/2021
Project Owner: Quail Valley Land Company, LLC Produced By: Gary Hougardy
Control Specifications and References Lift Properties at 95% Compaction on Construction Curve t
Min % of Max Dry Density 95% D i 1 Wet Sidel Tolerance
Resilient Modulus Method AASHTO o�
Compacted Fill Property Requirements
Air Voids Percentage 6.4%
Factor of Safety 1.4
Design Compaction Conditions
Loose Lift Thickness (in) 10
Compactor CAT 815
USCS Classification CL
Specific Gravity 2.68
Liquid Limit (%) 41
Plasticity Index (%) 24
Plastic Limit (%) 17
% Fines (Passing #200) 65
% Gravel (Retained #4) 2
% Sand (Passing #4) 33
Ranges
2.66 - 2.70
39 - 43
22 - Z6
63 - 67
1-11
22 - 36
ASTM D z166
ASTM D Z850
ASTM D 2850
ASTM D 4546
Soaked
Unsoaked
Soaked
Unsoaked
c� ( o)
Y (Ibs/ft3)
S (%)
e
Na (%)
w Potential (%)
UCS Qbs/ftz)
c (Ibs/ftz)
�6 (°)
Free Swell (%)
CBR* (%)
CBR* (%)
Res Mod (Ibs/inz)
Res Mod (Ibs/inz)
10.1
114.5
58.8
0.46
13.0
+7.1
7,838
2,404
27
8.9
1.1
36.2
1,646
25,414
14.7
114.5
85.4
0.46
4.6
+2.5
7,261
Z,471
22
2.7
3.7
8.3
5,517
9,910
t1% MC
f2%
t3%
t3%
f3%
t3%
f20%
f10%
t10%
f25%
f 10%
f10%
f10%
t10%
,�
.
iso �� co„�c. �_
.�
� ------- �ti`
.
� �
.�
� `.
�z� '.
.
Lift Construetion Curve
c� = 11J`�'.
1 : 1205 lbslft�
":�
�r
fi_
��
�
r�
4--a
1 �:1
:F' g;�'c com acuon
�. - .�. -•--•--•
j 1145 lbsJft3
11U
10F
.�
.
.�
.
, i �
i �
i�a
Construction Control Specifications
Minim �I f M xi m❑ n i
Construction Curve 95%
et-of-D timum Moisture R n e for 9°I
11.7% - 14.7% (f1% MC)
Mi i m# fR II rP ss
11 (Equiv. 6 roundfiip passes, full liR roverage requi�ed)
Compaction curves should be obtained
regularly with changes in material index
properties and upon change in color or
texture for effective construction control.
M-D probe depths should be centered on
the center of the compacted lift.
t c and m- Unsaturated triaxia/ fest, tota/ stress soil pa�ameter.
UCS - Unconfined Compressive Strength.
Measu�ed ua/ues indude r., y, UCS, c, m free Swel% and CBR
(soaked and unsoaked). Ca/culated values indude 5, e, Na, a
Potential, and Resilient Modulus (soaked and unsoaked).
Wet side permeability in field not factored in Free Swell test
condition.
* CBR based on fie/d compacted sfafe.
1 Properties represent average ualues.
, ; Soil Sample Date: 8/26/2021
, ;
Loc: On-Site
, Desc: Upper-bound, predominant soil range
�11.7 c �1�.7�c
'� 'F `° Authorization By:
\+Ioisf�.ue C�C�Rt2Ili_ Gl (�e) Print Name:
GraphicspoweredbyMathemafica Date: Firm Reg.#:
Use of this Compaction Design Report ("CDR'� is subject to all copyrightr and shall comply with the terms and conditions of all soRware licenses applicable to the generation of this report. This CDR may be
used in practice solely for design analysis purposes for the above fill lift ("Fill") and Project, and the use oF this CDR For any other use or fill lift other than that Fill or for any purpose is not permitted. This report
applies only to lifts compacted over stiff and well-compacted liFts and subgrades. No part of this CDR may be copied, downloaded, stored in a retrieval system, further transmi[ted, or othenvise reproduced,
stored, disseminated, transferred, or used, in any form or by any means, except as permi[ted in writing by Rone Engineering Services, Ltd. Each reproduction of any part of this CDR must contain all copyright
notices and registered trademark designations (�) and non-registered trademark designations ('"").
Version: 2 31.1 - 7.2
DI ATC /� '2Q6,
i �
�-
8908 Ambassador Row, Dallas, Tx 75247
Texas Engineering Firm Registration, No. F-1572
� � � � Corporate Phone:(214)630-9745
E,4 R T H W O R K S RE�T"' Compaction Design Repart
oject Number: 21-25470 Fill: Foundation Report Number: 25470-03
Project Name: Village Residential-Walsh Ranch Remarks: Subgrade Reconstruction Report Date: 9/22/20Z1
Project Owner: Quail Valley Land Company, LLC Produced By: Gary Hougardy
Control Specifications and References Lift Properties at 95% Compaction on Construction Curve t
Min % of Max Dry Density 95% Dr ' 1 i 1 Tolerance
Lab Reference Standard ASTM D 698 (SP) ��o�o� 12.5 16.7 f1% MC
Resilient Modulus Method AASHTO y(Ibs/ft3) 109.0 109.0 f2.0%
Compacted Fill Property Requirements
Air Voids Percentage 6.4%
Factor of Safety 1.1
Design Compaction Conditions
Loose Lift Thickness (in) 10
Compactor CAT 815
USCS Classification CH
Specific Gravity 2.68
Liquid Limit (%) 53
Plasticity Index (%) 33
Plastic Limit (%) 20
% Fines (Passing #z00) 81
% Gravel (Retained #4) 2
% Sand (Passing #4) 17
Ranges
2.66 - 2.70
51-55
31-35
79 - 83
1-4
13-ZO
S (%)
e
Na (%)
c� Potential (%)
UCS (Ibs/ftz)
c (Ibs/ft2)
f� (°)
Free Swell (%)
CBR* (%)
CBR* (%)
Res Mod (Ibs/inz)
Res Mod (Ibs/inz)
ASTM D 2166
ASTM D 2850
ASTM D 2850
ASTM D 4546
Soaked
Unsoaked
Soaked
Unsoaked
62.8
0.53
12.9
+7,4
7,Z19
2,299
25
11.1
1.0
30.0
1, 541
22,534
83.9
0.53
5.6
+3. Z
7,003
2,527
18
3.6
3.1
7.1
4,709
8,967
t3%
t3%
t3%
f3%
f20%
f 10%
t10%
f25%
f10%
f10%
f 10%
f 10%
I
�
�
�ll
�
f `
.
� LF. �. •
� , ♦ CO1Y�i. rvl➢I4 _
. ' Y
. '• — — — — 45TAiD69S"
.
4 7.Pa�
. �
j `• Lab r� af 9�yc compaction
�-� j ,' Dry Side_ 17_ Uc
Lift Construction,C'urae �'et Side_ 21_8 �k
t� : 1�_��e �`.
� � F y : l I4_81bs/f� '•.
.
.
I,,'
I
.•� �•�
RjW corn�actron--------- --•--�-----•--•--
109_ IbaJft� I � :�ST11I D b98 [SP)�*
f � � W : 18_7�c ��.
�
! � �� : 10=�_8 lbsf�•.
• o�� � • .
' i � �� '.
i
� . � '
100
s�
, ' / \
1 �r .
I I► ��
l I/ �
� � `
I �I
��
/�
'��_�ti � i�.�r9�C .. �
1D 15 ='�
l�Ioicttu-e Content. o� ('-•� 1
_-'ASTM D 69B (SP) equivalent, corrected to control �elative moisture sfandard in construction. Graphics powered by Mathema[ica
Construction Control Specifications
Minim m°I f M xfm m❑ b n i
Construction Curve 95%
ASTM D 698 (SP) 104%
Wet-of-O im m MaisCure Ran f r 95°/a
14.0 - 16.7% (f1% MC)
Nlinimum # of Raller P�SS�
12 (Equiv. 6 roundt�ip passes, full lift coverage required)
Compaction curves should be obtained
regularly with changes in material index
properties and upon change in color or
texture for effective construction control.
M-D probe depths should be centered on
the center of the compacted lift.
t c and 0- Unsatu�ated triaxia/ tesf, tota/ st�ess soil paramete�
UCS - Unconfined Compressive Sfrength.
Measured ualues indude r�, y, UCS, c, m Free Swel% and CBR
(soaked and unsoaked). Calculated va/ues indude S, e, Na, r.i
Potential, and Resilient Modulus (soaked and unsoaked).
Wet side permeability in field not factored in Free Swell test
condition.
* CBR based on fie/d compacted state.
1 Properties represent average ualues.
Soil Sample
Loc: On site
Desc: Midpoint,
Date: 8/27/2021
predominant soil range
Authorization By:
Print Name:
Date: Firm Reg.#:
ljse of lh+s Compaction Design Repor[ {"CbR"j Vs Subject [a ail �opyrlghis anq shail �omp]y witii [he Yerms an[E [unditipns of ali sofh•+are li:en5e5 app!�cahle in the generadon of [his re�wri. This CDR may Ese
used m practice Sv[�!ylnr de5ign analysis purpase5 for [he a6ove FII IiR �"Fill"] and Projed, and the use o[ [hi5 COR fer any athe� use ar fli lift ather than lttat Fi€I or For arsy purpose is nat permitted. Thls re#�nrt
apFlles only to IiF15 C�mp�[ted over stiH and �vell-Campe[[ed lihs and suh9rad�. No Fart o[ [his CL3R may lae Ctlpied, downloaded, stored m a re[rie�al sys[em, further tran5mitted, or atherv+�se rEprpdu[ed,
3ornd, dissemina[ed, Eransf�rred, or used, in any lorm ar by any means, eKcepi as permitted in tvnfing by Rone Engineering Serwees, L[d. Ea[h repraductiRn of any part o` Fhis CDR rn[zst �on[ain all rapyright
non�vs and reg�s[ered Erademark des�gnations t�4'] 3nd ndi3•regis[ered Sr�dCm�rk deslg��a[ia�a5 {"'y.
