HomeMy WebLinkAboutContract 56019-PM1CSC No. 56019-PM1
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
SECTION 00 0010
TABLE OF CONTENTS
DEVELOPER AWARDED PROJECTS
Division 00 - General Conditions
Page 1 of 5
Last Revised
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00 42 43 Pro osal Form Unit Price OS/22/2019
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00 45 11 Bidders Pre ualification's 04/02/2014
00 45 12 Pre ualification Statement 09/O1/2015
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00 45 26 Contractor Com liance with Workers' Com ensation Law 04/02/2014
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00 52 43 A eement 06/16/2016
00 61 25 Cerrificate of Insurance 07/O1/2011
00 62 13 Performance Bond O1/31/2012
00 62 14 Pa ment Bond O1/31/2012
00 62 19 Maintenance Bond O1/31/2012
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00 73 10 Standazd City Conditions of the Construction Contract for Developer O1/10/2013
Awarded Pro'ects
Division Ol - General Re uirements Last Revised
O1 11 00 Summ of Work 12/20/2012
O1 25 00 Substitution Procedures 08/30/2013
Ol 31 19 Preconshvction Meetin 08/30/2013
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O1 32 33 Preconstruction Video 08/30/2013
O1 33 00 Submittals 08/30/2013
O1 35 13 S ecial Pro'ect Procedures 08/30/2013
O1 45 23 Testin and Ins ection Services 03/20/2020
O1 50 00 Tem or Facilities and Controls 07/O1/2011
O1 55 26 Street Use Permit and Modifications to Traffic Control 07/O1/2011
O1 57 13 Storm Water Pollution Prevention Plan 07/O1/2011
O1 60 00 Product Re uirements 03/20/2020
O1 66 00 Product Stor e and Handlin Re uirements 04/07/2014
O1 70 00 Mobilization and Remobilization 04/07/2014
O1 71 23 Construction Stakin 04/07/2014
O1 74 23 Cleanin 04/07/2014
O1 77 19 Closeout Re uirements 04/07/2014
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O1 78 39 Pro'ect Record Documents 04/07/2014
CITY OF FORT WORTH RETREAT AT FOSSIL CREEK PHASE 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT3 - DEVELOPER AWARDED PROJECTS Ciry Project No. 103050
Revised March 20, 2020
00 0� o0
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 2 M 5
Technical Specifications listed below are included for this Project by reference and can be
viewed/downloaded from the City's website at:
http://fortworthtezas.gov/taw/contractors/
or
ht#as://aups.fortworthtezas.�ov/ProiectResources/
Division 02 - Ezistin Conditions
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02 41 14 Utili Removal/Abandonment
02 41 15 Paving Removal
Division 03 - Concrete
Division 26 - Electrical
31 10 00
31 23 16
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31 25 00
3�-36-A9
31 37 00
- Earthwork
Site Clearin
Unclassified Excavation
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Erosion and Sediment Control
Fi�eris
Last Revised
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12/20/2012
02/02/2016
12/20/2012
O1 /28/2013
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12/20/2012
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12/20/2012
CITY OF FORT WORTH RETREAT AT FOSSIL CREEK PHASE 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Ciry Project No- 103050
Revised Mazch 20, 2020
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 3 of 5
32 17 23 Pavement Markin s 11/22/2013
32 17 25 Curb Address Paintin 11/04/2013
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32 91 19 To soil Placement and Finishin of Pazkwa s 12/20/2012
32 92 13 H dro-Mulchin , Seedin , and Soddin 12/20/2012
32 93 43 Trees and Shrubs 12/20/2012
Division 33 - Utilities
33 O1 30 Sewer and Manhole Testin 12/20/2012
33 O1 31 Closed Circuit Television CCTV Ins ection 03/03/2016
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33 04 40 Cleanin and Acce tance Testin of Water Mains 02/06/2013
33 04 50 Cleanin of Sewer Mains 12/20/2012
33 OS 10 Utili Trench Excavation, Embedment, and Backfill 12/12/2016
33 OS 12 Water Line Lowerin 12/20/2012
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33 OS 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to 12/20/2012
Grade
33 OS 16 Concrete Water Vaults 12/20/2012
33 OS 17 Concrete Collars 12/20/2012
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33 OS 22 Steel Casin Pi e 12/20/2412
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33 OS 24 Installation of Carrier Pi e in Casin or Tunnel Liner Plate 06/19/2013
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33 OS 30 Location of Existin Utilities 12/20/2012
33 11 OS Bolts, Nuts, and Gaskets 12/20/2012
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33 11 11 Ductile Iron Fittin s 12/20/2012
33 11 12 Pol vin 1 Chloride PVC Pressure Pi e 11/16/2018
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33 12 10 Water Services 1-inch to 2-inch 02/14/2017
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33 12 20 Resilient Seated Gate Valve 12/20/2012
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33 12 25 Connection to Existin Water Mains 02/06/2013
33 12 30 Combination Air Valve Assemblies for Potable Water S stems 12/20/2012
33 12 40 Fire H drants O1/03/2014
33 12 50 Water Sam le Stations 12/20/2012
CITY OF FORT WORTH RETREAT AT FOSSIL CREEK PHASE 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Ciry Project No. 103050
Revised Mazch 20, 2020
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 4 of 5
Division 34 - Trans ortation
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34 41 I 1 Tem or Traffic Si nals 11/22/2013
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34 41 15 Rectan ular Ra id Flashin Beacon 11/22/2013
34 41 16 Pedestrian H brid Si nal 11/22/2013
34 41 20 Roadwa Illumination Assemblies 12/20/2012
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34 41 20.03 Residential LED Roadwa Luminaires 06/15/2015
34 41 30 Aluminum Si s 11/12/2013
34 41 50 Sin le-Mode Fiber O tic Cable 02/26/2016
34 71 13 Traffic Control 11/22/2013
CITY OF FORT WORTH RETREAT AT FOSSIL CREEK PHASE 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103050
Revised March 20, 2020
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 5 of 5
Appendix
GC-4.02 Subsurface and Physical Conditions
CE-4.o6 #�s €��ne�tt�t�C��t�e�.-�t�z�
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GR-01 60 00 Product Requirements
END OF SECTION
CITY OF FORT WORTH RETREAT AT FOSSIL CREEK PHASE 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103050
Revised Mazch 20, 2020
WATER, SEWER, DRAINAGE,
PAVI NG & STRE ET NAM E SIG NS
IMPROVEMENTS
00 J2 43 Util & Paring
DAP - BID PROPOSAL
Pege 1 of5
secnoN oo as as
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID
Bidder's Application
Project Item Information Bidder's Proposal
Bidlist Item Specification Unit of Bid
No. Description Section No. Measure Quantity Unit Price Bid Value
UNIT I: WATER IMPROVEMENTS
1 3305.0109 Trench Safety 33 O5 lo LF 12263 S 1.0o E 12,263.00
2 3305.1004 24" Casing By Open Cut 33 OS 22 LF 251 $ 280.0o E 7o,2go.o0
3 3311.0241 8" PVC WBte� PI 8 33 l l 10, 33 I1 12 LF 9534 $ 33.50 S 319,389.00
4 3311.0467 12" PVC Water Pipe, CLSM Backfill 33 t t t2 LF �oa $ �2.0o a 7,asa.00
5 3311.0461 12" PVC Water Pipe 33 11 10, 33 ll 12 LF 2729 $ 62.0o S 169,198.00
6 3312.0001 Fire Hydrant 33 12 40 EA 14 $ 4,500.00 $ 63,000.00
7 3312.2003 1" Water Service 33 12 ]0 EA 263 S 950.00 S 249,850.00
8 3312.3003 8" Gate Valve 33 12 2o EA 28 S t,25o.00 $ 35,000.00
9 3312.3005 12" Gate Valve 33 12 2o EA 8$ 3,200.0o S 25,600.00
10 3312.1002 2" Combination Air Valve Assembly 33 12 3o EA 3 S 7,500.00 S 22,500.00
11 3311.0001 Ductile Iron Water Fittings w! Restraint 33 i l 11 'rorr 6.96 $ 4,500.0o S 3t,32o.00
12 3312.4313 36" x 12" Tapping Sleeve and Valve 33 t2 25 EA 2 S 16,500.0o S 33,000.00
13 3305.0003 8" Waterline Lov�ring 33 os �2 �.a 2s $ s,000.00 $ 84,000.00
14 3305.0005 12" Wate�line Low�ering 33 OS 12 Ea 5 S 2,500.0o S 12,500.00
15 9999.0001 Water Testing (Excluding Geotech) o0 00 0o LF 12263 $ t.00 $ 12,263.00
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TOTAL UNIT I: WATER IMPROVEMENTS $1,147,651.00
CRY OF FORT WORTH
STANDARD CONSTRUC'tION SPECfFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Retreat et Fossil Creek - Phate 1
Folm Version Ma� 22,2019 103050
00 42 43 Util & Pa�'ing
DAP-BIDPROPOSAL
Page 2 of 5
secnoN oo as aa
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID
Bidder's Application
Project Item Informarion Bidder's Proposal
Bidlist Item Specification Unit of Bid
No. �scription Section No. Measure Quantity Unit Price Bid Value
UNIT II: SANITARY SEWER IMPROVEMENTS
1 3301.0001 Pre-CCN Inspection 33 0l 31 LF 2010 E a.00 g S O40.00
2 3301.0002 POSt-CCN InSpeCtiOn 33 Ol 31 LF 11604 $ 3.00 � 34 812.00
3 3301.0101 Manhole Vacuum Testin 33 Ol 30 Ea so $ tso.00 g � soo.00
4 3305.0109 Trench Safety 33 05 to LF 11604 $ 2.0o a 23 208.00
5 3305.0112 Concrete Collar 33 OS 17 EA 9$ 500.00 a 4 500.00
6 3305.0113 Trench Water Stops 33 os 15 EA 2s S 300.0o a g,qpp.pp
7 3331.3101 4" Sewer Service 33 31 50 EA 263 S �oo.00 g tsa loo.00
8 3331.4115 8" Sewer Pipe (SDR-26, ASTM D3034) i110 ""'_ ""Z° LF 875t S 44.0o g 385 044.00
9 3331.4116 8" Sewer Pipe (SDR-26, ASTM D3034 w/ 331110,333112,3331I0, LF 7to S 85.5o g 60 �05.00
10 3331.4215 15" Sewer Pipe (SDR-26, ASTM D3034) i110•""'=•""'° LF 1 ts3 $ s2.00 g 97 006.00
11 3331.4216 15" Sewer Pipe (SDR-26, ASTM D3034 w/ 331110,333113,313130, LF 70 $ 132.00 g 9 240.00
12 3331.4225 18" Sewer Pipe (SDR-26, ASTM D3034) ""'° ""'Z ""'0 LF 85o S 1os.00 $ 91 800.00
13 3331.4226 18" Sewer Pipe (SDR-26, ASTM D3034 w/ 331110.33JI IZ.3331]0, LF 40 $ 158.0o g 6 320.00
14 3339.0001 Epoxy Manhole Liner 33 39 60 vF z�o S 3ss.00 g 103 950.00
15 3339.1001 4' Manhole 33 39 ]0, 33 39 2 EA 42 $ 3,800.00 $ 159,600.00
16 3339.1002 4' Drop Manhole 33 39 lo, 33 39 2 EA 8 S 5,500.00 g qq ppp.pp
17 3339.1003 4' Extra Depth Manhole 33 39 10, 33 39 2 VF 238 $ 175.00 $ 41 650.00
18 0241.2018 Remove Existing 18" Sewer Pipe 02 41 14 LF 2010 $ 30.00 g 60 300.00
19 0241.2201 Remove Existing 4' Manhole o2 41 ta EA 6 S 1>000.0o g 6,000.00
20 9999.0002 Manhole Over Exisitng Sanitary Sewer Line 7110�"",' "'�:o EA 2 a 6,950.00 g 13 900.00
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TOTAL UNIT II: SANITARY SEWER IMPROVEMENTS $1,350,075.00
CII'Y OF FORT WORTH
STANDARD CONSTRUCTION SPECffICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Reveat at Fossil Creek - Phaze 1
Fortn Vers�on Ma�� 22. 2019 103050
00 42 43 Uul & Pa�'ing
DAP - BID PROPOSAL
Page 3 of 5
secnoN oo az as
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID
Bidder's Application
Project Item Information Bidder's Proposal
Bidlist Item Specification Unit of Bid
No. Description Section No. Measure QuantiTy Unit Price Bid Value
UN T I: DRAINAGE IMPROVEMENTS
1 3305.0109 Trench Safe 33 os 10 EA 7�85 S 1.0o S �,�85.00
2 3341.0201 21" RCP, Class III 33 41 10 LF v76 $ 60.00 $ 58,560.00
3 3341.0205 24" RCP, Class III 33 41 l0 LF 2826 S 65.00 $ 183,690.00