Vers�an: �.31.1 • 7.2
% 8908 Ambassador Row, Dallas, Tx 75247
���� Texas Engineering Firm Registration, No. F-157Z
Corporate Phone: (214) 630-9745
6 A R T H W O R K 5 RE�TM �ompaction Design Report
Project Number: 21-25470 Fill: Foundation Report Number: 25470-04 '
Project Name: Village Residential-Walsh Ranch Remarks: Subgrade ReconstructionReport Date: 9/22/2021
Project Owner: Quail Valley Land Company, LLC Produced By: Gary Hougardy
Control Specifications and References Lift Properties at 95% Compaction on Construction Curve t
Min % of Max Dry Density 95% Dr i � Wet Sidel ITo erance
Resilient Modulus Method AASHTO ��o� o
Compacted Fill Property Requirements
Air Voids Percentage 6.4%
Factor of Safety 1.1
Design Compaction Conditions
Loose Lift Thickness (in) 10
Compactor CAT 815
USCS Classification CH
Specific Gravity 2.68
Liquid Limit (%) 63
Plasticity Index (%) 42
Plastic Limit (%) 21
% Fines (Passing #200) 93
% Gravel (Retained #4) 0
% Sand (Passing #4) 7
Ranges
2.66 - 2.70
61 - 65
40 - 44
91-95
0-1
4-9
o)
Y (Ibs/ft3)
S (%)
e
Na (%)
c� Potential (%)
UCS (Ibs/ft2)
c (Ibs/ftz)
� /o�
Free Swell (%)
CBR* (%)
CBR* (%)
Res Mod (Ibs/in2)
Res Mod (Ibs/inz)
�zo'
i;-
�
-r.
r.
; .�G o;S'r com acaon
_•-� -----
> 1� �81bsJ8'
;
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a�.
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— 1 � —,—
' 1�_95E ' I8_65�
1'F • 20 2F
�'Iaisture Cont�nt, cv (cti l
ASTM D 2166
ASTM D 2850
ASTM D 2850
ASTM D 4546
Soaked
Unsoaked
Soaked
Unsoaked
14.5 18.6
104.8 104.8
65.1 83.7
0.60 0.60
13.0 6.1
+7,8 +3.6
6,355 6,115
2,070 2,281
24 17
12.8 4.3
0.9 2.9
25.2 6.0
1,318 4,391
20,144 8,032
t1 /o MC
f2%
t3%
t3%
f3%
f3%
f20%
t10%
t10%
f25%
t10%
f10%
f 10%
t10%
Construction Control Specifications
Minimum °I ❑F Nl i m Q i
Construction Curve 95%
Wet-oF- timum Ninistur Ran e for 95°I
15.9% - 18.6% (t1% MC)
# rPse
1Z (Equiv. 6 roundtrip passes, full liR couerage requiredJ
Compaction curves should be obtained
regularly with changes in material index
properties and upon change in color or
texture for effective construction control.
M-D probe depths should be centered on
the center of the compacted lift.
t c and m- Unsafu�ated triaxia/ test, tota/ stress soil parameter.
UCS - Unconfined Compressive Strength.
Measured values indude r�, y, UCS, c, m Free Swel% and CBR
(soaked and unsoaked). Calcu/ated values indude 5, e, Na, w
Potentia/, and Resilienf Modulus (soaked and unsoaked).
Wet side permeability in field not factored in Free Swell test
condi[ion.
* CBR based on fie/d compacted state.
I Propeities represent average ualues.
Soil Sample Date: 8/26/2021
Loc: On-Site
Desc: Lower-bound, predominant soil range
Authorization 8y:
Print Name:
GraphicspoweredbyMathematica � Date: Firm Reg.#:
llse a! [his Compac[ion DeS�gr: Revon {'C6R"] is subjert �o an copyrights and sl�all �om�Ey wiFh Ihe [erms and �andrtions af al3 wfiiya+� I�renses appll�ahle to [ne yenera[ipn vF lh�s repo�t. This COR may 6e
used in prartice soleiy [pr des:gn analys�s purgos�s [pr the above CII IiFt ("Filf"] ar.d Pro3ecl, arid the use af [his CbR for any a[her use or fii li![ ather [han tha� FIII ar fnr anv Purpose is naa �ermitted. 7his repott
appl�e5 only lo filts c�mpar[ed over s[iff and tivell•cpmpaC[ed fiFis anG suhgr�des. tVo par[ of ihis COR may be cap�r.i, downlpadetl, 5[ared in a �etne"ai systam, funl4er iransmi[ted, a other5•ri5e rpprpdu[ed,
stpred, di55Nmin�[�, t�anslerred, rn used, m any inrm Or yy any means, excep[ as permitted in wri[�ng i7y Rone Engineering S�r�i�es, L[d. Earh reprpduci�on of any �a�t of [his C�R must cantain ail �apyrrght
natices and regis[ered Lrademark designations [(a1} and non-regiSEered trademark de5igna[ions ["`].
Version: 2.31.1 - 7.2
,�
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cd _ I�_9�i'c `•
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PLATE A_38d
8908 Ambassador Row, Dallas, Tx 75247
Texas Engineering Firm Registration, No. F-1572
� � � � Corporate Phone:(214) 630-9745
E p R T H W O R K 5 �E�TM �ompaction Design Report
oject Number: 21-25470 Fill: Foundation Report Number: 25470-05
Project Name: Village Residential-Walsh Ranch Remarks: Subgrade ReconstructionReport Date: 9/22/20Z1
Project Owner: Quail Valley Land Company, LLC Produced By: Gary Hougardy
Control Specifications and References Lift Properties at 94% Compaction on Construction Curve t
Min % of Max Dry Density 94% D i 1 W i � Tolerance
Resilient Modulus Method AASHTO �(%) 15.7 20.3 fi% MC
Compacted Fill Property Requirements
Air Voids Percentage 6.4%
Factor of Safety 1.0
Design Compaction Conditions
Loose Lift Thickness (in) 10
Compactor CAT 815
USCS Classification CH
Specific Gravity 2.68
Liquid Limit (%) 70
Plasticity Index (%) 45
Plastic Limit (%) 25
% Fines (Passing #200) 98
% Gravel (Retained #4) 0
% Sand (Passing #4) 2
Ranges
2.66 - 2.70
68 - 72
43 - 47
97 - 99
0-0
1-3
ASTM D z166
ASTM D 2850
ASTM D 2850
ASTM D 4546
Soaked
Unsoaked
Soaked
Unsoaked
Y ilbs/ft3)
S (%)
e
Na (%)
w Potential (%)
UCS (Ibs/ftz)
c (Ibs/ftz)
� (°)
Free Swell (%)
CBR* (%)
CBR* (%)
Res Mod (Ibs/inz)
Res Mod (Ibs/inz)
101.4
64.3
0.66
14.2
+8.7
5,794
1,913
23
13.9
0.8
21.3
1,138
18,095
101.4
83.3
0.66
6.6
+4.1
5,560
2,110
16
4.8
2.8
5.1
4,135
7,231
f2%
t3%
t3%
t3%
f3%
fZ0%
f10%
f10%
t25%
t10%
t10%
f10%
t10%
11`'�
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Construction Control Specifications
Niinimum °Io of Maximurn �ry ClenSi�
Construction Curve 94%
We -of-Q imum i�aisEur R n e for 94°I
17.1% - 20.3% (f1% MC)
Minimum # of Roller Passes
1 Z (Equiv. 6 roundtrip passes, full /iR coverage requiredJ
Compaction curves should be obtained
regularly with changes in material index
properties and upon change in color or
texture for effective construction control.
M-D probe depths should be centered on
the center of the compacted lift.
t c and m- Unsaturated t�iaxial test, total stress soil parameter.
UCS - Unconfined Compressive Strength.
Measured ualues include r�, y, UCS, c, m Free Sbve/% and CBR
(soaked and unsoaked). Calculated ualues indude S, e, Na, m
Potential, and Resilient Modulus (soaked and unsoakedJ.
Wet side permeability in fie/d not factored in Free Swell test
ronditian.
* CBR based on fie/d compacted state.
1 Properties represent auerage values.
; Soil Sample Date: 8/26/2021
Loc: On-Site
Desc: Lower-bound, full mixed soil range
?c ?�i. ? �c
ZU
���oisture Cantent_ c� (�•� i
`�' Authorization gy:
Print Name:
GraphicspoweredbyMathematica Date: Firm Reg.#:
l]seo[ [his Cumpa�tipn �es�gn Repart ("C6R"j is subject [o all �apyrights and shall comply tivi[h [he le�m5 and carxJi[�an5 eF a!f sufiw3re lir.znses applicable [0 the generatian pf Ehis reporE. Th+s COR may 6�
used in Rra[Sice sDlely for design analysis ryurpaWs �nr lhe �bave f1! EiFt ["Fll"] ar:d Prryj�[[, and lhe use oF [his COA �or any o[her use vr fill IiFE o[her than [ha[ Fin or [ar any purpase is not RermiLted. ThiS r�port
app��es Only to I�RS epmpacted over 5lif} ar�d rvell-compac[ed litt5 and Suhgrades. No p��r[ af ;hi5 C6R may he co-pied, duwnload�d, s[orsd in a r�irie�al systern, further [ran5mi[ted, qr pEhennse reproduced,
sEored, disseminated. [ransferrad, ar used, in any form or by any means, ex�ept as permiued in writing by Rane Engineering Serv��es, L[d. Ea[h repradu�tion of any part a� �h�s CDR musi wntain ali ttrpyrighi
nflti�es and registaied [radernark designa[ions (��] and nar+-registered txademar� design3t�ons {"'].
Version' 2.31.! - 7.2
APPENDIX B
R� N�
FIELD EXPLORATION
Subsurface conditions were defined by 31 sample borings located as shown on the Boring
Location Diagram, Plate A.3. The borings were completed at locations staked in the field by Rone
personnel. The borings were advanced between sample intervals using continuous flight auger
drilling procedures. Field and laboratory test results, sample depth, description, and soil
classification based on the Unified Soil Classification System are shown on the Logs of Boring.
Keys to the symbols and terms used on the logs are presented in Appendix A.
Relatively undisturbed samples of cohesive soils were obtained using nominal 3-inch diameter
tube samplers at the locations shown on the Logs of Boring. The tube sampler consists of a steel
tube with a sharp cutting edge connected to a head equipped with a ball valve threaded for rod
connection. The tube is pushed into the soil by the hydraulic pulldown of the drilling rig. The soil
specimens were extruded from the tube in the field, logged, tested for consistency with a hand
penetrometer, sealed and packaged to limit loss of moisture.
The consistency of cohesive soil samples was evaluated in the field using a calibrated hand
penetrometer. In this test, a'/4 inch diameter piston is pushed into a relatively undisturbed sample
at a constant rate to a depth of approximately'/4 inch. The results of these tests are presented at
the respective sample depths on the Logs of Boring. When the capacity of the penetrometer is
exceeded, the value is tabulated as 4.5+.
Samples of stiff and/or granular materials were obtained using split-barrel sampling procedures
in general accordance with ASTM D1586. In the split-barrel procedure, a disturbed sample is
obtained in a standard 2-inch OD split-barrel sampler driven 18 inches into the ground using a
140-pound hammer falling freely 30 inches. The number of blows for the last 12 inches of the 18-
inch penetration is recorded as the Standard Penetration Test resistance (N-value). The N-values
are recorded on the Logs of Boring at the depth of sampling. The samples were packaged and
returned to our laboratory for further examination and testing.
Groundwater observations during and at completion of drilling are shown on the Logs of Boring.
Upon completion of drilling, the boreholes were backfilled with auger cuttings to ground level.
�
R�w,�
LABORATORY TESTING
Laboratory tests were performed on selected samples retrieved from the borings to evaluate the
engineering characteristics of the subsurface materials, and to provide data for developing
engineering design parameters. The subsurface materials recovered during the field exploration
were described by an engineering geologist or senior staff member in the field and/or the
laboratory, and were later refined based on results of the laboratory tests performed.
Classification Tests
All recovered soil samples were classified and described, in part, using the Unified Soil
Classification System (USCS). Visual classification of soils was verified by index testing, including
natural moisture content determinations, Atterberg limits, and gradation tests (percent passing
the No. 200 U.S. Standard Sieve). All testing was performed in general accordance with
applicable American Society for Testing and Materials (ASTM) procedures as follows:
Test ~ y ASTM Standard Number
Atterberg Limits D4318
Percentage of Particles Passing the No. 200 Sieve D1140
Moisture Content D2216
Swell Test D4546, Method B
��
Swell Test
In the swell test, a sample is placed in a consolidometer and subjected to the estimated
overburden pressure. The sample is then inundated with water and allowed to swell. Moisture
contents are determined both before and after completion of the test. Test results are recorded
as the percent swell, with initial and final moisture content. Detailed swell test results are
tabulated in Appendix A.
6.2
APPENDIX C
The Geoprofessional Business Association (GBA)
has prepared this advisory to help you — assumedly
a client representative — interpret and apply this
geotechnical-engineering report as effectively as
possible. In that way, you can benefit from a lowered
exposure to problems associated with subsurface
conditions at project sites and development of
them that, for decades, have been a principal cause
of construction delays, cost overruns, claims,
and disputes. If you have questions or want more
information about any of the issues discussed herein,
contact your GBA-member geotechnical engineer.
Active engagement in GBA exposes geotechnical
engineers to a wide array of risk-confrontation
techniques that can be of genuine benefit for
everyone involved with a construction project.
Understand the Geotechnical-Engineering Services
Provided for this Report
Geotechnical-engineering services typically i�ldude tlie planning,
collection, interpretatiun, and analysis of e�ploratory data from
widely spaced borings and/or test pits. Field data are comhined
with results fi-om laboratory tests of soil and rock samples obtained
fi-om field exploration (if applicable), observations made durina site
reconnaissance, and historical infonnation to form one or more models
of the expected subsurface conditions beneath the site. Local geology
and alterations of the site surface and subsurface b}' previous and
proposed construction are also important considerations. Geotechnica]
engineers apply their engineering training, experience, and judgment
to adapt the requirements of the prospective project to dle subsurtace
model(s). Estimates are made of the subsurface conditions that
will likely be exposed during construction as well as the expected
perforniance of foundations and other structures being planned and/or
afFected by construction activities.
llie culmination oY these geotechnical-engineerin� seivices is t}'pically a
geotecl�nical-engineering report providing tl�e data obtained, a discussion
of the subsurface model(s), the engineering and geologic engineering
assessments and analyses made, and the recommendations developed
to satisfy the given requirements of die project. These reports ntay be
tided investigations, explorations, studies, assessments, or evaluations.
Regardless uf the tide used, the geotechnical-engineering report is an
engineering interpretation of the subsurface conditions within the context
of the project and does not represent a close examination, systematic
inquiry; or thorough im�estigation of all site and subsurface conditions.
Geotechnical-Engineering Services are Pertormed
for Specific Purposes, Persons, and Projects,
and At Specific Times
Geotedlnical engineers structure their services to ineet the specific
needs, goals, and risk management preferences of their dients. A
geotechnical-engineering study conducted for a given civil engineer
will not likely meet the needs oFa civil-works constructor or even a
different civil engineer. Because each geotechnical-engineering study
is unique, each geotechnical-engineering report is unique, prepared
solely for the dient.
Likewise, geotechnical-engineering services are perfonned for a specific
project and purpose. For example, it is unlikely [hat a geotechnical-
engineering study for a refrigerated warehouse will be the same as
one prepared for a parking garage; and a few borings drilled during
a preliminary study to evaluate site feasibilify �vill not be adequale to
develop geotechnical design recommendations for the project.
Do uot rely oii this report if your geotechnical engineer prepared il:
• for a different client;
. for a different project or purpose;
• for a ditTerent site (that may or may nol indude all or a purtion of
the original site); or
• before important events occurred at the site or adjacent to it;
e.g., man-made evenls like construction or environmental
remediation, or uatural events like tloods, droughts, earthquakes,
or groundwater fluctuations.
Note, too, the reliability of a geotechnical-engineering report can
be affected by the passage of time, because of factors lil:e changed
subsurface conditions; new or modihed codes, standards, or
regulations; or new techniques or tools. If you nre the least bit uncertnin
about the continued reliability of this report, contact your geotechnical
engineer before applying the recommendations in it. A minor amount
of additional testing or analysis after the passage of time — if any is
required at all — could prevent major problems.
Read this Report in Full
Cosdy problems have occurred because those relying on a geotechnical-
engineeriug report did not read the report in its entirety. Do not rely on
an executive summary. Do not read selective elements only. Read and
refer tu the report iri fiill.
You Need to Inform Your Geotechnical Engineer
About Change
Your geotechnical engineer considered unique, project-specihc factors
when devclupin� die scope of study behind this report aiid developing
the confirmatinn-dependent recommendations the repart conveys.
T��}iical changes that could erode the reliability of this report indude
those that affect:
• Ihe si[e's size or shape;
• the elevation, conhguration, location, orie�ltation,
function or weiglit of d�e proposed structure and
the desired performance criteria;
. the composition of the design team; or
• project ownership.
As a general rule, always inforin your geotech�lical engineer of project
or site changes — even minor ones — and request an assessment of their
impact. 71ie geotech�iicul engineer who prepared this report cannut accept
■ � ■
��
�
�� r
�
responsibility or liability for proGleins that arrse becaa�se the geotecluiicul
engiiieer wns not informed about developmet�ts the engineer otherwise
would hai�e considered.
Most of the "Findings" Related in This Report
Are Professional Opinions
Before construction begins, geotechnical engineers explore a site's
subsuria�e tiains �'ariuux sam�lin�; aitd t�slin�, praredures. G�•e�teciinical
tli�iri�r�•s r�ru aGsa•i�e a�rua! sc�f�sir: fr�er �orrdirrairs ��+r1J� rrr rla�sc• sprcific
inra[ie��rs svflere s�r�r+�1lr,�� nnd tcsri+�g i.: �rerjcsrrriert. The clala ilrri�'rcl from
that sampling and testing were reviewed by your geotechnical engineer,
who then applied professional judgement to fonn opinions about
subsurface conditions throughout the site. Actual siteti�ide-subsurface
conditions may differ - maybe significantly - from those indicated in
this report. Confront that risk by retaining y�our geotechnical engineer
to serve on the design team through project completion to obtain
infonned guidance quickly, whenever needed.
This Report's Recommendations Are
Confirmation-Dependent
The recommendations included in this report - including any options or
alternatives - are confirmation-dependent. In other words, they are not
IFnal, hewiEu tizr Ser�te�liitii�al �n�uieer s+•kz« �t4v�lnpc�! ilacm r�li�cl hea�-ily
un iuci�eme�it and Upiiziuiz t�i ci�� su.l�Gir g�u�e�hnical �iigi:zecr c:u7 �inaHze
�he recnn�mt�ld:�lic�ns curiy a�ie�r al�s�1•�•i�+g�+�rir��! si+l�siri•�Lrcr rnirdr[ic�ris
exposeif �iuiiiz�; ismsiru�lii�n. If ilin�u�h ��hsen•ali�ioz y�ur �,cn[r�hni��il
eugineer t�+nfirius tEiat tlle �undilivns assusued t�s e�isi arluallV d� eEist,
the reccrnvmnda�inns e:in 1�� relied upnn, assumin� nn nlher rh:tiiges have
occurred. 77ie Qeotecl2nical ertgineer who p1-epared fhis report ca�inot assunie
responsrbilit�� or liabilrtv for co�ifiimation-dependent recomniendatiolis if yoii
fail to retnin that engi�ieer to perforan ions[ruction observatim2.