4 3341.03U8 27" RCP, CIBSS III 33 41 10 LF 281 $ 70.00 $ 19,670.00
5 3341.0309 36" RCP, Class III 33 4t to LF to89 $ loo.00 $ 108,900.00
6 3341.0402 42" RCP, CIBSS III 33 41 10 LF 1029 $ I35.00 $ 138,915.00
7 3341.0502 54" RCP, Class III 33 41 10 LF 420 $ 195.00 $ 81,900.00
8 3341.2005 10x8 BOx Culv@rt 33 41 10 LF 1164 $ 740.00 $ 861,360.00
9 3349.0001 4' Stortn Junction Box 33 49 10 EA 14 $ 4,500.00 S 63,000.00
10 3349.0002 5' Storm Junction Box 33 49 lo EA 5 S 5,000.00 $ 25,000.00
11 3349.5001 10' Curb Inlet 33 49 20 Fa 38 $ 3,000.00 $ 114,000.00
12 3349.5002 15' Curb Inlet 34 49 20 �a 4 S 4,000.00 $ l6,000.00
13 3349.7001 4' Drop Inlet 33 49 20 Fa 1$ 6,500.00 S 6,500.00
14 9999.0003 Inlet Protedion 31 25 00 (MOD) EA 43 S 150.00 $ 6,450.00
15 3137.0101 12" Rock Riprap 31 37 00 SY t3o1 S 85.00 S 110,585.00
16 9999.OU04 21" Sloped End Headwall o0 00 0o EA t$ 3,soo.00 $ 3,soo.00
17 9999.0005 24" Sloped End Headwall 00 00 00 EA 3$ a,0oo.00 $ t2,000.00
18 9999.0006 27" Sloped End Headwall 00 00 00 EA 1 S 4,Soo.00 S 4,soo.00
19 9999.0007 36" Sloped End Headwall 00 00 00 � 2 S s,soo.00 $ � t,000.00
20 9999.0008 54" TXDOT CH-PW-O Headwall 00 00 00 �+ t$ 13,aao.00 $ l3,aao.00
21 9999.0009 10x8 TXDOT FW-S Wingwall 00 00 00 EA 2 S to0,000.00 $ 200,000.00
22 3305.0112 Concrete Collar 33 OS 17 EA 9 S 1,000.00 $ 9,000.00
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TOTAL UNIT III: DRAINAGE IMPROVEMENTS $2,055,755.00
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DE VELOPER AWARDED PROIECTS Retreat et Fossil CreeA - Phase 1
Fofm Version Ma�� 22, 2019 I03050
00 4143 Uul & Pacing
DAP - Bm PROPOSAL
Pege 4 of 5
secnoN oo as as
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID
Bidder's Application
Project Item Information Bidder's Proposal
Bidlist Item Specification Unit of Bid
No. Description Section No. Measure Qaantity Unit Price Bid Value
UN T V: PAV NG MPROVEMENTS
1 3211.0501 6" Lime Treatment (32#/SY) 3211 z9 sY 34978 S 3.00 $ loa,93a.00
2 3211.0502 8" Lime Treatment (42#/SY) 32 I1 29 SY 14102 $ 3.50 $ 49,357.00
3 3211.0400 Hydrated Lime 32 l l 29 TON 856 S 235.00 S 201,160.00
4 3213.0101 6" Conc Pvmt 32 13 13 SY 32832 5 35.00 S 1,149,120.00
5 3213.0302 5" Conc Sidewalk 32 13 20 SF 4023o S 4.5o s ts1,o35.00
6 3213.0501 Barrier Free Ramp, Type R-1 32 13 2o EA 6 8 l,aoo.00 S 8,400.00
7 3213.0506 Barrier Free Ramp, T pe P-1 32 t3 2o Ea, 24 $ 1,450.0o S 34,800.00
8 3292.0201 Utility Service Surface Restoration Seeding 32 92 13 SY 7025 S 1.0o S 7,025.00
9 9999.0010 7.5" Conc Pvmt 32 13 13 SY 13256 $ 41.50 $ 550,124.00
10 9999.0011 Pavement Header 32 13 13 EA 6 S 1,200.00 $ 7,200.00
11 9999.0012 Install EOR Barricade 34 4130 (MOD) Ea, 6$ 1,000.00 S 6,Oo0.00
12 9999.0013 Fumish/Install Alum. Sign Ground Mount 3441 30 EA 19 $ sso.00 S 16,150.00
13 9999.0014 Fumish/lnstall Alum. Sign Ground Mount 3a 41 30 � 19 S 750.00 $ 14,250.00
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TOTAL UNIT IV: PAVING IMPROVEMENTS $2,329,555.00
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECffICAT10N DOCIJMENTS - DEVELOPER AWARDED PROJECTS Retreal at Fossil Creek - Phate 1
Form Version Ma�� 22, 2019 103050
00 A2 43 Utll � Pnioe
DAP.BIDPROPOSAL
PAg 3 of5
SEC710N 00 42 43
Developer IRwarded ProJeds - PROPdSAL FORM
UNIT PRICE BID
Bidder's Application
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UNIT II: SAMTARY SEWER IMPROVEMENTS
UNIT III: DR/UNA(iE IMPRQVEMENTS
UNR N: PAVING iMPROVEMENTS
UNIT V: STREET UQHTINO IMPROVEMENTS
UNIT VI: TRAFFIC SIGNAL IMPROVEMENTS
'!'�is BM ie ab�dmd by t6e eatity umed ldow:
BIDDER:
Com�er Courtroctlon TX, LP.
x�r w� s�
Fort wo�h.1X 76119
Coatrado� �w fo eompkte WOBK for FD�iAL AOCF.PTAN(� wNLin
CON11tALT ammenea !o ne ae provided in the Gmml Coaaitioes.
BY: ��:. �Q� � ri s
�:'Pt'ESI PYZ ,
DATE:
�1,14T,651.00
i1,35�,075.00
I� worlcioS dayr afEv fh� datc w6ea t�
END OF 6ECTION
CrrY ov vom' w0a�Y11
srnrroexocoa�xtrci� �eca�sc��+nocuMo�ns -n�voarrxnwes�rao�ecrs xa.k m Fmu a.�-�ew i
Fotm V�m M4• 2�. 2019 f030S0
0045 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 "Maior Work
Tvpe" box provide the complete major work type and actual description as provided by the Water
Department for water and sewer and TPW for pavin�
Major Work Type Contractor/Subcontractor Company Name Prequalification
Ex iration Date
Conatser Construction TX, L.P.
Water New Development � �/ 3 ��a �
Wastewater New Development Conatser Construction TX, L.P.
►oi3��a�
Storm Drain Development Conatser Construction TX, L.P.
1/3/a3
Conatser Construction TX, L.P.
Concrete Pavement Construction l/ 3/ r�,3
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 76199
BY: Brock Huggins
.
(Signature)
TITLE: President
DATE:
END OF SECTION
CITY OF FORT WORTH
STANOARD CONSTRUCTION PREQUALIfIG4TION STATEMENT— DEVELOPER AWARDED PROJECTS
Retreat at Fossil Creek — Phase 1
Form Version September 1, 2015 103050
004526-1
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Page 1 of 1
1 SECTION 00 45 26
2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
4 Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifes that it
5 provides worker's compensation insurance coverage for all of its employees employed on City
6 Project No. 103050. Contractor further certifies that, pursuant to Texas Labor Code, Section
7 406.096(b), as amended, it will provide to City its subcontractor's ceRificates of compliance with
8 worker's compensation coverage.
10 CONTRACTOR:
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Conatser Construction TX, L.P
Company
5327 Wichita Street
Address
Fort Worth, TX 76119
City/State/Zip
Br ��:k fitu�� i_'L'��
(Please `�
t
Signature:
Title: PC�Slde�t
(Please Print)
22 THE STATE OF TEXAS
23
24 COUNTY OF TARRANT
25
26 BEFORE ME, the undersigned authority, on this day personally appeared
27 YbC G t T1 _ , known to me to be the person whose name is
28 subscribed to the foreg .instrument, an acknowledged to me that he/she executed the same as
29 the act and deed of for the purposes and
30 consideration therein expr sed and in the capacity therein stated.
31
32 G��ER MY HAND AND SEAL OF OFFICE this day of
33 , 20�.
34 �
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37 O P{1Y-P ,e, gpH(RA HOERIG Notary Public in and for th Sta e of Texas
� � �y,� ; Notary Public. Stete ofTexas
38 ,���� P ��.E,�neso8nsnoz3
'�f �F ��+ Notary m 13213162-8
39 ND OF SECTION
40
CITY OF FORT WORTH Retreat al Fossil Creek — Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS l030S0
Revised Apri12, 2014
07/27/2021
00 52 43 - 2
Developer Awarded Project Agreement
Page 2 of 4
38 Article 4. CONTRACT PRICE
39 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract
40 Documents an amount in current funds of six million eight hundred ei�hty-three thousand thirtv-
41 six dollars and zero cents ($6,883.036.001.
42 Article 5. CONTRACT DOCUMENTS
43 5.1 CONTENTS:
44 A. The Contract Docuxnents which comprise the entire agreement between Developer and
45 Contractor concerning the Work consist of the following:
46 1. This Agreement.
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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 Aff'idavit
h. MBE and/or SBE Commitrnent Form (If required)
3. Standard City General Conditions of the Construction Contract for Developer
Awarded Projects.
4. Supplementary Condirions.
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. Norice to Proceed.
b. Field Orders.
c. Change Orders.
d. Letter of Final Acceptance.
CITY OF FORT WORTH Retreat at Fossil Creek — Phase 1
STANDARD CONSTRUCTION SPEC�'ICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 103050
Revised June 16, 2016
00 52 43 - 3
Developer Awarded Project Agreement
Page 3 of 4
77 Article 6. INDEMNIFICATION
78
79
80
81
82
83
84
85
86
87
88
6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own
expense, the city, its officers, servants and employees, from and against any and all
claims arising out of, or alleged to arise out of, the work and services to be performed
by the contractor, its officers, agents, employees, subcontractors, licenses or invitees
under this contract. This indemnification provision is suecificallv intended to operate
and be effective even if it is alleged or proven that all or some of the damages beinQ
sought were caused. in whole or in part, bv anv ac� omission or ne�ligence of the citv.
This indemnity provision is intended to include, without limitation, indemnity for
costs, expenses and legal fees incurred by the city in defending against such claims and
causes of actions.
89 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense,
90 the city, its officers, servants and employees, from and against any and all loss, damage
91 or destruction of property of the city, arising out of, or alleged to arise out of, the work
92 and services to be performed by the contractor, its officers, agents, employees,
93 subcontractors, licensees or invitees under this contract. This indemnifcation
94 provision is snecificallv intended to onerate and be effective even if it is alleged or
95 proven that all or some of the damages being sought were caused. in whole or in uar�
96 bv anv act. omission or neQligence of the citv.
97
98 Article 7. MISCELLANEOUS
99 7.1 Terms.
100 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of
101 the Construction Contract for Developer Awarded Projects.
102 7.2 Assignment of Contract.
103
104
105 7.3
T'his Agreement, including all of the Contract Documents may not be assigned by the
Contractor without the advanced express written consent of the Developer.
Successors and Assigns.
106 Developer and Contractor each binds itself, its partners, successors, assigns and legal
107 representatives to the other party hereto, in respect to all covenants, agreements and
108 obligations contained in the Contract Documents.
109 7.4 Severability.
110 Any provision or part of the Contract Documents held to be unconstitutional, void or
111 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all
112 remaining provisions shall continue to be valid and binding upon DEVELOPER and
113 CONTRACTOR.
114 7.5
115
116
117
Governing Law and Venue.
This Agreement, including all of the Contract Documents is performable in the State of
Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the
Northern District of Texas, Fort Worth Division.
CITY OF FORT WORTH Retreat at Fossil Creek — Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS /03050
Revised June 16,2016
07/27/2021 07/27/2021
27JULY21
27JULY21
27JULY21
27JULY21
27JULY21
006219-2
MAINTENANCE BONU
Page 2 of 3
�
2 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part
3 upon receiving notice from the Developer and/or City of the need thereof at any time within the
4 Maintenance Period.
5
6
7
8
9
10
11
t2
13
14
15
16
17
18
19
20
21
22
23
24
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 Ciry, to a
completion satisfactory to the City, then this obligation shall become null and void; otherwise to
remain in full force and effect.
PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any time(y
noticed defective Work, it is agreed that the Developer or City may cause any and all such
defective Work to be repaired and/or reconstructed with all associated costs thereof being borne
by the Principa) and the Surety under this Maintenance Bond; and
PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in
Tanant County, Texas or the United States District Court for the Northern District of Texas, Fort
Worth Division; and
PROVIDED FURTHER, that this obligation shall be continuous in nature and
successive recoveries may be had hereon for successive breaches.
CITY UF FORT WURTH Retrear ar Fossi! Creek — Phase /
STANDARp CI7'Y CONDITIVNS — DEVF.LOPCR AWARDED PROlECTS !03(150
Revised January 31, 2012
27JULY21
POWER OF ATTORNEY
BERKLEY INSURANCE COMPANY
WILMINGTON, DELAWARE
No. BI-7280j-el
NOTICE: The warning found elsewhere in this Power of Attorney affects the validity thereof. Please review carefully.
KNOW ALL MEN BY THESE PRESENTS, that BERKLEY INSURANCE COMPANY (the "Company"), a corporation duly
organized and existing under the laws of the State of Delaware, having its principal office in Greenwich, CT, has made, constituted
and appointed, and does by these presents make, constitute and appoint: Ricardo J. Reyna; Don E. Cornell; Sophinie Hunter;
Robbi Morales; Kelly A. Westbrook; Tina McEwan; Joshua A. Saunders; or Tonie Petranek of Aon Risk Services Southwest,
Inc. of Dallas, TX its true and lawful Attorney-in-Fact, to sign its name as surety only as delineated below and to execute, seal,
acknowledge and deliver any and all bonds and undertakings, with the exception of Financial Guaranty Insurance, providing that
no single obligation shall exceed Fifty Million and 00/100 U.S. Dollars (U.S.$50,000,000.00), to the same extent as if such bonds
had been duly executed and acknowledged by the regularly elected officers of the Company at its principal office in their own
proper persons.
This Power of Attorney shall be construed and enforced in accordance with, and governed by, the laws of the State of Detaware,
without giving effect to the principles of conflicts of laws thereof. This Power of Attorney is granted pursuant to the following
resolutions which were duly and validly adopted at a meeting of the Board of Directors 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, Chief
Executive Officer, President or any Vice President of the Company, in conjunction with the Secretary or any Assistant
Secretary are hereby authorized to execute powers of attorney authorizing and qualifying the attorney-in-fact named therein
to execute bonds, undertakings, recognizances, or other suretyship obligations on behalf of the Company, and to affix the
corporate seal of the Company to powers of attorney executed pursuant hereto; and said officers may remove any such
attorney-in-fact and revoke any power of attorney previously granted; and further
RESOLVED, that such power of attorney limits the acts of those named therein to the bonds, undertakings, recognizances,
or other suretyship obligations specifically named therein, and they have no authority to bind the Company except in the
manner and to the extent therein stated; and further
RESOLVED, that such power of attorney revokes all previous powers issued on behalf of the attomey-in-fact narned; and
further
RESOLVED, that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any
power of attorney or certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or
other suretyship obligation of the Company; and such signature and seal when so used shall have the same force and effect as
though manually affixed. The Company may continue to use for the purposes herein stated the facsimile signature of any
person or persons who shall have been such officer or officers of the Company, notwithstanding the fact that they may have
ceased to be such at the time when such instruments shall be issued.
IN WITNESS WHEREOF, the Company has caused these presents to,be siened and aitested by its appropriate officers and its
corporate seai hereunto affixed this 2nd day of .lune 2020 .
;,� ��S�ww�F� Attes� Berkl Insurance Company
��� �`°°a,m �°�
� 5`F.AL Z �Y By
W derman Je af�er
} � ]975 � •
,�iAWp�,, , Executive Vice President & Secretary S' resident
STATE OF CONNECTICUT )
) ss:
COUNTY OF �AIItFIELD )
Swom to be£ore me, a Notary Public in the State of Connecticut, this 2nd day of June 2020 , by Ira S. Lederman
and Jeffrey M. Hafter who are sworn to me to be the Executive Vice President Secrectary, and t Senior Vice President,
respectively, of Berkley Insu¢�ance Company. �^N�r av auAi Ic� ��
CONNECTICUT
��AF'HiL30 2024Pf� otary Public, State of Connecticut
CERTIFICATE
I, the undersigned, Assistant Secretary of BERKLEY INSUR.ANCE COMPANY, DO HEREBY CERT'IFY that the foregoing is a
true, correct and complete copy of tt�e original Power of Attomey; thai said Power of Attomey has not been revoked or resci.nded
aa a�ority of the Attorney-in-Fact set fort6 tberein, who executed the bond or tmdertakin.g to which ti�is Power of
�aAN ched, is in full force and effect as of this date.
w�`� �^r: �� der my hand and seal of tiie Company, this day of
W SF.r'�L z
m 79�5 'C
�`�AwpP�' Vincent P. Forte
IMP�RTANT NOTICE
To obtain informatiorr or make a compiain#:
You may cali Berkley Surety Group, LLC and its affiliates by
telephone for information or to make a complaint:
BERKLEY SURETY GROUP, LLC
Please send al! no�ices of c(aim on this bond to:
Berkley Surety Group, LLC
�866) 768-3534
4'i2 Mount Kemble Avenue, Suife 310N
Morristown, NJ 07960
Attn: Surety Claims Department
You may contact the Texas Department of lnsurance to obtain
information on companies, coverages, rights or compfaints at:
1-800-252-3439
You may write the Texas Department of Insurance:
P. O. Box 'I49104
Austi n, TX 787'i 4-9104
Fax: (5'12) 475-1771
Web: http://www.tdi.state. x.us
E-mail: ConsumerProtectionC�idi.state.tx.us
PREMIUM OR CLAIM DISPUTES:
Shoufd you have a dispute concerning your premium or about a claim
you should contact your agent or Berkfey Surety Group, L�C first. If
the dispute is not resolved, you may contact #he Texas Department of
insurance.
ATTACH TH[S NOTICE TC3 YOUR BOND:
This notice is for information only and does not become a part or
condition of the attached document and is given to comply with Texas
legal and regulatory requirements. �
STRE ET LIG HT
IMPROVEMENTS
004243SLImpro�emen�
DAP-BIDPROPOSAL
Page 1 of 2
secnoN oo az as
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID
Bidder's Application
Project Item Information Bidder's Proposal
Bidlist Item Specification Unit of Bid
No. Description Section No. Measure Quantiry Unit Price Bid Value
UNIT V: STREET LIGHTING IMPROVEMENTS
1 2605.3015 2" Condt PVC SCH 80 (T) 26 OS 33 LF 515s $ ts.00 S 77,370.00
2 3441.3301 Type 11 Street Light Foundation 34412o LF 60 S 1,240.00 S 74,400.00
3 3441.3341 Type 11 Street Light Pole 34 412o LF 60 $ 2,240.0o S 134,400.00
4 3441.1638 Type 33B Street Light Arm 34 412o LF 6o S 620.00 $ 37,200.00
5 9999.0015 Type R2 Street Light o0 00 0o EA 57 S aoo.00 $ 2z,soo.00
6 9999.0016 Type R4 Street Light o0 00 0o EA 3 S 300.00 $ 900.00
7
8
9
10
11
72
13
14
15
16
17
18
79
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
TOTAL UNIT V: STREET LIGHTING IMPROVEMENTS $347,070.00
C17'Y OF FORT WOR7'H
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Relreet et Fossil Creek - Phase 1
Form Version Ma�� 22, 2019 103050
wu u sa.��
DAr-BmPAOPOSAL
P�e 2 ot2
SECi10N 00 4213
Devebper Avrarded ProJects - PROPOSAL FORM
UNIT PRICE BID
Bidder's Appiication
rrojecs �n I�mm�� ei�'s riopoeet
Bidlist Uan Sper�on Umt a�' Bid U�t Pria Bid Value
No. � Se►�oo No. � Q�ty
Bld
UNIT II: SANITARY 3EWER IMPROVEMENTS
UNR III: DRAINACiE IMPROYEMENTS
UNR N: PAVIN(3 IMPROVEMENTS
UNCf V: STREET LIGHTING pNPROVEMENTS
UNR VI: TRAFFlC SIGNAL IMPROV�AENTS
�
Trit Bid le snbmltted by t6e wdty uned below:
�IDDEB:
Coa�ber Com�traetlos 17C. I.P.
1�t7 Wkhita &ncet
Fort Wor16,1X 76119
BY:Bt''oc.K i�tugglr'1$
'�: pr2Si erlfi
DA1E:
Coatr�e�r p�ea to eompl�e WOBIC for FINAL ACCEPTANCB w�ii
CON11tAC1' ca�meaea to rm a� pnvided io t6e Geaera] Gsdldou.
i347
30 �vorldn� Aa�n atta t6e d�te �rhen fse
EPID OF 6EC1iON
CIIY OF FOIlT WORTH
SI'ATmARD COI�BIRIJCIION 6PHClFICA770N DOCUAf0�178 -Dfi1+FJ.OPFR AWABD� PItO/ECl'8 AatrM �t Iowil C�ealc -?hse 1
Fann Vadanb6y'�.1019 103030
ooas �z
DAP PREQUALIFICATTON STATEMENT
Page 1 of 1
SECTION 00 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
Tvne" box provide the complete major work type and actual description as provided by the Water
Department for water and sewer and TPW for pavin�
Major Work Type Contractor/Subcontractor Company Name Prequalification
Ex iration Date
Street Lights Conatser Construction TX, L.P.
� /� iaa
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 76199
BY: Brock Huggins
,
��
(Signature)
TITLE: President
DATE:
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT— OEVELOPER AWARDED PROJECTS
Retreat at Fossil Creek— Phase 1
Form Versfon September 1, 2015 303050
004526-1
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Page 1 of 1
1 SECTION 00 45 26
2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
4 Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifes that it
5 provides worker's compensation insurance coverage for all of its employees employed on City
6 Project No.103050. Contractor further certifies that, pursuant to Texas Labor Code, Section
7 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with
8 worker's compensation coverage.
9
10
11
12
13
14
CONTRACTOR:
Conatser Construction TX, L.P
Company
By. FJI�aC'�k t�i�UQGi r�s
(Please Pnn
Signature: ��� �
15 5327 Wichita Street
16 Address
17
18 Fort Worth TX 76119
19 City/State/Zip
20
21
22 THE STATE OF TEXAS §
23
24 COUNTY OF TARRANT §
25
26
27
28
29
30
31
32
33
34
35
36
37
Title: PI'`Q��i dent
� (Please Print) ^
BEFORE ME, the undersigned authority, on this day personally appeared
r0 , known to me to be the person whose name is
subscribed to the fore i g instrument, and acknowledged to me that he/she executed the same as
the act and deed of �(�r � � for the purposes and
consideration therein expre ed and in the capacity therein stated.
G N UNDER MI' HAND AND SEAL OF OFFICE this day of
� 20�'1
�!
�
KAMRA HOERIG Notary Public in and for e f Texas
qpP r-• ;6
f
3 g �'�y.� � Notary Public, State of Texes
w;. //3 , o Comm. Expires OS/15lZ023
39 ''F °F `�* Notary ID 13213162-8 END OF SECTION
40
CITY OF FORT WORTH Retreat at Fossil Creek— Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 103050
Revised Apri12, 2014
07/27/2021
005243-2
Developer Awarded Project Ageement
Page 2 of 4
38 ArHcle 4. CONTRACT PRICE
39 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract
40 Documents an amount in current funds of three hundred fortv-seven thousand seventy dollars and
41 zero cents ($347,070.00).
42 ArHcle 5. CONTRACT DOCUMENTS
43 5.1 CONTENTS:
44 A. The Contract Documents which comprise the entire agreement between Developer and
45 Contractor concerning the Work consist of the following:
46 l. This Agreement.
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
2. Attachments to this Agreement:
a. Bid Form (As provided by Developer)
1) Proposal Form (DAP Version)
2) Prequalification Statement
3) State and Federal documents (project 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 Contract for Developer
Awarded Projects.
4. Supplementary Conditions.
5. Specifications specifically made a part of the Contract Documents by attachment
or, if not attached, as incorporated by reference and described in the Table of
Contents of the Project's Contract Documents.
6. Drawings.
7. Addenda.
8. Documentation submitted by Contractor prior to Notice of Award.
9. The following which may be delivered or issued after the Effective Date of the
Agreement and, if issued, become an incorporated part of the Contract Documents:
a. Notice to Proceed.
b. Field Orders.
c. Change Orders.
d. Letter of Final Acceptance.