This Report Could Be Misinterpreted
❑[Izrr �ir��giz prnl'essionals' misinlerp�ctaliun ul �ec�lerhni�:il-
en�ineerin� rc}��rEs has resulted ii� cuslly pr.�t�leu�s. Cunlr��n� ihal risk
hy 11a�-in3 r��ui' �enlechnical engin�er ser�•e as a rantintiiitg n��mber of
the design team, to:
. confer with other design-team meinbers;
. help develop specihcations;
. review pertiiient elements of other design professionals' plans and
specifications; and
. be available whenever geotechnical-engineerin� guidance is needed.
You should also confront the risk of constructors misinterpretiug this
report. Do so by retaining }'our geotechnical engineer to participate in
prebid and preconstruction conferences and to perfonn construction-
phase observations.
Give Constructors a Complete Report and Guidance
Some owners and design professionals mistakenly believe they can shift
unanticipated-subsurface-conditions liability to constructors by limiting
the infor�nation they provide for bid preparation. To help prevent
tlze �osilt•, �ai�lentious problems this practice has caused, indude tlle
cnEn��irl� �e��technica]-engineering report, along with any attachments
or appendices, �vith your contract docwnents, but be certaiFi to note
iai�sEiir�rn�r.fti dlur� ynu've iirrfirrfec! Nie rnate�•i�sf tnr iv�j�+ii�r��[tnn purposes
wrii'. Tu :s�'u'sd ���isiinderstancling, y��u may alsci ��'ant tU nute that
"infnrm.alinnal pur�nsL;' means cnnstructors ha�•� no rigl3l to rely on
tlir in��rpre[.tli�,ns, ��E,{niuns. cc�nclusin��ti, or rcccuns7zrsa�iaii�,n. in lhr
i'��u��'�. Fie certain lliat cemstru[tors i:nu�v �h�r �na}' l�arn :�be�uE sE�erific
prnject requiren��a�ts, inriudin� optirnzs aclz�t«i irnm tlze rcps�rl, n��lti
from the design drawings and specifications. Remind constructors
thal lliey r�z:e]• per��r�it ti�eir �nz•n studirs iFtftiey wa��t tU, and br srcr•c• [c�
nitt�i+• rl�augir rh�rt• tn ��rmi� [he�n tn c�i� sa []nly tliei3 rnigllt yau be in
a p��sitie�n tei gir� C�msU'uclurti ihc inli�rni.a�i�tin a�'aiiah€� ln }�nu, ��•hile
requiriiit; [hrm lU at ieast sltare some �� thr linaiuial s'espuizsihililir>
stemming from unanticipated conditions. Conducting prebid and
preconstruction conferences can also be valuable in this respec[.
Read Responsibility Provisions Closely
Some client representatives, design professionals, and constructors do
not realize that geotechnical engineering is far less exact than other
rn�in�ering �3istipiin�x. 7Tiis hap}�ri��in parl herautir soil an.i ro�k on
ps'�jtici su�s are [i'picall}' lieterogeilevus and nut manufac�urecl materials
�rith t��ell-deiined �oi�i3ie�ring prn}�crties like steel arid co�zrrete. �lhat
lack of understanding has nurtured unrealistic expectations that have
resulted in disappointments, delays, cost overruns, claims, and disputes.
To confront that risk, geotechnical engineers commonly include
explanatory provisions in their reports. Sometimes lahelecf "limitalions;'
many uf these provisions indicate where geotechuiral engiiieers'
responsibilities begin and end, to help others recognize their own
responsibilities and risks. Read these provisions dosely. Ask questions.
Your geotechnical engineer should respond fully and frankly.
Geoenvironmental Concerns Are Not Covered
The personnel, equipment, and tecliniques used to perform an
environmental study - e.g., a"phase-one" or "phase-two" em�ironmental
site assessment - differ signiticandy from those used to perforin a
�«�tetlinii�iE-esi�in�e�'�n� slt�dl'. I�ur [hat r�•aYnit, a ��ri�erll�iical-citgineeri�ig
I'�F7UI-[ l�1105 flU[ LltiU.III�' F�TUYI�L' L•Ilt'IT'C�i1fT1L'Tlli3� Iii1CIiFl�s, �nnilusic�nti, c�r
rcru��itnenel:uiw3s; r.g., ab�uc tlx likrlilwctid u� encu��orteriny un�feryr��inc!
storage tanks or regulated cont�uninants. Unanticipated subsurface
em�irorimental problem� hnve led to projec t failures. If you have not
obtained your o�v�t ci�rironmental inlurmatiun al���ut llae project site,
ask yow� geotechnical cnnsultant f'�r a rernmizienda�ion on how to find
environmen[al risk-management guidance.
Obtain Professional Assistance to Deal with
Moisture Infiltration and Mold
While your aeotechnical engineer ma}� ha�•e addressed ground�vater,
water infiltration, or similar issues in this report, the engineer's
services were not designed, couducted, or intended to prevent
migration of moisture - including water vapor - from the soil
through building slabs and walls and into the building interior, where
it can cause mold growth and material-performance deficiencies.
Accordingly, proper implemeritatio�i of thegeotecltriicnl engineer's
recommettdations will not of itself be su�'icie�it to prevent
moisture inftltration. Confront the risk of moisture inftltration by
including building-envelope or mold specialists on the design team.
Geotechnical engiiieer•s are not building-envelope or mold specialists.
�GEOPROFESSIONAL
BUSINESS
r ASSOCIATION
Telephone: 301 /565-2733
e-inail: inio@geoprofessional.org www.geoprofessional.org
S.upyri�6t 2Pl!� hy Ci�•��pruli���unal liu.:i��r;.:�..n��ai�un i� ik�:ly. llu}Tliea�imti. rtpr��duc�[inr:. nr e�iEi)•inb u!' �hii dncu�uc��l. ira �rl�ul� ur iu Nan.l+]' am' niran. s��Gsi.nrcrr, is sendly
pr�il��€�iird. rx.rF� t�•itL [;R:iti,�re.iii� n•riti�n prra>>.iiun. Eis�rrpun�. ��i1�71iu�, ur ntlfrr.+•ixc rxlr:tctinr� vti'nrdinb Iriau �Iin du[wnr�ll i. ��rrnuneJ ��nlr vriilz Ilic c'���reSc��'rilldn
�+rrini„i��n �d [�ES 1, snd �uily- tiir �nu���ac• �il xehnlarir rr.rar�I� ur lv���iF; rr�-irtis f.�nl�• mrisilticr. oi cill.� nza)' uxr il�is ilueumrac .�r is: rrnrdin4a. �� �unt�lcrnrm l�� nr .i. an elr«irnt
n! .� rky�i�ri �+i anr �,�ua. :Inv ��ilier �irm. in�li���aua1. nr �rilicr ri�tin• tlia[ .�� ::tr: il::, documcni 5�•ill�aul i�ri+�G a GfS.I �ue�nhd:�.��tid�l he tnnnnilnnti nc�3i�;.•n�
GR-01 60 00
PRODUCT
REQUIREMENTS
Approval Spec No.Classsification Manufacturer Model No.National Spec Size
Storm Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 03/19/2021)
9/28/2018 33 05 13 Manhole Frames and Covers AccuCast (Govind Steel Company, LTD)MHRC #220605 ASTM A48 AASHTO M306 **24" Dia
9/28/2018 33 05 13 Manhole Cover Neenah Foundry NF-1274-T91 ASTM A48 AASHTO M306 32" Dia
9/28/2018 33 05 13 Manhole Frames and Covers Neenah Foundry NF-1743-LM (Hinged)ASTM A48 AASHTO M306 32" Dia
9/28/2018 33 05 13 Manhole Frame Neenah Foundry NF-1930-30 ASTM A48 AASHTO M306 32.25" Dia
9/28/2018 33 05 13 Manhole Frames and Covers Neenah Foundry R-1743-HV ASTM A48 AASHTO M306 32" Dia
4/3/2019 33 05 13 Manhole Frames and Covers SIP Industries ++2279ST ASTM A48 AASHTO M306 **24" Dia
4/3/2019 33 05 13 Manhole Frames and Covers SIP Industries ++2280ST ASTM A48 AASHTO M306 32" Dia
10/8/2020 33 05 13 Manhole Frames and Covers EJ ( Formally East Jordan Iron Works)EJ1033 Z2/A ASTM A536 AASHTO M306 32.25" Dia
CITY OF FORT WORTH
TRANSPORTATION & PUBLIC WORKS DEPARTMENT
STORMWATER MANAGEMENT DIVISION
STANDARD PRODUCT LIST
PAGE 1 OF 3
**Note: All new development and new installation mahnole lids shall meet the minimum 30-inch opening requirement as specified in City Specification 33 05 13. Any smaller opening sizes will only be allowed for existing manholes that require replacement
frames and covers.
Updated: 03/19/2021
* From Original Standard Products List
Approval Spec No.Classsification Manufacturer Model No.National Spec Size
Storm Sewer - Inlet & Structures 33-05-13 (Rev 10/13/2021)
10/08/20 33 49 20 Curb Inlets Forterrra FRT-10x3-405-PRECAST**ASTM C913 10' X 3'
10/08/20 33 49 20 Curb Inlets Forterrra FRT-10x3-406-PRECAST**ASTM C913 10' X 3'
10/08/20 33 49 20 Curb Inlets Forterrra FRT-10x4.5-407-PRECAST**ASTM C913 10' X 4.5'
10/08/20 33 49 20 Curb Inlets Forterrra FRT-10x4.5-420-PRECAST**ASTM C913 10' X 4.5'
10/08/20 33 39 20 Manhole Forterrra FRT-4X4-409-PRECAST-TOP ASTM C913 4' X 4'
10/08/20 33 39 20 Manhole Forterrra FRT-4X4-409-PRECAST-BASE ASTM C913 4' X 4'
10/08/20 33 39 20 Manhole Forterrra FRT-5X5-410-PRECAST-TOP ASTM C913 5' X 5'
10/08/20 33 39 20 Manhole Forterrra FRT-5X5-410-PRECAST-BASE ASTM C913 5' X 5'
10/08/20 33 39 20 Manhole Forterrra FRT-6X6-411-PRECAST-TOP ASTM C913 6' X 6'
10/08/20 33 39 20 Manhole Forterrra FRT-6X6-411-PRECAST-BASE ASTM C913 6' X 6'
3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-10X3-405-PRECAST INLET**ASTM 615 10' X 3'
3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-15X3-405-PRECAST INLET**ASTM 615 15' x 3'
3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-20X3-405-PRECAST INLET**ASTM 615 20' x 3'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-4X4-409-PRECAST TOP ASTM 615 4' X 4'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-4X4-409-PRECAST BASE ASTM 615 4' X 4'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-4X4-412-PRECAST 4-FT RISER ASTM 615 4' X 4'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-5X5-410-PRECAST TOP ASTM 615 5' X 5'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-5X5-410-PRECAST BASE ASTM 615 5' X 5'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-5X5-412-PRECAST 5-FT RISER ASTM 615 5' X 5'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-6X6-411-PRECAST TOP ASTM 615 6' X 6'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-6X6-411-PRECAST BASE ASTM 615 6' X 6'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-6X6-412-PRECAST 6-FT RISER ASTM 615 6' X 6'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-7X7-411-PRECAST TOP ASTM 615 7' X 7'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-7X7-411-PRECAST BASE ASTM 615 7' X 7'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-7X7-412-PRECAST 4-FT RISER ASTM 615 7' X 7'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X8-411-PRECAST TOP ASTM 615 8' X 8'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X8-411-PRECAST BASE ASTM 615 8' X 8'
3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X8-412-PRECAST 5-FT RISER ASTM 615 8' X 8'
3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-4X4-408-PRECAST INLET ASTM 615 4' X 4'
3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-5X5-408-PRECAST INLET ASTM 615 5' X 5'
3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-6X6-408-PRECAST INLET ASTM 615 6' X 6'
CITY OF FORT WORTH
TRANSPORTATION & PUBLIC WORKS DEPARTMENT
STORMWATER MANAGEMENT DIVISION
STANDARD PRODUCT LIST
PAGE 2 OF 3
**Note: Pre-cast inlets are appoved for the stage I portion of the structure (basin) only. Stage II portion of the structure are required to required to be cast in-place. No exceptions to this requirement shall be allowed.
Updated: 10/13/21
* From Original Standard Products List
Approval Spec No.Classsification Manufacturer Model No.National Spec Size
Storm Sewer - Pipes 33-05-13 (Rev 03/19/21)
4/9/2021 33 41 13 Storm Drain Pipes Advanced Drainage Systems, Inc. (ADS)ADS HP Storm Polypropylene (PP) Pipe ASTM F2881 & AASHTO M330 12" - 60"
CITY OF FORT WORTH
TRANSPORTATION & PUBLIC WORKS DEPARTMENT
STORMWATER MANAGEMENT DIVISION
STANDARD PRODUCT LIST
PAGE 3 OF 3
Updated: 04/14/21
Approval Spec No. Classsification Manufacturer Model No. National Spec Size
Water & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/16)
07/23/97 33 05 13 Urethane Hydrophilic Waterstop Asahi Kogyo K.K. Adeka Ultra-Seal P-201 ASTM D2240/D412/D792
04/26/00 33 05 13 Offset Joint for 4' Diam. MH Hanson Concrete Products Drawing No. 35-0048-001
04/26/00 33 05 13 Profile Gasket for 4' Diam. MH. Press-Seal Gasket Corp. 250-4G Gasket ASTM C-443/C-361 SS MH
1/26/99 33 05 13 HDPE Manhole Adjustment Rings Ladtech, Inc HDPE Adjustment Ring Traffic and Non-traffic area
5/13/05 33 05 13 Manhole External Wrap Canusa - CPS WrapidSeal Manhole Encapsulation System
Water & Sewer - Manholes & Bases/Fiberglass 33-39-13 (1/8/13)
1/26/99 33 39 13 Fiberglass Manhole Fluid Containment, Inc. Flowtite ASTM 3753 Non-traffic area
08/30/06 33 39 13 Fiberglass Manhole L.F. Manufacturing Non-traffic area
Water & Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16)
* 33 05 13 Manhole Frames and Covers Western Iron Works, Bass & Hays Foundry 1001 24"x40" WD
Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16)
* 33 05 13 Manhole Frames and Covers Western Iron Works, Bass & Hays Foundry 30024 24" Dia.
* 33 05 13 Manhole Frames and Covers McKinley Iron Works Inc. A 24 AM 24" Dia.
08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry R-1272 ASTM A48 & AASHTO M306 24" Dia.
08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry R- 165-LM (Hinged) ASTM A48 & AASHTO M306 24" Dia.
08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry NF 1274 ASTM A48 & AASHTO M306 30" Dia.
08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry R-1743-LM (Hinged) ASTM A48 & AASHTO M306 30" dia.
33 05 13 Manhole Frames and Covers Sigma Corporation MH-144N
33 05 13 Manhole Frames and Covers Sigma Corporation MH-143N
33 05 13 Manhole Frames and Covers Pont-A-Mousson GTS-STD 24" dia.
33 05 13 Manhole Frames and Covers Neenah Casting 24" dia.
10/31/06 33 05 13 Manhole Frames and Covers (Hinged) Powerseal Hinged Ductile Iron Manhole ASTM A536 24" Dia.
7/25/03 33 05 13 Manhole Frames and Covers Saint-Gobain Pipelines (Pamrex/rexus) RE32-R8FS 30" Dia.
01/31/06 33 05 13 30" Dia. MH Ring and Cover East Jordan Iron Works V1432-2 and V1483 Designs AASHTO M306-04 30" Dia.
11/02/10 33 05 13 30" Dia. MH Ring and Cover Sigma Corporation MH1651FWN & MH16502 30" Dia
07/19/11 33 05 13 30" Dia. MH Ring and Cover Star Pipe Products MH32FTWSS-DC 30" Dia
08/10/11 33 05 13 30" Dia. MH Ring and Cover Accucast 220700 Heavy Duty with Gasket Ring 30" Dia
10/14/13 33 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable) East Jordan Iron Works
30" ERGO XL Assembly
with Cam Lock/MPIC/T-Gasket ASSHTO M105 & ASTM A536 30" Dia
06/01/17 34 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable) CI SIP Industries 2280 (32") ASTM A 48 30" Dia.
09/16/19 33 05 13 30" Dia. MH Ring and Cover Composite Access Products, L.P.
CAP-ONE-30-FTW, Composite, w/ Lock
w/o Hing 30" Dia.
10/07/21 34 05 13 30" Dia. MH Ring and Cover Trumbull Manufacturing 32"(30") Frame and Cover 30" Dia.
Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/16)
* 33 05 13 Manhole Frames and Covers Pont-A-Mousson Pamtight 24" Dia.
* 33 05 13 Manhole Frames and Covers Neenah Casting 24" Dia.
* 33 05 13 Manhole Frames and Covers Western Iron Works,Bass & Hays Foundry 300-24P 24" Dia.
* 33 05 13 Manhole Frames and Covers McKinley Iron Works Inc. WPA24AM 24" Dia.
03/08/00 33 05 13 Manhole Frames and Covers Accucast RC-2100 ASTM A 48 24" Dia.
04/20/01 33 05 13 Manhole Frames and Covers (SIP)Serampore Industries Private Ltd. 300-24-23.75 Ring and Cover ASTM A 48 24" Dia.