CITY OF FORT WORTH Retreat a! Fossil Creek—Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS l03050
Revised June 16, 2016
005243-3
Developer Awarded Project Agreement
Page 3 of 4
77 ArHcle 6. INDEMNIFICATION
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own
expense, the city, its off cers, 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 arovision is snecificallv intended to operate
and be effective even if it is alleeed or oroven that all or some of the dama�es being
sought were caused. in whole or in uar� bv anv 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.
6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense,
the city, its o�cers, 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 indemnificaHon
provision is snecificallv intended to onerate and be effective even if it is alleged or
proven that all or some of the damages bein� sou�ht were caused. in whole or in part.
bv anv act. omission or negligence of the citv.
Article 7. MISCELLANEOUS
99 7.1 Terms.
100 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of
101 the Construction Contract for Developer Awarded Projects.
102 7.2 Assignment of Contract.
103 This Agreement, including all of the Contract Documents may not be assigned by the
104 Contractor without the advanced express written consent of the Developer.
105 7.3 Successors and Assigns.
106 Developer and Contractor each binds itself, its partners, successors, assigns and legal
107 representatives to the other party hereto, in respect to all covenants, agreements and
108 obligations contained in the Contract Documents.
109 7.4 Severability.
110 Any provision or part of the Contract Documents held to be unconstitutional, void or
111 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all
112 remaining provisions shall continue to be valid and binding upon DEVELOPER and
113 CONTRACTOR.
114 7.5 Governing Law and Venue.
115 This Agreement, including all of the Contract Documents is performable in the State of
116 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the
117 Northern Dish-ict of Texas, Fort Worth Division.
CITY OF FORT WORTH Retreat at Fossil Creek— Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS ]03050
Revised June 16, 2016
07/27/2021 07/27/2021
27JULY21
27JULY21
27JULY21
27JULY21
27JULY21
006219�2
MA[NTENANCE BOND
Page 2 of 3
i WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part
2 upon receiving notice from the Developer and/or City of the need thereof at any time within the
3 Maintenance Period.
4
5 NOW TH�REFORE, the condition of this obligation is such that if Principal shall
6 remedy any defective Work, for which timely notice was provided by Developer or City, to a
7 completion satisfactory to the Ciry, then this obligation shail become null and void; otherwise to
S remain in full force and effect.
9
l0 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely
11 noticed defective Work, it is agreed that the Developer or Ciry may cause any and all such
t 2 defective Work to be repaired and/or reconstructed with all associated costs thereof being borne
t 3 by the Principal and the Surety under this Maintenance Bond; and
14
IS PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in
16 Tarrant County, Texas or the United States District Court for the Northem District of Texas, Fort
17 Worth Division; and
t8
19 PROVIDED FURTHER, that this obligation shall be continuous in nature and
20 successive recoveries may be had hereon for successive breaches.
21
22
23
CITY OF PORT WORTH Retreat ar Fossil C'reek - Phase !
STANDARD CITY CONDITIONS — DGVL'LOPER AWARDED PRO1C•CTS 10?OSQ
Revised lanuary 31, 2012
27JULY21
POWER OF ATTORNEY
BERKLEY INSURANCE COMPANY
WILMINGTON, DELAWARE
No. BI-7280j-el
NOTICE: The warning found elsewhere in this Power of Attorney affects the validity thereof. Please review carefully.
KNOW ALL MEN BY THESE PRESENTS, that BERKLEY INSURANCE COMPANY (the "Company"), a corporation duly
organized and existing under the laws of the State of Delaware, having its principal office in Greenwich, CT, has made, constituted
and appointed, and does by these presents make, constitute and appoint: Ricardo J. Reyna; Don E. Cornell; Sophinie Hunter;
Robbi Morales; Kelly A. Westbrook; Tina McEwan; Joshua A. Saunders; or Tonie Petranek of Aon Risk Services Sout/twest,
Inc. of Dallas, TX its true and lawful Attorney-in-Fact, to sign its name as surety only as delineated below and to execute, seal,
acknowledge and deliver any and all bonds and undertakings, with the exception of Financial Guaranty Insurance, providing that
no single obligation shall exceed Fifty Million and 00/100 U.S. Dollars (U.S.$50,000,000.00), to the same extent as if such bonds
had been duly executed and acknowledged by the regularly elected officers of the Company at its principal office in their own
proper persons.
This Power of Attorney shall be construed and enforced in accordance with, and governed by, the laws of the State of Delaware,
without giving effect to the principles of conflicts of laws thereof. This Power of Attorney is granted pursuant to the following
resolutions which were duly and validly adopted at a meeting of the Board of Directors 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, Chief
Executive Officer, President or any Vice President of the Company, in conjunction with the Secretary or any Assistant
Secretary are hereby authorized to execute powers of attorney authorizing and qualifying the attorney-in-fact named therein
to execute bonds, undertakings, recognizances, or other suretyship obligations on behalf of the Company, and to affix the
corporate seal of the Company to powers of attorney executed pursuant hereto; and said officers may remove any such
attorney-in-fact and revoke any power of attorney previously granted; and further
RESOLVED, that such power of attorney limits the acts of those named therein to the bonds, undertakings, recognizances,
or other suretyship obligations specifically named therein, and they have no authority to bind the Company except in the
manner and to the extent therein stated; and further
RESOLVED, that such power of attorney revokes all previous powers issued on behalf of the attorney-in-fact named; and
further
RESOLVED, that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any
power of attomey or certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or
other suretyship obligation of the Company; and such signature and seal when so used shall have the same force and effect as
though manually affixed. The Company may continue to use for the purposes herein stated the facsimile signature of any
person or persons who shall have been such officer or officers of the Company, notwithstanding the fact that they may have
ceased to be such at the time when such instruments shall be issued.
IN VJITNESS WHEREOF, the Company has caused these presents to. be sigued and attested by its appropriate officers and its
corporate seal hereunto affixed this 2nd day of ,lune 2020 .
,,\�s�annicFc Attes� Berkl Insurance Company
� �,� �pavoRa,,„ �3,
� W S`�.AL Z �� By :
1 m I9�5 � . derman Je after
\��AWp�, Execuiive Vice President & Secretary S' e resident
STATE OF CONNECTICUT )
) ss:
COUNTY OF FAIRFIELD )
Swom to before me, a Notary Public in the Staxe of Connecticu� this 2nd day of June 2020 , by Ira S. Lederman
and Jeffrey M Tiafter who are swom to me to be the Executive Vice President Secretary, and Senior Vice President,
respectively, ofBerkley Ins�ance Company. �Noraar auai�ic� �
CONNECTICUT �
�v C qNH� gp���P�� . otary PubGc, State of Connecticut
CERT'IFICATE
I, ti�e undersigned, Assistant Secretary of $ERKLEY INSURANCE COMPANY, DO HEREBY CERT'IFY that the foregoing is a
true, correct and complete copy of the ori�nal Power of Attomey; that said Power of Attorney has not been revoked or rescinded
an uRaro auth°rity of tbe Attorney-in-Fact set forth therem, who executed the bond or undertaldng to which this Power of
ched, is in full force and effect as of this date.
w��° "�'rt � der my band and seal of the Company, this day of
w St�.:�L Z
� 1975 �
��'°W"S'� Vincent P. Forte
)MPORTANT NOT)CE
To obfain information or make a compfaint:
You may ca(! Berkley Surety Group, LLC and its affiliates by
tefephone for information or to make a complaint:
BERKLEY SURETY GROUP, LLC
P4ease send all notices of claim on this bond to:
Berkley Surety Group, LLC
�866) 768-3534
412 Mount Kemb►e Avenue, Suite 310N
Morristown, NJ 07960
Attn: Surety Claims Department
You may contact the Texas Department of (nsurance to obtain
information on companies, coverages, rights or complaints at:
1-800-252-3439
You may write the Texas Department of insurance:
P. O. Box 149104
Austin, TX 78714-9104
Fax: (512) 475-'! 771
Web: http://www.tdi.state.tx.us
E-maii: ConsumerProfectionC�tdi.state.ix.us
PREMIUM 4R CLAIM D[SPUTES:
Should you have a dispute concerning your premium or about a claim
you should contact your agent or Berkley Surety Group, LLC first. lf
the dispute is not resolved, you may contact #he Texas Department of
Insurance.
ATTACH THIS NOTICE TO YOUR BOND:
This notice is for informa#ion only and does not become a part or
condition of the attached document and is given to comply wifh Texas
legal and reguiatory requirements. �
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
STANDARD CITY CONDITIONS
OF THE CONSTRUCTION CONTRACT
FOR DEVELOPER AWARDED PROJECTS
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
STANDARD CITY CONDITIONS OF THE
CONSTRUCTION CONTRACT
FOR DEVELOPER AWARDED PROJECTS
TABLE OF CONTENTS
Page
Article 1 – Definitions and Terminology .......................................................................................................... 1
1.01 Defined Terms ............................................................................................................................... 1
1.02 Terminology .................................................................................................................................. 5
Article 2 – Preliminary Matters ......................................................................................................................... 6
2.01 Before Starting Construction ........................................................................................................ 6
2.02 Preconstruction Conference .......................................................................................................... 6
2.03 Public Meeting .............................................................................................................................. 6
Article 3 – Contract Documents and Amending ............................................................................................... 6
3.01 Reference Standards ..................................................................................................................... 6
3.02 Amending and Supplementing Contract Documents .................................................................. 6
Article 4 – Bonds and Insurance ....................................................................................................................... 7
4.01 Licensed Sureties and Insurers ..................................................................................................... 7
4.02 Performance, Payment, and Maintenance Bonds ........................................................................ 7
4.03 Certificates of Insurance ............................................................................................................... 7
4.04 Contractor’s Insurance .................................................................................................................. 9
4.05 Acceptance of Bonds and Insurance; Option to Replace ........................................................... 12
Article 5 – Contractor’s Responsibilities ........................................................................................................ 12
5.01 Supervision and Superintendent ................................................................................................. 12
5.02 Labor; Working Hours ................................................................................................................ 13
5.03 Services, Materials, and Equipment ........................................................................................... 13
5.04 Project Schedule .......................................................................................................................... 14
5.05 Substitutes and “Or-Equals” ....................................................................................................... 14
5.06 Pre-Qualification of Bidders (Prime Contractors and Subcontractors) ..................................... 16
5.07 Concerning Subcontractors, Suppliers, and Others ................................................................... 16
5.08 Wage Rates.................................................................................................................................. 18
5.09 Patent Fees and Royalties ........................................................................................................... 19
5.10 Laws and Regulations ................................................................................................................. 19
5.11 Use of Site and Other Areas ....................................................................................................... 19
5.12 Record Documents ...................................................................................................................... 20
5.13 Safety and Protection .................................................................................................................. 21
5.14 Safety Representative ................................................................................................................. 21
5.15 Hazard Communication Programs ............................................................................................. 22
5.16 Submittals .................................................................................................................................... 22
5.17 Contractor’s General Warranty and Guarantee .......................................................................... 23
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
5.18 Indemnification ........................................................................................................................... 24
5.19 Delegation of Professional Design Services .............................................................................. 24
5.20 Right to Audit: ............................................................................................................................ 25
5.21 Nondiscrimination....................................................................................................................... 25
Article 6 – Other Work at the Site ................................................................................................................... 26
6.01 Related Work at Site ................................................................................................................... 26
Article 7 – City’s Responsibilities................................................................................................................... 26
7.01 Inspections, Tests, and Approvals .............................................................................................. 26
7.02 Limitations on City’s Responsibilities ....................................................................................... 26
7.03 Compliance with Safety Program ............................................................................................... 27
Article 8 – City’s Observation Status During Construction ........................................................................... 27
8.01 City’s Project Representative ..................................................................................................... 27
8.02 Authorized Variations in Work .................................................................................................. 27
8.03 Rejecting Defective Work .......................................................................................................... 27
8.04 Determinations for Work Performed .......................................................................................... 28
Article 9 – Changes in the Work ..................................................................................................................... 28
9.01 Authorized Changes in the Work ............................................................................................... 28
9.02 Notification to Surety .................................................................................................................. 28
Article 10 – Change of Contract Price; Change of Contract Time ................................................................ 28
10.01 Change of Contract Price ............................................................................................................ 28
10.02 Change of Contract Time............................................................................................................ 28
10.03 Delays .......................................................................................................................................... 28
Article 11 – Tests and Inspections; Correction, Removal or Acceptance of Defective Work ...................... 29
11.01 Notice of Defects ........................................................................................................................ 29
11.02 Access to Work ........................................................................................................................... 29
11.03 Tests and Inspections .................................................................................................................. 29
11.04 Uncovering Work ....................................................................................................................... 30
11.05 City May Stop the Work ............................................................................................................. 30
11.06 Correction or Removal of Defective Work ................................................................................ 30
11.07 Correction Period ........................................................................................................................ 30
11.08 City May Correct Defective Work ............................................................................................. 31
Article 12 – Completion .................................................................................................................................. 32
12.01 Contractor’s Warranty of Title ................................................................................................... 32
12.02 Partial Utilization ........................................................................................................................ 32
12.03 Final Inspection ........................................................................................................................... 32
12.04 Final Acceptance ......................................................................................................................... 33
Article 13 – Suspension of Work .................................................................................................................... 33
13.01 City May Suspend Work ............................................................................................................ 33
Article 14 – Miscellaneous .............................................................................................................................. 34
14.01 Giving Notice .............................................................................................................................. 34
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
14.02 Computation of Times ................................................................................................................ 34
14.03 Cumulative Remedies ................................................................................................................. 34
14.04 Survival of Obligations ............................................................................................................... 35
14.05 Headings ...................................................................................................................................... 35
00 73 10- 1
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 1 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
ARTICLE 1 – DEFINITIONS AND TERMINOLOGY
1.01 Defined Terms
A. Wherever used in these General Conditions or in other Contract Documents, the terms listed
below have the meanings indicated which are applicable to both the singular and plural thereof,
and words denoting gender shall include the masculine, feminine and neuter. Said terms are
generally capitalized or written in italics, but not always. When used in a context consistent with
the definition of a listed-defined term, the term shall have a meaning as defined below whether
capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial
capital letters in the Contract Documents include references to identified articles and paragraphs,
and the titles of other documents or forms.
1. Agreement - The written instrument which is evidence of the agreement between Developer
and Contractor covering the Work
2. Asbestos—Any material that contains more than one percent asbestos and is friable or is
releasing asbestos fibers into the air above current action levels established by the United
States Occupational Safety and Health Administration.
3. Business Day – A business day is defined as a day that the City conducts normal business,
generally Monday through Friday, except for federal or state holidays observed by the City.
4. Buzzsaw – City’s on-line, electronic document management and collaboration system.
5. Calendar Day – A day consisting of 24 hours measured from midnight to the next midnight.
6. City— The City of Fort Worth, Texas, a Texas home-rule municipal corporation, acting by,
its governing body through its City Manager, his designee, or agents authorized pursuant to
its duly authorized charter on his behalf.
7. Community Facilities Agreement (CFA) -–A Contract between the Developer and the City
for the Construction of one or more following public facilities within the City public right-of-
way or easement: Water, Sanitary Sewer, Street, Storm Drain, Street Light, and Street Signs.
A CFA may include private facilities within the right-of-way dedicated as private right-of-
way or easement on a recorded plat.
8. Contract—The entire and integrated written document incorporating the Contract
Documents between the Developer, Contractor, and/or City concerning the Work. The
Contract supersedes prior negotiations, representations, or agreements, whether written or
oral.
9. Contract Documents—Those items that make up the contract and which must include the
Agreement, and it’s attachments such as standard construction specifications, standard City
Conditions, other general conditions of the Developer, including:
a. An Agreement
00 73 10- 2
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 2 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
b. Attachments to the Agreement
i. Bid Form
ii. Vendor Compliance with State Law Non-Resident Bidder
iii. Prequalification Statement
c. Current Prevailing Wage Rates Table (if required by City)
d. Insurance Accord Form
e. Payment Bond
f. Performance Bond
g. Maintenance Bond
h. Power of Attorney for Bonds
i. Workers Compensation Affidavit
j. MWBE Commitment Form( If required by City)
k. General Conditions
l. Supplementary Conditions
m. The Standard City Conditions
n. Specifications specifically made part of the Contract Documents by attachment, if
not attached, as incorporated by reference and described in the Table of Contents of
the Project’s Contract Documents
o. Drawings
p. Documentation submitted by contractor prior to Notice of Award.
q. The following which may be delivered or issued after the effective date if the
Agreement and, if issued become an incorporated part of the Contract Documents
i. Notice to Proceed
ii. Field Orders
iii. Change Orders
iv. Letters of Final Acceptance
r. Approved Submittals, other Contractor submittals, and the reports and drawings of
subsurface and physical conditions are not Contract Documents.
10. Contractor—The individual or entity with whom Developer has entered into the Agreement.
11. Day or day – A day, unless otherwise defined, shall mean a Calendar Day.
12. Developer – An individual or entity that desires to make certain improvements within the
City of Fort Worth
13. Drawings—That part of the Contract Documents prepared or approved by Engineer which
graphically shows the scope, extent, and character of the Work to be performed by
Contractor. Submittals are not Drawings as so defined.
14. Engineer—The licensed professional engineer or engineering firm registered in the State of
Texas performing professional services for the Developer.
15. Final Acceptance – The written notice given by the City to the Developer and/or Contractor
that the Work specified in the Contract Documents has been completed to the satisfaction of
the City.
00 73 10- 3
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 3 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
16. Final Inspection – Inspection carried out by the City to verify that the Contractor has
completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in
conformance with the Contract Documents.
17. General Requirements—A part of the Contract Documents between the Developer and a
Contractor.
18. Laws and Regulations—Any and all applicable laws, rules, regulations, ordinances, codes,
and orders of any and all governmental bodies, agencies, authorities, and courts having
jurisdiction.
19. Liens—Charges, security interests, or encumbrances upon Project funds, real property, or
personal property.
20. Milestone—A principal event specified in the Contract Documents relating to an
intermediate Contract Time prior to Final Acceptance of the Work.
21. Non-Participating Change Order—A document, which is prepared for and reviewed by the
City, which is signed by Contractor, and Developer, and authorizes an addition, deletion, or
revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on
or after the Effective Date of the Agreement.
22. Participating Change Order—A document, which is prepared for and approved by the City,
which is signed by Contractor, Developer, and City and authorizes an addition, deletion, or
revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on
or after the Effective Date of the Agreement.
23. Plans – See definition of Drawings.
24. Project Schedule—A schedule, prepared and maintained by Contractor, in accordance with
the General Requirements, describing the sequence and duration of the activities comprising
the Contractor’s plan to accomplish the Work within the Contract Time.
25. Project—The Work to be performed under the Contract Documents.
26. Project Representative—The authorized representative of the City who will be assigned to
the Site.
27. Public Meeting – An announced meeting conducted by the Developer to facilitate public
participation and to assist the public in gaining an informed view of the Project.
28. Regular Working Hours – Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday
thru Friday (excluding legal holidays).
29. Samples—Physical examples of materials, equipment, or workmanship that are
representative of some portion of the Work and which establish the standards by which such
portion of the Work will be judged.
00 73 10- 4
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 4 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
30. Schedule of Submittals—A schedule, prepared and maintained by Contractor, of required
submittals and the time requirements to support scheduled performance of related
construction activities.
31. Site—Lands or areas indicated in the Contract Documents as being furnished by City or
Developer upon which the Work is to be performed, including rights-of-way, permits, and
easements for access thereto, and such other lands furnished by City or Developer which are
designated for the use of Contractor.
32. Specifications—That part of the Contract Documents consisting of written requirements for
materials, equipment, systems, standards and workmanship as applied to the Work, and
certain administrative requirements and procedural matters applicable thereto.
Specifications may be specifically made a part of the Contract Documents by attachment or,
if not attached, may be incorporated by reference as indicated in the Table of Contents
(Division 00 00 00) of each Project.
33. Standard City Conditions – That part of the Contract Documents setting forth requirements
of the City.
34. Subcontractor—An individual or entity having a direct contract with Contractor or with any
other Subcontractor for the performance of a part of the Work at the Site.
35. Submittals—All drawings, diagrams, illustrations, schedules, and other data or information
which are specifically prepared or assembled by or for Contractor and submitted by
Contractor to illustrate some portion of the Work.
36. Superintendent – The representative of the Contractor who is available at all times and able
to receive instructions from the City and/or Developer and to act for the Contractor.
37. Supplementary Conditions—That part of the Contract Documents which amends or
supplements the General Conditions.
38. Supplier—A manufacturer, fabricator, supplier, distributor, materialman, or vendor having
a direct contract with Contractor or with any Subcontractor to furnish materials or
equipment to be incorporated in the Work by Contractor or Subcontractor.
39. Underground Facilities—All underground pipelines, conduits, ducts, cables, wires,
manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any
encasements containing such facilities, including but not limited to, those that convey
electricity, gases, steam, liquid petroleum products, telephone or other communications,
cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or
other control systems.
40. Weekend Working Hours – Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday,
Sunday or legal holiday, as approved in advance by the City.
00 73 10- 5
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 5 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
41. Work—The entire construction or the various separately identifiable parts thereof required
to be provided under the Contract Documents. Work includes and is the result of performing
or providing all labor, services, and documentation necessary to produce such construction
including any Participating Change Order, Non-Participating Change Order, or Field
Order, and furnishing, installing, and incorporating all materials and equipment into such
construction, all as required by the Contract Documents.
42. Working Day – A working day is defined as a day, not including Saturdays, Sundays, or
legal holidays authorized by the City for contract purposes, in which weather or other
conditions not under the control of the Contractor will permit the performance of the
principal unit of work underway for a continuous period of not less than 7 hours between 7
a.m. and 6 p.m.
1.02 Terminology
A. The words and terms discussed in Paragraph 1.02.B through D are not defined but, when used in
the Bidding Requirements or Contract Documents, have the indicated meaning.
B. Defective:
1. The word “defective,” when modifying the word “Work,” refers to Work that is
unsatisfactory, faulty, or deficient in that it:
a. does not conform to the Contract Documents; or
b. does not meet the requirements of any applicable inspection, reference standard, test, or
approval referred to in the Contract Documents; or
c. has been damaged prior to City’s written acceptance.
C. Furnish, Install, Perform, Provide:
1. The word “Furnish” or the word “Install” or the word “Perform” or the word “Provide” or
the word “Supply,” or any combination or similar directive or usage thereof, shall mean
furnishing and incorporating in the Work including all necessary labor, materials, equipment,
and everything necessary to perform the Work indicated, unless specifically limited in the
context used.
D. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known
technical or construction industry or trade meaning are used in the Contract Documents in
accordance with such recognized meaning.
00 73 10- 6
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 6 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
ARTICLE 2 – PRELIMINARY MATTERS
2.01 Before Starting Construction
Baseline Schedules: Submit to City in accordance with the Contract Documents, and prior to starting
the Work. New schedules will be submitted to City when Participating Change Orders or Non-
Participating Change Orders occur.
2.02 Preconstruction Conference
Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as
specified in the Contract Documents.
2.03 Public Meeting
Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor
attending the Public Meeting as scheduled by the City.
ARTICLE 3 – CONTRACT DOCUMENTS AND AMENDING
3.01 Reference Standards
A. Standards, Specifications, Codes, Laws, and Regulations
1. Reference to standards, specifications, manuals, or codes of any technical society,
organization, or association, or to Laws or Regulations, whether such reference be specific or
by implication, shall mean the standard, specification, manual, code, or Laws or Regulations
in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there
were no Bids), except as may be otherwise specifically stated in the Contract Documents.
2. No provision or instruction shall be effective to assign to City, or any of its officers,
directors, members, partners, employees, agents, consultants, or subcontractors, any duty or
authority to supervise or direct the performance of the Work or any duty or authority to
undertake responsibility inconsistent with the provisions of the Contract Documents.
3.02 Amending and Supplementing Contract Documents
A. The Contract Documents may be amended to provide for additions, deletions, and revisions in
the Work or to modify the terms and conditions thereof by a Participating Change Order or a
Non-Participating Change Order.
B. The requirements of the Contract Documents may be supplemented, and minor variations and
deviations in the Work not involving a change in Contract Price or Contract Time, may be
authorized, by one or more of the following ways:
1. A Field Order;
00 73 10- 7
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 7 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
1. City’s or Engineer’s review of a Submittal (subject to the provisions of Paragraph 5.16.C); or
2. City’s written interpretation or clarification.
ARTICLE 4 – BONDS AND INSURANCE
4.01 Licensed Sureties and Insurers
All bonds and insurance required by the Contract Documents to be purchased and maintained by
Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized
in the State of Texas to issue bonds or insurance policies for the limits and coverage so required.
Such surety and insurance companies shall also meet such additional requirements and qualifications
as may be provided Section 4.04.
4.02 Performance, Payment, and Maintenance Bonds
A. Contractor shall furnish performance and payment bonds in the name of Developer and City, in
accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount
equal to the Contract Price as security for the faithful performance and payment of all of
Contractor’s obligations under the Contract Documents.