Water & Sewer - Manholes & Bases/Precast Concrete (Rev 1/8/13)
* 33 39 10 Manhole, Precast Concrete Hydro Conduit Corp SPL Item #49 ASTM C 478 48"
* 33 39 10 Manhole, Precast Concrete Wall Concrete Pipe Co. Inc. ASTM C-443 48"
09/23/96 33 39 10 Manhole, Precast Concrete Concrete Product Inc. 48" I.D. Manhole w/ 32" Cone ASTM C 478 48" w/32" cone
05/08/18 33 39 10 Manhole, Precast Concrete The Turner Company 48", 60" I.D. Manhole w/ 32" Cone ASTM C 478 48", 60"
10/27/06 33 39 10 Manhole, Precast Concrete Oldcastle Precast Inc. 48" I.D. Manhole w/ 24" Cone ASTM C 478 48" Diam w 24" Ring
06/09/10 33 39 10 Manhole, Precast (Reinforced Polymer)Concrete US Composite Pipe Reinforced Polymer Concrete ASTM C-76 48" to 72"
09/06/19 33 39 20 Manhole, Precast Concrete Forterra Pipe and Precast 60" & 72" I.D. Manhole w/32" Cone ASTM C-76 60" & 72"
10/07/21 32 39 20 Manhole, Precast Concrete Forterra Pipe and Precast 48" I.D. Manhole w/32" Cone ASTM C-77 48"
10/07/21 33 39 20 Manhole, Precast (Reinforced Polymer) Concrete Armorock 48" & 60" I.D. Manhole w/32" Cone 48" & 60"
10/07/21 33 39 20 Manhole, Precast (Hybrid) Polymer & PVC Predl Systems 48" & 60" I.D. Manhole w/32" Cone 48" & 60"
Water & Sewer - Manholes & Bases/Rehab Systems/Cementitious
* E1-14 Manhole Rehab Systems Quadex
04/23/01 E1-14 Manhole Rehab Systems Standard Cement Materials, Inc. Reliner MSP
E1-14 Manhole Rehab Systems AP/M Permaform
4/20/01 E1-14 Manhole Rehab System Strong Company Strong Seal MS2A Rehab System
5/12/03 E1-14 Manhole Rehab System (Liner) Poly-triplex Technologies MH repair product to stop infiltration ASTM D5813
08/30/06 General Concrete Repair FlexKrete Technologies Vinyl Polyester Repair Product Misc. Use
Water & Sewer - Manholes & Bases/Rehab Systems/NonCementitious
05/20/96 E1-14 Manhole Rehab Systems Sprayroq, Spray Wall Polyurethane Coating ASTM D639/D790
* E1-14 Manhole Rehab Systems Sun Coast
12/14/01 Coating for Corrosion protection(Exterior) ERTECH Series 20230 and 2100 (Asphatic Emulsion)
For Exterior Coating of Concrete
Structures Only
01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, S1HB, S1, S2 Acid Resistance Test Sewer Applications
8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications
08/30/06 Coatings for Corrosion Protection Citadel SLS-30 Solids Epoxy Sewer Applications
03/19/18
33 05 16, 33 39 10,
33 39 20 Coating for Corrosion protection(Exterior) Sherwin Williams
RR&C Dampproofing Non-Fibered Spray
Grade (Asphatic Emulsion)
For Exterior Coating of Concrete
Structures Only
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Note: 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.
Updated: 11/08/2021
* From Original Standard Products List 1
Approval Spec No. Classsification Manufacturer Model No. National Spec Size
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Note: 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.
Updated: 11/08/2021
Water & Sewer - Manhole Inserts - Field Operations Use Only (Rev 2/3/16)
* 33 05 13 Manhole Insert Knutson Enterprises Made to Order - Plastic ASTM D 1248 For 24" dia.
* 33 05 13 Manhole Insert South Western Packaging Made to Order - Plastic ASTM D 1248 For 24" dia.
* 33 05 13 Manhole Insert Noflow-Inflow Made to Order - Plastic ASTM D 1248 For 24" dia.
09/23/96 33 05 13 Manhole Insert Southwestern Packing & Seals, Inc. LifeSaver - Stainless Steel For 24" dia.
09/23/96 33 05 13 Manhole Insert Southwestern Packing & Seals, Inc. TetherLok - Stainless Steel For 24" dia
Water & Sewer - Pipe Casing Spacers 33-05-24 (07/01/13)
11/04/02 Steel Band Casing Spacers Advanced Products and Systems, Inc. Carbon Steel Spacers, Model SI
02/02/93 Stainless Steel Casing Spacer Advanced Products and Systems, Inc. Stainless Steel Spacer, Model SSI
04/22/87 Casing Spacers Cascade Waterworks Manufacturing Casing Spacers
09/14/10 Stainless Steel Casing Spacer Pipeline Seal and Insulator Stainless Steel Casing Spacer Up to 48"
09/14/10 Coated Steel Casin Spacers Pipeline Seal and Insulator Coated Steel Casin Spacers Up to 48"
05/10/11 Stainless Steel Casing Spacer Powerseal 4810 Powerchock Up to 48"
03/19/18 Casing Spacers BWM SS-12 Casing Spacer(Stainless Steel)
03/19/18 Casing Spacers BWM
FB-12 Casing Spacer (Coated Carbon Steel)
for Non_pressure Pipe and Grouted Casing
Water & Sewer - Pipes/Ductile Iron 33-11-10(1/8/13)
* 33 11 10 Ductile Iron Pipe Griffin Pipe Products, Co. Super Bell-Tite Ductile Iron Pressure Pipe, AWWA C150, C151 3" thru 24"
08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Fastite Pipe (Bell Spigot) AWWA C150, C151 4" thru 30"
08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Flex Ring (Restrained Joint) AWWA C150, C151 4" thru 30"
* 33 11 10 Ductile Iron Pipe U.S. Pipe and Foundry Co. AWWA C150, C151
* 33 11 10 Ductile Iron Pipe McWane Cast Iron Pipe Co. AWWA C150, C151
Water & Sewer - Utility Line Marker (08/24/2018)
Sewer - Coatings/Epoxy 33-39-60 (01/08/13)
02/25/02 Epoxy Lining System Sauereisen, Inc SewerGard 210RS LA County #210-1.33
12/14/01 Epoxy Lining System Ertech Technical Coatings Ertech 2030 and 2100 Series
04/14/05 Interior Ductile Iron Pipe Coating Induron Protecto 401 ASTM B-117 Ductile Iron Pipe Only
01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, S1HB, S1, S2 Acid Resistance Test Sewer Applications
8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications
Sewer - Coatings/Polyurethane
Sewer - Combination Air Valves
05/25/18 33-31-70 Air Release Valve A.R.I. USA, Inc. D025LTP02(Composite Body) 2"
Sewer - Pipes/Concrete
* E1-04 Conc. Pipe, Reinforced Wall Concrete Pipe Co. Inc. ASTM C 76
* E1-04 Conc. Pipe, Reinforced Hydro Conduit Corporation Class III T&G, SPL Item #77 ASTM C 76
* E1-04 Conc. Pipe, Reinforced Hanson Concrete Products SPL Item #95-Manhole, #98- Pipe ASTM C 76
* E1-04 Conc. Pipe, Reinforced Concrete Pipe & Products Co. Inc. ASTM C 76
Sewer - Pipe Enlargment System (Method)33-31-23 (01/18/13)
PIM System PIM Corporation Polyethylene PIM Corp., Piscata Way, N.J. Approved Previously
McConnell Systems McLat Construction Polyethylene Houston, Texas Approved Previously
TRS Systems Trenchless Replacement System Polyethylene Calgary, Canada Approved Previously
Sewer - Pipe/Fiberglass Reinforced Pipe 33-31-13(1/8/13)
7/21/97 33 31 13 Cent. Cast Fiberglass (FRP) Hobas Pipe USA, Inc. Hobas Pipe (Non-Pressure) ASTM D3262/D3754
03/22/10 33 31 13 Fiberglass Pipe (FRP) Ameron Bondstrand RPMP Pipe ASTM D3262/D3754
04/09/21 Glass-Fiber Reinforced Polymer Pipe (FRP) Thompson Pipe Group Thompson Pipe (Flowtite) ASTM D3262/D3754
4/14/05 Polymer Modified Concrete Pipe Amitech USA Meyer Polycrete Pipe ASTM C33, A276, F477 8" to 102", Class V
06/09/10 E1-9 Reinforced Polymer Concrete Pipe US Composite Pipe Reinforced Polymer Concrete Pipe ASTM C-76
Sewer - Pipes/HDPE 33-31-23(1/8/13)
* High-density polyethylene pipe Phillips Driscopipe, Inc. Opticore Ductile Polyethylene Pipe ASTM D 1248 8"
* High-density polyethylene pipe Plexco Inc. ASTM D 1248 8"
* High-density polyethylene pipe Polly Pipe, Inc. ASTM D 1248 8"
High-density polyethylene pipe CSR Hydro Conduit/Pipeline Systems McConnell Pipe Enlargement ASTM D 1248
Sewer - Pipes/PVC (Pressure Sewer) 33-11-12 (4/1/13)
12/02/11 33-11-12 DR-14 PVC Pressure Pipe Pipelife Jetstream PVC Pressure Pipe AWWA C900 4" thru 12"
10/22/14 33-11-12 DR-14 PVC Pressure Pipe Royal Building Products Royal Seal PVC Pressure Pipe AWWA C900 4" thru 12"
* From Original Standard Products List 2
Approval Spec No. Classsification Manufacturer Model No. National Spec Size
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Note: 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.
Updated: 11/08/2021
Sewer - Pipes/PVC* 33-31-20 (7/1/13)
* 33-31-20 PVC Sewer Pipe J-M Manufacturing Co., Inc. (JM Eagle) SDR-26 ASTM D 3034 4" - 15"
12/23/97* 33-31-20 PVC Sewer Pipe Diamond Plastics Corporation SDR-26
ASTM D 3034 4" thru 15"
* 33-31-20 PVC Sewer Pipe Lamson Vylon Pipe ASTM F 789 4" thru 15"
01/18/18 33-31-20 PVC Sewer Pipe Vinyltech PVC Pipe Gravity Sewer ASTM D3034 4" thru 15"
11/11/98 33-31-20 PVC Sewer Pipe Diamond Plastics Corporation "S" Gravity Sewer Pipe ASTM F 679 18" to 27"
* 33-31-20 PVC Sewer Pipe J-M Manufacturing Co, Inc. (JM Eagle) SDR 26/35 PS 115/46 ASTM F 679 18" - 28"
09/11/12 33-31-20 PVC Sewer Pipe Pipelife Jet Stream SDR-26 and SDR-35 ASTM F-679 18"
05/06/05 33-31-20 PVC Solid Wall Pipe Diamond Plastics Corporation SDR 26/35 PS 115/46 ASTM F-679 18" to 48"
04/27/06 33-31-20 PVC Sewer Fittings Harco SDR-26 and SDR-35 Gasket Fittings ASTM D-3034, D-1784, etc 4" - 15"
*33-31-20 PVC Sewer Fittings Plastic Trends, In.c Gasketed PVC Sewer Main Fittings ASTM D 3034
3/19/2018 33 31 20 PVC Sewer Pipe Pipelife Jet Stream SDR 35 ASTM F679 18"- 24"
3/19/2018 33 31 20 PVC Sewer Pipe Pipelife Jet Stream SDR 26 ASTM D3034 4"- 15"
3/29/2019 33 31 20
Gasketed Fittings (PVC)GPK Products, Inc. SDR 26 ASTM D3034/F-679 4"- 15"
10/21/2020 33 31 20 PVC Sewer Pipe NAPCO SDR 26 ASTM D3034 4" - 15"
10/22/2020 33 31 20 PVC Sewer Pipe Sanderson Pipe Corp. SDR 26 ASTM D3034 4"- 15"
10/21/2020 33 31 20 PVC Sewer Pipe NAPCO SDR 26/35 PS 115/46 ASTM F-679 18"- 36"
Sewer - Pipes/Rehab/CIPP 33-31-12 (01/18/13)
* Cured in Place Pipe Insituform Texark, Inc ASTM F 1216
05/03/99 Cured in Place Pipe National Envirotech Group National Liner, (SPL) Item #27 ASTM F-1216/D-5813
05/29/96 Cured in Place Pipe Reynolds Inc/Inliner Technolgy (Inliner USA) Inliner Technology ASTM F 1216
Sewer - Pipes/Rehab/Fold & Form
* Fold and Form Pipe Cullum Pipe Systems, Inc.