B. Contractor shall furnish maintenance bonds in the name of Developer and City in an amount
equal to the Contract Price as security to protect the City against any defects in any portion of the
Work described in the Contract Documents. Maintenance bonds shall remain in effect for two
(2) years after the date of Final Acceptance by the City.
C. All bonds shall be in the form prescribed by the Contract Documents except as provided
otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list
of “Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and
as Acceptable Reinsuring Companies” as published in Circular 570 (amended) by the Financial
Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed
by an agent or attorney-in-fact must be accompanied by a sealed and dated power of attorney
which shall show that it is effective on the date the agent or attorney-in-fact signed each bond.
D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or
its right to do business is terminated in the State of Texas or it ceases to meet the requirements of
Paragraph 4.02.C, Contractor shall promptly notify City and shall, within 30 days after the event
giving rise to such notification, provide another bond and surety, both of which shall comply
with the requirements of Paragraphs 4.01 and 4.02.C.
4.03 Certificates of Insurance
Contractor shall deliver to Developer and City, with copies to each additional insured and loss payee
identified in these Standard City Conditions certificates of insurance (and other evidence of
insurance requested by City or any other additional insured) which Contractor is required to
purchase and maintain.
00 73 10- 8
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 8 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
1. The certificate of insurance shall document the City, an as “Additional Insured” on all
liability policies.
2. The Contractor’s general liability insurance shall include a, “per project” or “per location”,
endorsement, which shall be identified in the certificate of insurance provided to the City.
3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the
insured, be complete in its entirety, and show complete insurance carrier names as listed in
the current A.M. Best Property & Casualty Guide
4. The insurers for all policies must be licensed and/or approved to do business in the State of
Texas. Except for workers’ compensation, all insurers must have a minimum rating of A-:
VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial
strength and solvency to the satisfaction of Risk Management. If the rating is below that
required, written approval of City is required.
5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor
of the City. In addition, the Contractor agrees to waive all rights of subrogation against the
Engineer (if applicable), and each additional insured identified in these Standard City
Conditions. Failure of the City to demand such certificates or other evidence of full
compliance with the insurance requirements or failure of the City to identify a deficiency
from evidence that is provided shall not be construed as a waiver of Contractor’s obligation
to maintain such lines of insurance coverage.
6. If insurance policies are not written for specified coverage limits, an Umbrella or Excess
Liability insurance for any differences is required. Excess Liability shall follow form of the
primary coverage.
7. Unless otherwise stated, all required insurance shall be written on the “occurrence basis”. If
coverage is underwritten on a claims-made basis, the retroactive date shall be coincident with
or prior to the date of the effective date of the agreement and the certificate of insurance shall
state that the coverage is claims-made and the retroactive date. The insurance coverage shall
be maintained for the duration of the Contract and for three (3) years following Final
Acceptance provided under the Contract Documents or for the warranty period, whichever is
longer. An annual certificate of insurance submitted to the City shall evidence such
insurance coverage.
8. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the
required lines of coverage, nor decrease the limits of said coverage unless such endorsements
are approved in writing by the City. In the event a Contract has been bid or executed and the
exclusions are determined to be unacceptable or the City desires additional insurance
coverage, and the City desires the contractor/engineer to obtain such coverage, the contract
price shall be adjusted by the cost of the premium for such additional coverage plus 10%.
9. Any self-insured retention (SIR), in excess of $25,000.00, affecting required insurance
coverage shall be approved by the City in regards to asset value and stockholders' equity. In
00 73 10- 9
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 9 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
lieu of traditional insurance, alternative coverage maintained through insurance pools or risk
retention groups, must also be approved by City.
10. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a
first-dollar basis, must be acceptable to and approved by the City.
11. City, at its sole discretion, reserves the right to review the insurance requirements and to
make reasonable adjustments to insurance coverage’s and their limits when deemed
necessary and prudent by the City based upon changes in statutory law, court decision or the
claims history of the industry as well as of the contracting party to the City. The City shall
be required to provide prior notice of 90 days, and the insurance adjustments shall be
incorporated into the Work by Change Order.
12. City shall be entitled, upon written request and without expense, to receive copies of policies
and endorsements thereto and may make any reasonable requests for deletion or revision or
modifications of particular policy terms, conditions, limitations, or exclusions necessary to
conform the policy and endorsements to the requirements of the Contract. Deletions,
revisions, or modifications shall not be required where policy provisions are established by
law or regulations binding upon either party or the underwriter on any such policies.
13. City shall not be responsible for the direct payment of insurance premium costs for
Contractor’s insurance.
4.04 Contractor’s Insurance
A. Workers Compensation and Employers’ Liability. Contractor shall purchase and maintain such
insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers’
Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for
Employers’ Liability as is appropriate for the Work being performed and as will provide
protection from claims set forth below which may arise out of or result from Contractor’s
performance of the Work and Contractor’s other obligations under the Contract Documents,
whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly
or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts
any of them may be liable:
1. claims under workers’ compensation, disability benefits, and other similar employee benefit
acts;
2. claims for damages because of bodily injury, occupational sickness or disease, or death of
Contractor’s employees.
3. The limits of liability for the insurance shall provide the following coverages for not less
than the following amounts or greater where required by Laws and Regulations
a. Statutory limits
b. Employer's liability
00 73 10- 10
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 10 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
1) $100,000 each accident/occurrence
2) $100,000 Disease - each employee
3) $500,000 Disease - policy limit
B. Commercial General Liability. Coverage shall include but not be limited to covering liability
(bodily injury or property damage) arising from: premises/operations, independent contractors,
products/completed operations, personal injury, and liability under an insured contract. Insurance
shall be provided on an occurrence basis, and as comprehensive as the current Insurance
Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to
any other insurance or self-insurance programs afforded to the City. The Commercial General
Liability policy, shall have no exclusions by endorsements that would alter of nullify
premises/operations, products/completed operations, contractual, personal injury, or advertising
injury, which are normally contained with the policy, unless the City approves such exclusions
in writing.
1. For construction projects that present a substantial completed operation exposure, the City
may require the contractor to maintain completed operations coverage for a minimum of no
less than three (3) years following the completion of the project
2. Contractor's Liability Insurance under this Section which shall be on a per project basis
covering the Contractor with minimum limits of:
a. $1,000,000 each occurrence
b. $2,000,000 aggregate limit
3. The policy must have an endorsement (Amendment – Aggregate Limits of Insurance)
making the General Aggregate Limits apply separately to each job site.
4. The Commercial General Liability Insurance policies shall provide “X”, “C”, and “U”
coverage’s. Verification of such coverage must be shown in the Remarks Article of the
Certificate of Insurance.
C. Automobile Liability. A commercial business auto policy shall provide coverage on “any auto”,
defined as autos owned, hired and non-owned and provide indemnity for claims for damages
because bodily injury or death of any person and or property damage arising out of the work,
maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by
anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone
for whose acts any of them may be liable.
1. Automobile Liability, Contractor’s Liability Insurance under this Section, which shall be in
an amount not less than the following amounts:
a. Automobile Liability - a commercial business policy shall provide coverage on "Any
Auto", defined as autos owned, hired and non-owned.
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1) $1,000,000 each accident on a combined single limit basis. Split limits are
acceptable if limits are at least:
2) $250,000 Bodily Injury per person
3) $500,000 Bodily Injury per accident /
4) $100,000 Property Damage
D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of
railroad right-of-way, the Contractor shall comply with the following requirements:
1. The Contractor’s construction activities will require its employees, agents, subcontractors,
equipment, and material deliveries to cross railroad properties and tracks owned and
operated by: ____________________________________________________________
Write the name of the railroad company. (If none, then write none)
2. The Contractor shall conduct its operations on railroad properties in such a manner as not to
interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use
or operation of its/their trains or other property. Such operations on railroad properties may
require that Contractor to execute a “Right of Entry Agreement” with the particular railroad
company or companies involved, and to this end the Contractor should satisfy itself as to the
requirements of each railroad company and be prepared to execute the right-of-entry (if any)
required by a railroad company. The requirements specified herein likewise relate to the
Contractor’s use of private and/or construction access roads crossing said railroad company’s
properties.
3. The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions
shall provide coverage for not less than the following amounts, issued by companies
satisfactory to the City and to the Railroad Company for a term that continues for so long as
the Contractor’s operations and work cross, occupy, or touch railroad property:
a. General Aggregate: _____________________________________
Enter limits provided by Railroad Company (If none, write none)
b. Each Occurrence: : _____________________________________
Enter limits provided by Railroad Company (If none, write none)
4. With respect to the above outlined insurance requirements, the following shall govern:
a. Where a single railroad company is involved, the Contractor shall provide one insurance
policy in the name of the railroad company. However, if more than one grade separation
or at-grade crossing is affected by the Project at entirely separate locations on the line or
lines of the same railroad company, separate coverage may be required, each in the
amount stated above.
b. Where more than one railroad company is operating on the same right-of-way or where
several railroad companies are involved and operated on their own separate rights-of-
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way, the Contractor may be required to provide separate insurance policies in the name
of each railroad company.
c. If, in addition to a grade separation or an at-grade crossing, other work or activity is
proposed on a railroad company’s right-of-way at a location entirely separate from the
grade separation or at-grade crossing, insurance coverage for this work must be included
in the policy covering the grade separation.
d. If no grade separation is involved but other work is proposed on a railroad company’s
right-of-way, all such other work may be covered in a single policy for that railroad, even
though the work may be at two or more separate locations.
5. No work or activities on a railroad company’s property to be performed by the Contractor
shall be commenced until the Contractor has furnished the City with an original policy or
policies of the insurance for each railroad company named, as required above. All such
insurance must be approved by the City and each affected Railroad Company prior to the
Contractor’s beginning work.
6. The insurance specified above must be carried until all Work to be performed on the railroad
right-of-way has been completed and the grade crossing, if any, is no longer used by the
Contractor. In addition, insurance must be carried during all maintenance and/or repair work
performed in the railroad right-of-way. Such insurance must name the railroad company as
the insured, together with any tenant or lessee of the railroad company operating over tracks
involved in the Project.
E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation
or other loss of insurance coverage. Contractor shall stop work until replacement insurance has
been procured. There shall be no time credit for days not worked pursuant to this section.
4.05 Acceptance of Bonds and Insurance; Option to Replace
If City has any objection to the coverage afforded by or other provisions of the bonds or insurance
required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis
of non-conformance with the Contract Documents, the Developer and City shall so notify the
Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence
requested). Contractor shall provide to the City such additional information in respect of insurance
provided as the Developer or City may reasonably request. If Contractor does not purchase or
maintain all of the bonds and insurance required by the Contract Documents, the Developer or City
shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure
to maintain prior to any change in the required coverage.
ARTICLE 5 – CONTRACTOR’S RESPONSIBILITIES
5.01 Supervision and Superintendent
A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting
such attention thereto and applying such skills and expertise as may be necessary to perform the
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Work in accordance with the Contract Documents. Contractor shall be solely responsible for the
means, methods, techniques, sequences, and procedures of construction.
B. At all times during the progress of the Work, Contractor shall assign a competent, English-
speaking, Superintendent who shall not be replaced without written notice to City. The
Superintendent will be Contractor’s representative at the Site and shall have authority to act on
behalf of Contractor. All communication given to or received from the Superintendent shall be
binding on Contractor.
C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of
construction.
5.02 Labor; Working Hours
A. Contractor shall provide competent, suitably qualified personnel to perform construction as
required by the Contract Documents. Contractor shall at all times maintain good discipline and
order at the Site.
B. Except as otherwise required for the safety or protection of persons or the Work or property at
the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work
at the Site shall be performed during Regular Working Hours. Contractor will not permit the
performance of Work beyond Regular Working Hours or for Weekend Working Hours without
City’s written consent (which will not be unreasonably withheld). Written request (by letter or
electronic communication) to perform Work:
1. for beyond Regular Working Hours request must be made by noon at least two (2) Business
Days prior
2. for Weekend Working Hours request must be made by noon of the preceding Thursday
3. for legal holidays request must be made by noon two Business Days prior to the legal
holiday.
5.03 Services, Materials, and Equipment
A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full
responsibility for all services, materials, equipment, labor, transportation, construction
equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary
facilities, temporary facilities, and all other facilities and incidentals necessary for the
performance, Contractor required testing, start-up, and completion of the Work.
B. All materials and equipment incorporated into the Work shall be as specified or, if not specified,
shall be of good quality and new, except as otherwise provided in the Contract Documents. All
special warranties and guarantees required by the Specifications shall expressly run to the benefit
of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of
required tests) as to the source, kind, and quality of materials and equipment.
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C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed,
connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of
the applicable Supplier, except as otherwise may be provided in the Contract Documents.
5.04 Project Schedule
A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.01
and the General Requirements as it may be adjusted from time to time as provided below.
1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.01 and
the General Requirements) proposed adjustments in the Project Schedule.
2. Proposed adjustments in the Project Schedule that will change the Contract Time shall be
submitted in accordance with the requirements of Article 9. Adjustments in Contract Time
for projects with City participation shall be made by participating change orders.
5.05 Substitutes and “Or-Equals”
A. Whenever an item of material or equipment is specified or described in the Contract Documents
by using the name of a proprietary item or the name of a particular Supplier, the specification or
description is intended to establish the type, function, appearance, and quality required. Unless
the specification or description contains or is followed by words reading that no like, equivalent,
or “or-equal” item or no substitution is permitted, other items of material or equipment of other
Suppliers may be submitted to City for review under the circumstances described below.
1. “Or-Equal” Items: If in City’s sole discretion an item of material or equipment proposed by
Contractor is functionally equal to that named and sufficiently similar so that no change in
related Work will be required, it may be considered by City as an “or-equal” item, in which
case review and approval of the proposed item may, in City’s sole discretion, be
accomplished without compliance with some or all of the requirements for approval of
proposed substitute items. For the purposes of this Paragraph 5.05.A.1, a proposed item of
material or equipment will be considered functionally equal to an item so named if:
a. City determines that:
1) it is at least equal in materials of construction, quality, durability, appearance,
strength, and design characteristics;
2) it will reliably perform at least equally well the function and achieve the results
imposed by the design concept of the completed Project as a functioning whole; and
3) it has a proven record of performance and availability of responsive service; and
b. Contractor certifies that, if approved and incorporated into the Work:
1) there will be no increase in cost to the City or increase in Contract Time; and
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2) it will conform substantially to the detailed requirements of the item named in the
Contract Documents.
2. Substitute Items:
a. If in City’s sole discretion an item of material or equipment proposed by Contractor does
not qualify as an “or-equal” item under Paragraph 5.05.A.1, it may be submitted as a
proposed substitute item.
b. Contractor shall submit sufficient information as provided below to allow City to
determine if the item of material or equipment proposed is essentially equivalent to that
named and an acceptable substitute therefor. Requests for review of proposed substitute
items of material or equipment will not be accepted by City from anyone other than
Contractor.
c. Contractor shall make written application to City for review of a proposed substitute item
of material or equipment that Contractor seeks to furnish or use. The application shall
comply with Section 01 25 00 and:
1) shall certify that the proposed substitute item will:
i. perform adequately the functions and achieve the results called for by the general
design;
ii. be similar in substance to that specified;
iii. be suited to the same use as that specified; and
2) will state:
i. the extent, if any, to which the use of the proposed substitute item will prejudice
Contractor’s achievement of final completion on time;
ii. whether use of the proposed substitute item in the Work will require a change in
any of the Contract Documents (or in the provisions of any other direct contract
with City for other work on the Project) to adapt the design to the proposed
substitute item;
iii. whether incorporation or use of the proposed substitute item in connection with
the Work is subject to payment of any license fee or royalty; and
3) will identify:
i. all variations of the proposed substitute item from that specified;
ii. available engineering, sales, maintenance, repair, and replacement services; and
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4) shall contain an itemized estimate of all costs or credits that will result directly or
indirectly from use of such substitute item, including costs of redesign and Damage
Claims of other contractors affected by any resulting change.
B. Substitute Construction Methods or Procedures: If a specific means, method, technique,
sequence, or procedure of construction is expressly required by the Contract Documents,
Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure
of construction approved by City. Contractor shall submit sufficient information to allow City, in
City’s sole discretion, to determine that the substitute proposed is equivalent to that expressly
called for by the Contract Documents. Contractor shall make written application to City for
review in the same manner as those provided in Paragraph 5.05.A.2.
C. City’s Evaluation: City will be allowed a reasonable time within which to evaluate each
proposal or submittal made pursuant to Paragraphs 5.05.A and 5.05.B. City may require
Contractor to furnish additional data about the proposed substitute. City will be the sole judge of
acceptability. No “or-equal” or substitute will be ordered, installed or utilized until City’s review
is complete, which will be evidenced by a Change Order in the case of a substitute and an
accepted Submittal for an “or-equal.” City will advise Contractor in writing of its determination.
D. Special Guarantee: City may require Contractor to furnish at Contractor’s expense a special
performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall
indemnify and hold harmless City and anyone directly or indirectly employed by them from and
against any and all claims, damages, losses and expenses (including attorneys fees) arising out
of the use of substituted materials or equipment.
E. City’s Cost Reimbursement: City will record City’s costs in evaluating a substitute proposed or
submitted by Contractor pursuant to Paragraphs 5.05.A.2 and 5.05.B. Whether or not City
approves a substitute so proposed or submitted by Contractor, Contractor may be required to
reimburse City for evaluating each such proposed substitute. Contractor may also be required to
reimburse City for the charges for making changes in the Contract Documents.
F. Contractor’s Expense: Contractor shall provide all data in support of any proposed substitute or
“or-equal” at Contractor’s expense.
G. Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute
shall be incorporated to the Contract by Participating Change Order.
5.06 Pre-Qualification of Bidders (Prime Contractors and Subcontractors)
A. The Contractor and any subcontractors are required to be prequalified for the work types
requiring pre-qualification
5.07 Concerning Subcontractors, Suppliers, and Others
A. Minority and Women Owned Business Enterprise Compliance:
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Required for this Contract.
(Check this box if there is any City Participation)
Not Required for this Contract.
It is City policy to ensure the full and equitable participation by Minority and Women Business
Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the
Contract Documents provide for a MWBE goal, Contractor is required to comply with the intent
of the City’s MWBE Ordinance (as amended) by the following:
1. Contractor shall, upon request by City, provide complete and accurate information regarding
actual work performed by a MWBE on the Contract and payment therefor.
2. Contractor will not make additions, deletions, or substitutions of accepted MWBE without
written consent of the City. Any unjustified change or deletion shall be a material breach of
Contract and may result in debarment in accordance with the procedures outlined in the
Ordinance.
3. Contractor shall, upon request by City, allow an audit and/or examination of any books,
records, or files in the possession of the Contractor that will substantiate the actual work
performed by an MWBE. Material misrepresentation of any nature will be grounds for
termination of the Contract. Any such misrepresentation may be grounds for disqualification
of Contractor to bid on future contracts with the City for a period of not less than three years.
B. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors,
Suppliers, and other individuals or entities performing or furnishing any of the Work just as
Contractor is responsible for Contractor’s own acts and omissions. Nothing in the Contract
Documents:
1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity
any contractual relationship between City and any such Subcontractor, Supplier or other
individual or entity; nor
2. shall create any obligation on the part of City to pay or to see to the payment of any moneys
due any such Subcontractor, Supplier, or other individual or entity except as may otherwise
be required by Laws and Regulations.
C. Contractor shall be solely responsible for scheduling and coordinating the Work of
Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the
Work under a direct or indirect contract with Contractor.
D. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing
any of the Work shall communicate with City through Contractor.
E. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an
appropriate agreement between Contractor and the Subcontractor or Supplier which specifically
binds the Subcontractor or Supplier to the applicable terms and conditions of these Contract
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Documents, Contractor shall provide City contract numbers and reference numbers to the
Subcontractors and/or Suppliers.
5.08 Wage Rates
Required for this Contract.
Not Required for this Contract.
A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of
Chapter 2258, Texas Government Code (as amended), including the payment of not less than the
rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in
accordance with Chapter 2258. Such prevailing wage rates are included in these Contract
Documents.
B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage
shall, upon demand made by the City, pay to the City $60 for each worker employed for each
calendar day or part of the day that the worker is paid less than the prevailing wage rates
stipulated in these contract documents. This penalty shall be retained by the City to offset its
administrative costs, pursuant to Texas Government Code 2258.023.
C. Complaints of Violations and City Determination of Good Cause. On receipt of information,
including a complaint by a worker, concerning an alleged violation of 2258.023, Texas
Government Code, by a Contractor or Subcontractor, the City shall make an initial
determination, before the 31st day after the date the City receives the information, as to whether
good cause exists to believe that the violation occurred. The City shall notify in writing the
Contractor or Subcontractor and any affected worker of its initial determination. Upon the
City’s determination that there is good cause to believe the Contractor or Subcontractor has
violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or
claimants as the difference between wages paid and wages due under the prevailing wage rates,
such amounts being subtracted from successive progress payments pending a final determination
of the violation.
D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of
Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected
worker, shall be submitted to binding arbitration in accordance with the Texas General
Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any
affected worker does not resolve the issue by agreement before the 15th day after the date the
City makes its initial determination pursuant to Paragraph C above. If the persons required to
arbitrate under this section do not agree on an arbitrator before the 11th day after the date that
arbitration is required, a district court shall appoint an arbitrator on the petition of any of the
persons. The City is not a party in the arbitration. The decision and award of the arbitrator is
final and binding on all parties and may be enforced in any court of competent jurisdiction.
E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3)
years following the date of acceptance of the work, maintain records that show (i) the name and
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occupation of each worker employed by the Contractor in the construction of the Work provided
for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be
open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right
to Audit, shall pertain to this inspection.
F. Progress Payments. With each progress payment or payroll period, whichever is less, the
Contractor shall submit an affidavit stating that the Contractor has complied with the
requirements of Chapter 2258, Texas Government Code.
G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at
all times.
H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall
otherwise require all of its Subcontractors to comply with Paragraphs A through G above.
5.09 Patent Fees and Royalties
A. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold
harmless City, from and against all claims, costs, losses, and damages (including but not limited
to all fees and charges of engineers, architects, attorneys, and other professionals and all court
or arbitration or other dispute resolution costs) arising out of or relating to any infringement of
patent rights or copyrights incident to the use in the performance of the Work or resulting from
the incorporation in the Work of any invention, design, process, product, or device not specified
in the Contract Documents.
5.10 Laws and Regulations
A. Contractor shall give all notices required by and shall comply with all Laws and Regulations
applicable to the performance of the Work. Except where otherwise expressly required by
applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor’s
compliance with any Laws or Regulations.
B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws
or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or arbitration or other dispute resolution costs) arising out of or relating to such Work.
However, it shall not be Contractor’s responsibility to make certain that the Specifications and
Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of
Contractor’s obligations under Paragraph 3.01.
5.11 Use of Site and Other Areas
A. Limitation on Use of Site and Other Areas:
1. Contractor shall confine construction equipment, the storage of materials and equipment, and
the operations of workers to the Site and other areas permitted by Laws and Regulations, and
shall not unreasonably encumber the Site and other areas with construction equipment or
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other materials or equipment. Contractor shall assume full responsibility for any damage to
any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas
resulting from the performance of the Work.
2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is
carrying on operations in a portion of a street, right-of-way, or easement greater than is
necessary for proper execution of the Work, the City may require the Contractor to finish the
section on which operations are in progress before work is commenced on any additional
area of the Site.
3. Should any Damage Claim be made by any such owner or occupant because of the
performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim.
4. Pursuant to Paragraph 5.18, Contractor shall indemnify and hold harmless City, from and
against all claims, costs, losses, and damages arising out of or relating to any claim or
action, legal or equitable, brought by any such owner or occupant against City.
B. Removal of Debris During Performance of the Work: During the progress of the Work
Contractor shall keep the Site and other areas free from accumulations of waste materials,
rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other
debris shall conform to applicable Laws and Regulations.
C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the
clean-up on the job site is proceeding in a manner unsatisfactory to the City or Developer, if the
Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as
the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the
written notice (by letter or electronic communication), and shall be entitled to recover its cost in
doing so. The City may withhold Final Acceptance until clean-up is complete and cost are
recovered.
D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and
the Work and make it ready for utilization by City or adjacent property owner. At the completion
of the Work Contractor shall remove from the Site all tools, appliances, construction equipment
and machinery, and surplus materials and shall restore to original condition or better all property
disturbed by the Work.
E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded
in any manner that will endanger the structure, nor shall Contractor subject any part of the Work
or adjacent property to stresses or pressures that will endanger it.
5.12 Record Documents
A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor
and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change
Orders, Field Orders, and written interpretations and clarifications in good order and annotated
to show changes made during construction. These record documents together with all approved
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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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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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7. any correction of defective Work by City.