11/03/98 Fold and Form Pipe Insituform Technologies, Inc. Insituform "NuPIpe" ASTM F-1504
Fold and Form Pipe American Pipe & Plastics, Inc.Demo. Purpose Only
12/04/00 Fold and Form Pipe Ultraliner Ultraliner PVC Alloy Pipeliner ASTM F-1504, 1871, 1867
06/09/03 Fold and Form Pipe Miller Pipeline Corp. EX Method ASTM F-1504, F-1947 Up to 18" diameter
Sewer - Pipes/Open Profile Large Diameter
09/26/91 E100-2 PVC Sewer Pipe, Ribbed Lamson Vylon Pipe Carlon Vylon H.C. Closed Profile Pipe, ASTM F 679 18" to 48"
09/26/91 E100-2 PVC Sewer Pipe, Ribbed Extrusion Technologies, Inc. Ultra-Rib Open Profile Sewer Pipe ASTM F 679 18" to 48"
E100-2 PVC Sewer Pipe, Ribbed Uponor ETI Company
11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Double Wall Advanced Drainage Systems (ADS) SaniTite HP Double Wall (Corrugated) ASTM F 2736 24"-30"
11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Triple Wall Advanced Drainage Systems (ADS) SaniTite HP Triple Wall Pipe ASTM F 2764 30" to 60"
05/16/11 Steel Reinforced Polyethylene Pipe ConTech Construction Products Durmaxx ASTM F 2562 24" to 72"
Water - Appurtenances 33-12-10 (07/01/13)
01/18/18 33-12-10 Double Strap Saddle Romac 202NS Nylon Coated AWWA C800 1"-2" SVC, up to 24" Pipe
08/28/02 Double Strap Saddle Smith Blair #317 Nylon Coated Double Strap Saddle
07/23/12 33-12-10 Double Strap Service Saddle Mueller Company DR2S Double (SS) Strap DI Saddle AWWA C800 1"-2" SVC, up to 24" Pipe
10/27/87 Curb Stops-Ball Meter Valves McDonald 6100M,6100MT & 610MT 3/4" and 1"
10/27/87 Curb Stops-Ball Meter Valves McDonald 4603B, 4604B, 6100M, 6100TM and 6101M 1½" and 2"
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Ford Meter Box Co., Inc.
FB600-7NL, FB1600-7-NL, FV23-777-W-NL,
L22-77NL AWWA C800 2"
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Ford Meter Box Co., Inc.
FB600-6-NL, FB1600-6-NL, FV23-666-W-
NL, L22-66NL AWWA C800 1-1/2"
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Ford Meter Box Co., Inc.
FB600-4-NL, FB1600-4-NL, B11-444-WR-
NL, B22444-WR-NL, L28-44NL AWWA C800 1"
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Mueller Co., Ltd.
B-25000N, B-24277N-3, B-20200N-3, H-
15000N, , H-1552N, H142276N
AWWA C800, ANSF 61,
ANSI/NSF 372 2"
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Mueller Co., Ltd.
B-25000N, B-20200N-3, B-24277N-3,H-
15000N, H-14276N, H-15525N
AWWA C800, ANSF 61,
ANSI/NSF 372 1-1/2"
5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Mueller Co., Ltd.
B-25000N, B-20200N-3,H-15000N, H-
15530N
AWWA C800, ANSF 61,
ANSI/NSF 372 1"
01/26/00 Coated Tapping Saddle with Double SS Straps JCM Industries, Inc. #406 Double Band SS Saddle 1"-2" Taps on up to 12"
0/5/21/12 33-12-25 Tapping Sleeve (Coated Steel) JCM Industries, Inc. 412 Tapping Sleeve ESS AWWA C-223 Up to 30" w/12" Out
05/10/11 Tapping Sleeve (Stainless Steel) Powerseal 3490AS (Flange) & 3490MJ 4"-8" and 16"
02/29/12 33-12-25 Tapping Sleeve (Coated Steel) Romac FTS 420 AWWA C-223 U p to 42" w/24" Out
02/29/12 33-12-25 Tapping Sleeve (Stainless Steel) Romac SST Stainless Steel AWWA C-223 Up to 24" w/12" Out
02/29/12 33-12-25 Tapping Sleeve (Stainless Steel) Romac SST III Stainless Steel AWWA C-223 Up to 30" w/12" Out
05/10/11 Joint Repair Clamp Powerseal 3232 Bell Joint Repair Clamp 4" to 30"
Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW37C-12-1EPAF FTW
Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW39C-12-1EPAF FTW
08/30/06 Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW65C-14-1EPAF FTW Class "A"
Concrete Meter Box Bass & Hays CMB37-B12 1118 LID-9
Concrete Meter Box Bass & Hays CMB-18-Dual 1416 LID-9
Concrete Meter Box Bass & Hays CMB65-B65 1527 LID-9
Water - Bolts, Nuts, and Gaskets 33-11-05 (01/08/13)
* From Original Standard Products List 3
Approval Spec No. Classsification Manufacturer Model No. National Spec Size
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Note: 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.
Updated: 11/08/2021
Water - Combination Air Release 33-31-70 (01/08/13)
* E1-11 Combination Air Release Valve GA Industries, Inc. Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A
240 - float, ASTM A 307 - Cover
Bolts
1" & 2"
* E1-11 Combination Air Release Valve Multiplex Manufacturing Co.
Crispin Air and Vacuum Valves, Model No. 1/2", 1" & 2"
* E1-11 Combination Air Release Valve Valve and Primer Corp. APCO #143C, #145C and #147C 1", 2" & 3"
Water - Dry Barrel Fire Hydrants 33-12-40 (01/15/14)
10/01/87 E-1-12 Dry Barrel Fire Hydrant American-Darling Valve Drawing Nos. 90-18608, 94-18560 AWWA C-502
03/31/88 E-1-12 Dry Barrel Fire Hydrant American Darling Valve Shop Drawing No. 94-18791 AWWA C-502
09/30/87 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Shop Drawing No. D-19895 AWWA C-502
01/12/93 E-1-12 Dry Barrel Fire Hydrant American AVK Company Model 2700 AWWA C-502
08/24/88 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Drawings D20435, D20436, B20506 AWWA C-502
E-1-12 Dry Barrel Fire Hydrant ITT Kennedy Valve Shop Drawing No. D-80783FW AWWA C-502
09/24/87 E-1-12 Dry Barrel Fire Hydrant M&H Valve Company Shop Drawing No. 13476 AWWA C-502
10/14/87 E-1-12 Dry Barrel Fire Hydrant Mueller Company
Shop Drawings No. 6461
A-423 Centurion AWWA C-502
01/15/88 E1-12 Dry Barrel Fire Hydrant Mueller Company
Shop Drawing FH-12
A-423 Super Centurion 200 AWWA C-502
10/09/87 E-1-12 Dry Barrel Fire Hydrant U.S. Pipe & Foundry Shop Drawing No. 960250 AWWA C-502
09/16/87 E-1-12 Dry Barrel Fire Hydrant Waterous Company Shop Drawing No. SK740803 AWWA C-502
08/12/16 33-12-40 Dry Barrel Fire Hydrant EJ (East Jordan Iron Works) WaterMaster 5CD250
Water - Meters
02/05/93 E101-5 Detector Check Meter Ames Company Model 1000 Detector Check Valve AWWA C550 4" - 10"
08/05/04 Magnetic Drive Vertical Turbine Hersey Magnetic Drive Vertical AWWA C701, Class 1 3/4" - 6"
Water - Pipes/PVC (Pressure Water) 33-31-70 (01/08/13)
01/18/18 33-11-12 PVC Pressure Pipe Vinyltech PVC Pipe DR14
AWWA C900, AWWA C605,
ASTM D1784 4"-12"
3/19/2018 33 11 12 PVC Pressure Pipe Pipelife Jet Stream DR14 AWWA C900 4"-12"
3/19/2018 33 11 12 PVC Pressure Pipe Pipelife Jet Stream DR18 AWWA C900 16"-24"
5/25/2018 33 11 12 PVC Pressure Pipe Diamond Plastics Corporation DR 14 AWWA C900 4"-12"
5/25/2018 33 11 12 PVC Pressure Pipe Diamond Plastics Corporation DR 18 AWWA C900 16"-24"
12/6/2018 33 11 12 PVC Pressure Pipe J-M Manufacturing Co., Inc d/b/a JM Eagle DR 14
AWWA C900-16
UL 1285
ANSI/NSF 61
FM 1612
4"-28"
12/6/2018 33 11 12 PVC Pressure Pipe J-M Manufacturing Co., Inc d/b/a JM Eagle DR 18
AWWA C900-16
UL 1285
ANSI/NSF 61
FM 1612
16"-24"
9/6/2019 33 11 12 PVC Pressure Pipe Underground Solutions Inc. DR14 Fusible PVC AWWA C900 4" - 8"
9/6/2019 33 11 12 PVC Pressure Pipe NAPCO DR18 AWWA C900 16" - 24"
9/6/2019 33 11 12 PVC Pressure Pipe NAPCO DR14 AWWA C900 4"- 12"
9/6/2019 33 11 12 PVC Pressure Pipe Sanderson Pipe Corp. DR14 AWWA C900 4"- 12"
Water - Pipes/Valves & Fittings/Ductile Iron Fittings 33-11-11 (01/08/13)
07/23/92 E1-07 Ductile Iron Fittings Star Pipe Products, Inc. Mechanical Joint Fittings AWWA C153 & C110
* E1-07 Ductile Iron Fittings Griffin Pipe Products, Co. Mechanical Joint Fittings AWWA C 110
* E1-07 Ductile Iron Fittings McWane/Tyler Pipe/ Union Utilities Division
Mechanical Joint Fittings, SSB Class 350 AWWA C 153, C 110, C 111
08/11/98 E1-07 Ductile Iron Fittings Sigma, Co.
Mechanical Joint Fittings, SSB Class 351 AWWA C 153, C 110, C 112
02/26/14 E1-07 MJ Fittings Accucast
Class 350 C-153 MJ Fittings AWWA C153 4"-12"
05/14/98 E1-07 Ductile Iron Joint Restraints Ford Meter Box Co./Uni-Flange
Uni-Flange Series 1400 AWWA C111/C153 4" to 36"
05/14/98 E1-24 PVC Joint Restraints Ford Meter Box Co./Uni-Flange
Uni-Flange Series 1500 Circle-Lock AWWA C111/C153 4" to 24"
11/09/04 E1-07 Ductile Iron Joint Restraints One Bolt, Inc.
One Bolt Restrained Joint Fitting AWWA C111/C116/C153 4" to 12"
02/29/12 33-11-11 Ductile Iron Pipe Mechanical Joint Restraint EBAA Iron, Inc.
Megalug Series 1100 (for DI Pipe)AWWA C111/C116/C153 4" to 42"
02/29/12 33-11-11 PVC Pipe Mechanical Joint Restraint EBAA Iron, Inc.
Megalug Series 2000 (for PVC Pipe)AWWA C111/C116/C153 4" to 24"
08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co.
Sigma One-Lok SLC4 - SLC10 AWWA C111/C153 4" to 10"
03/06/19 33-11-11 Mechanical Joint Retainer Glands(PVC) Sigma, Co.
Sigma One-Lok SLCS4 - SLCS12 AWWA C111/C153 4" to 12"
08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co.
Sigma One-Lok SLCE AWWA C111/C153 12" to 24"
08/10/98 E1-07 MJ Fittings(DIP) Sigma, Co.
Sigma One-Lok SLDE AWWA C153 4" - 24"
10/12/10 E1-24 Interior Restrained Joint System S & B Techncial Products
Bulldog System ( Diamond Lok 21 & JM ASTM F-1624 4" to 12"
08/16/06 E1-07 Mechanical Joint Fittings SIP Industries(Serampore)
Mechanical Joint Fittings AWWA C153 4" to 24"
11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products, Inc.
PVC Stargrip Series 4000 ASTM A536 AWWA C111
11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products, Inc.
DIP Stargrip Series 3000 ASTM A536 AWWA C111
03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore)
EZ Grip Joint Restraint (EZD) Black For DIP ASTM A536 AWWA C111 3"-48"
03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore)
EZ Grip Joint Restraint (EZD) Red for C900
DR14 PVC Pipe ASTM A536 AWWA C111 4"-12"
03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore)
EZ Grip Joint Restraint (EZD) Red for C900
DR18 PVC Pipe ASTM A536 AWWA C111 16"-24"
* From Original Standard Products List 4
Approval Spec No. Classsification Manufacturer Model No. National Spec Size
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Note: 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.
Updated: 11/08/2021
Water - Pipes/Valves & Fittings/Resilient Seated Gate Valve* 33-12-20 (05/13/15)
Resilient Wedged Gate Valve w/no Gears American Flow Control Series 2500 Drawing # 94-20247 16"
12/13/02 Resilient Wedge Gate Valve American Flow Control Series 2530 and Series 2536 AWWA C515 30" and 36"
08/31/99 Resilient Wedge Gate Valve American Flow Control Series 2520 & 2524 (SD 94-20255) AWWA C515 20" and 24"
05/18/99 Resilient Wedge Gate Valve American Flow Control Series 2516 (SD 94-20247) AWWA C515 16"
10/24/00 E1-26 Resilient Wedge Gate Valve American Flow Control Series 2500 (Ductile Iron) AWWA C515 4" to 12"
08/05/04 Resilient Wedge Gate Valve American Flow Control 42" and 48" AFC 2500 AWWA C515 42" and 48"
05/23/91 E1-26 Resilient Wedge Gate Valve American AVK Company American AVK Resilient Seaded GV AWWA C509 4" to 12"
01/24/02 E1-26 Resilient Wedge Gate Valve American AVK Company 20" and smaller
* E1-26 Resilient Seated Gate Valve Kennedy 4" - 12"
* E1-26 Resilient Seated Gate Valve M&H 4" - 12"
* E1-26 Resilient Seated Gate Valve Mueller Co.4" - 12"
11/08/99 Resilient Wedge Gate Valve Mueller Co. Series A2361 (SD 6647) AWWA C515 16"
01/23/03 Resilient Wedge Gate Valve Mueller Co. Series A2360 for 18"-24" (SD 6709) AWWA C515 24" and smaller
05/13/05 Resilient Wedge Gate Valve Mueller Co. Mueller 30" & 36", C-515 AWWA C515 30" and 36"
01/31/06 Resilient Wedge Gate Valve Mueller Co. Mueller 42" & 48", C-515 AWWA C515 42" and 48"
01/28/88 E1-26 Resilient Wedge Gate Valve Clow Valve Co. AWWA C509 4" - 12"
10/04/94 Resilient Wedge Gate Valve Clow Valve Co. 16" RS GV (SD D-20995) AWWA C515 16"
11/08/99 E1-26 Resilient Wedge Gate Valve Clow Valve Co. Clow RW Valve (SD D-21652) AWWA C515 24" and smaller
11/29/04 Resilient Wedge Gate Valve Clow Valve Co. Clow 30" & 36" C-515 AWWA C515 30" and 36" (Note 3)
11/30/12 Resilient Wedge Gate Valve Clow Valve Co. Clow Valve Model 2638 AWWA C515 24" to 48" (Note 3)
05/08/91 E1-26 Resilient Seated Gate Valve Stockham Valves & Fittings AWWA C 509, ANSI 420 - stem,
ASTM A 276 Type 304 - Bolts &
nuts
4" - 12"
* E1-26 Resilient Seated Gate Valve U.S. Pipe and Foundry Co.Metroseal 250, requirements SPL #74 3" to 16"
10/26/16 33-12-20 Resilient Seated Gate Valve EJ (East Jordan Iron Works)EJ FlowMaster Gate Valve & Boxes
08/24/18 Matco Gate Valve Matco-Norca 225 MR AWWA/ANSI C115/An21.15 4" to 16"
Water - Pipes/Valves & Fittings/Rubber Seated Butterfly Valve 33-12-21 (07/10/14)
* E1-30 Rubber Seated Butterfly Valve Henry Pratt Co. AWWA C-504 24"
* E1-30 Rubber Seated Butterfly Valve Mueller Co. AWWA C-504 24"and smaller
1/11/99 E1-30 Rubber Seated Butterfly Valve Dezurik Valves Co. AWWA C-504 24" and larger
06/12/03 E1-30 Valmatic American Butterfly Valve Valmatic Valve and Manufacturing Corp. Valmatic American Butterfly Valve. AWWA C-504 Up to 84" diameter
04/06/07 E1-30 Rubber Seated Butterfly Valve M&H Valve M&H Style 4500 & 1450 AWWA C-504 24" to 48"
03/19/18 33 12 21 Rubber Seated Butterfly Valve G. A. Industries (Golden Anderson) AWWA C504 Butterfly Valve AWWA C-504 30"-54"
Water - Polyethylene Encasement 33-11-10 (01/08/13)
05/12/05 E1-13 Polyethylene Encasment Flexsol Packaging Fulton Enterprises AWWA C105 8 mil LLD
05/12/05 E1-13 Polyethylene Encasment Mountain States Plastics (MSP) and AEP Ind. Standard Hardware AWWA C105 8 mil LLD
05/12/05 E1-13 Polyethylene Encasment AEP Industries Bullstrong by Cowtown Bolt & Gasket AWWA C105 8 mil LLD
09/06/19 33-11-11 Polyethylene Encasment Northtown Products Inc. PE Encasement for DIP AWWA C105 8 mil LLD
Water - Sampling Station
3/12/96 Water Sampling Station Water Plus B20 Water Sampling Station
Water - Automatic Flusher
10/21/20 Automated Flushing System Mueller Hydroguard
HG6-A-IN-2-BRN-LPRR(Portable)
HG2-A-IN--2-PVC-018-LPLG(Permanent)
04/09/21 Automated Flushing System Kupferle Foundry Company Eclipse #9800wc
04/09/21 Automated Flushing System Kupferle Foundry Company
Eclipse #9700 (Portable)
* From Original Standard Products List 5