D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to
other work or property resulting therefrom which shall appear within a period of two (2) years
from the date of Final Acceptance of the Work unless a longer period is specified and shall
furnish a good and sufficient maintenance bond, complying with the requirements of Article
4.02.B. The City will give notice of observed defects with reasonable promptness.
5.18 Indemnification
A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the
City, its officers, servants and employees, from and against any and all claims arising out of, or
alleged to arise out of, the work and services to be performed by the Contractor, its officers,
agents, employees, subcontractors, licenses or invitees under this Contract. THIS
INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE
AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME
OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY
ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is
intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by
the City in defending against such claims and causes of actions.
B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its
officers, servants and employees, from and against any and all loss, damage or destruction of
property of the City, arising out of, or alleged to arise out of, the work and services to be
performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees
under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY
INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR
PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE
CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF
THE CITY.
5.19 Delegation of Professional Design Services
A. Contractor will not be required to provide professional design services unless such services are
specifically required by the Contract Documents for a portion of the Work or unless such
services are required to carry out Contractor’s responsibilities for construction means, methods,
techniques, sequences and procedures.
B. If professional design services or certifications by a design professional related to systems,
materials or equipment are specifically required of Contractor by the Contract Documents, City
will specify all performance and design criteria that such services must satisfy. Contractor shall
cause such services or certifications to be provided by a properly licensed professional, whose
signature and seal shall appear on all drawings, calculations, specifications, certifications, and
Submittals prepared by such professional. Submittals related to the Work designed or certified
by such professional, if prepared by others, shall bear such professional’s written approval when
submitted to City.
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C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services,
certifications or approvals performed by such design professionals, provided City has specified
to Contractor performance and design criteria that such services must satisfy.
D. Pursuant to this Paragraph 5.19, City’s review and acceptance of design calculations and design
drawings will be only for the limited purpose of checking for conformance with performance
and design criteria given and the design concept expressed in the Contract Documents. City’s
review and acceptance of Submittals (except design calculations and design drawings) will be
only for the purpose stated in Paragraph 5.16.C.
5.20 Right to Audit:
A. The City reserves the right to audit all projects utilizing City funds
B. The Contractor agrees that the City shall, until the expiration of three (3) years after final
payment under this Contract, have access to and the right to examine and photocopy any directly
pertinent books, documents, papers, and records of the Contractor involving transactions relating
to this Contract. Contractor agrees that the City shall have access during Regular Working Hours
to all necessary Contractor facilities and shall be provided adequate and appropriate work space
in order to conduct audits in compliance with the provisions of this Paragraph. The City shall
give Contractor reasonable advance notice of intended audits.
C. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that
the subcontractor agrees that the City shall, until the expiration of three (3) years after final
payment under this Contract, have access to and the right to examine and photocopy any directly
pertinent books, documents, papers, and records of such Subcontractor, involving transactions to
the subcontract, and further, that City shall have access during Regular Working Hours to all
Subcontractor facilities, and shall be provided adequate and appropriate work space in order to
conduct audits in compliance with the provisions of this Paragraph. The City shall give
Subcontractor reasonable advance notice of intended audits.
D. Contractor and Subcontractor agree to photocopy such documents as may be requested by the
City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate
published in the Texas Administrative Code in effect as of the time copying is performed.
5.21 Nondiscrimination
A. The City is responsible for operating Public Transportation Programs and implementing transit-
related projects, which are funded in part with Federal financial assistance awarded by the U.S.
Department of Transportation and the Federal Transit Administration (FTA), without
discriminating against any person in the United States on the basis of race, color, or national
origin.
B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of
the Act and the Regulations as further defined in the Supplementary Conditions for any project
receiving Federal assistance.
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ARTICLE 6 – OTHER WORK AT THE SITE
6.01 Related Work at Site
A. City may perform other work related to the Project at the Site with City’s employees, or other
City contractors, or through other direct contracts therefor, or have other work performed by
utility owners. If such other work is not noted in the Contract Documents, then written notice
thereof will be given to Contractor prior to starting any such other work; and
B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility
owner, and City, if City is performing other work with City’s employees or other City
contractors, proper and safe access to the Site, provide a reasonable opportunity for the
introduction and storage of materials and equipment and the execution of such other work, and
properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of
the Work that may be required to properly connect or otherwise make its several parts come
together and properly integrate with such other work. Contractor shall not endanger any work of
others by cutting, excavating, or otherwise altering such work; provided, however, that
Contractor may cut or alter others' work with the written consent of City and the others whose
work will be affected.
C. If the proper execution or results of any part of Contractor’s Work depends upon work
performed by others under this Article 7, Contractor shall inspect such other work and promptly
report to City in writing any delays, defects, or deficiencies in such other work that render it
unavailable or unsuitable for the proper execution and results of Contractor’s Work. Contractor’s
failure to so report will constitute an acceptance of such other work as fit and proper for
integration with Contractor’s Work except for latent defects in the work provided by others.
ARTICLE 7 – CITY’S RESPONSIBILITIES
7.01 Inspections, Tests, and Approvals
City’s responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph
11.03.
7.02 Limitations on City’s Responsibilities
A. The City shall not supervise, direct, or have control or authority over, nor be responsible for,
Contractor’s means, methods, techniques, sequences, or procedures of construction, or the safety
precautions and programs incident thereto, or for any failure of Contractor to comply with Laws
and Regulations applicable to the performance of the Work. City will not be responsible for
Contractor’s failure to perform the Work in accordance with the Contract Documents.
B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 5.13.
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7.03 Compliance with Safety Program
While at the Site, City’s employees and representatives shall comply with the specific applicable
requirements of Contractor’s safety programs of which City has been informed pursuant to
Paragraph 5.13.
ARTICLE 8 – CITY’S OBSERVATION STATUS DURING CONSTRUCTION
8.01 City’s Project Representative
City will provide one or more Project Representative(s) during the construction period. The duties
and responsibilities and the limitations of authority of City’s representative during construction are
set forth in the Contract Documents.
A. City’s Project Representative will make visits to the Site at intervals appropriate to the various
stages of construction as City deems necessary in order to observe the progress that has been
made and the quality of the various aspects of Contractor’s executed Work. Based on
information obtained during such visits and observations, City’s Project Representative will
determine, in general, if the Work is proceeding in accordance with the Contract Documents.
City’s Project Representative will not be required to make exhaustive or continuous inspections
on the Site to check the quality or quantity of the Work. City’s Project Representative’s efforts
will be directed toward providing City a greater degree of confidence that the completed Work
will conform generally to the Contract Documents.
B. City’s Project Representative’s visits and observations are subject to all the limitations on
authority and responsibility in the Contract Documents.
8.02 Authorized Variations in Work
City’s Project Representative may authorize minor variations in the Work from the requirements of
the Contract Documents which do not involve an adjustment in the Contract Price or the Contract
Time and are compatible with the design concept of the completed Project as a functioning whole as
indicated by the Contract Documents. These may be accomplished by a Field Order and will be
binding on City Developer, and also on Contractor, who shall perform the Work involved promptly.
8.03 Rejecting Defective Work
City will have authority to reject Work which City’s Project Representative believes to be defective,
or will not produce a completed Project that conforms to the Contract Documents or that will
prejudice the integrity of the design concept of the completed Project as a functioning whole as
indicated by the Contract Documents. City will have authority to conduct special inspection or
testing of the Work as provided in Article 11, whether or not the Work is fabricated, installed, or
completed.
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8.04 Determinations for Work Performed
Contractor will determine the actual quantities and classifications of Work performed. City’s Project
Representative will review with Contractor the preliminary determinations on such matters before
rendering a written recommendation. City’s written decision will be final (except as modified to
reflect changed factual conditions or more accurate data).
ARTICLE 9 – CHANGES IN THE WORK
9.01 Authorized Changes in the Work
A. Without invalidating the Contract and without notice to any surety, City may, at any time or
from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall
promptly proceed with the Work involved which will be performed under the applicable
conditions of the Contract Documents (except as otherwise specifically provided). Extra Work
shall be memorialized by a Participating Change Order which may or may not precede an order
of Extra work.
B. For minor changes of Work not requiring changes to Contract Time or Contract Price on a
project with City participation, a Field Order may be issued by the City.
9.02 Notification to Surety
If the provisions of any bond require notice to be given to a surety of any change affecting the
general scope of the Work or the provisions of the Contract Documents (including, but not limited
to, Contract Price or Contract Time), the giving of any such notice will be Contractor’s
responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the
effect of any such change.
ARTICLE 10 – CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME
10.01 Change of Contract Price
A. The Contract Price may only be changed by a Participating Change Order for projects with City
participation.
10.02 Change of Contract Time
A. The Contract Time may only be changed by a Participating Change Order for projects with City
participation.
10.03 Delays
A. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or
damages (including but not limited to all fees and charges of engineers, architects, attorneys, and
other professionals and all court or arbitration or other dispute resolution costs) sustained by
Contractor on or in connection with any other project or anticipated project.
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STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
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ARTICLE 11 – TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF
DEFECTIVE WORK
11.01 Notice of Defects
Notice of all defective Work of which City has actual knowledge will be given to Contractor.
Defective Work may be rejected, corrected, or accepted as provided in this Article 13.
11.02 Access to Work
City, independent testing laboratories, and governmental agencies with jurisdictional interests will
have access to the Site and the Work at reasonable times for their observation, inspection, and
testing. Contractor shall provide them proper and safe conditions for such access and advise them of
Contractor’s safety procedures and programs so that they may comply therewith as applicable.
11.03 Tests and Inspections
A. Contractor shall give City timely notice of readiness of the Work for all required inspections,
tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required
inspections or tests.
B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any
of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full
responsibility for arranging and obtaining such independent inspections, tests, retests or
approvals, pay all costs in connection therewith, and furnish City the required certificates of
inspection or approval; excepting, however, those fees specifically identified in the
Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR)
inspections, which shall be paid as described in the Supplementary Conditions.
C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection
with any inspections, tests, re-tests, or approvals required for City’s acceptance of materials or
equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment
submitted for approval prior to Contractor’s purchase thereof for incorporation in the Work.
Such inspections, tests, re-tests, or approvals shall be performed by organizations approved by
City.
D. City may arrange for the services of an independent testing laboratory (“Testing Lab”) to
perform any inspections or tests (“Testing”) for any part of the Work, as determined solely by
City.
1. City will coordinate such Testing to the extent possible, with Contractor;
2. Should any Testing under this Section 11.03 D result in a “fail”, “did not pass” or other
similar negative result, the Contractor shall be responsible for paying for any and all retests.
Contractor’s cancellation without cause of City initiated Testing shall be deemed a negative
result and require a retest.
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3. Any amounts owed for any retest under this Section 11.03 D shall be paid directly to the
Testing Lab by Contractor. City will forward all invoices for retests to
Developer/Contractor.
4. If Contractor fails to pay the Testing Lab, City will not issue a letter of Final Acceptance
until the Testing Lab is Paid
E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by
Contractor without written concurrence of City, Contractor shall, if requested by City, uncover
such Work for observation.
11.04 Uncovering Work
A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it
must, if requested by City, be uncovered for City’s observation and replaced at Contractor’s
expense.
11.05 City May Stop the Work
If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials
or equipment, or fails to perform the Work in such a way that the completed Work will conform to
the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until
the cause for such order has been eliminated; however, this right of City to stop the Work shall not
give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any
Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent
of any of them.
11.06 Correction or Removal of Defective Work
A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to
an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has
been rejected by City, remove it from the Project and replace it with Work that is not defective.
Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or arbitration or other dispute resolution costs) arising out of or relating to such correction
or removal (including but not limited to all costs of repair or replacement of work of others).
Failure to require the removal of any defective Work shall not constitute acceptance of such
Work.
B. When correcting defective Work under the terms of this Paragraph 11.06 or Paragraph 11.07,
Contractor shall take no action that would void or otherwise impair City’s special warranty and
guarantee, if any, on said Work.
11.07 Correction Period
A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may
be prescribed by the terms of any applicable special guarantee required by the Contract
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Documents), any Work is found to be defective, or if the repair of any damages to the land or
areas made available for Contractor’s use by City or permitted by Laws and Regulations as
contemplated in Paragraph 5.10.A is found to be defective, Contractor shall promptly, without
cost to City and in accordance with City’s written instructions:
1. repair such defective land or areas; or
2. correct such defective Work; or
3. if the defective Work has been rejected by City, remove it from the Project and replace it
with Work that is not defective, and
4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work
of others or other land or areas resulting therefrom.
B. If Contractor does not promptly comply with the terms of City’s written instructions, or in an
emergency where delay would cause serious risk of loss or damage, City may have the defective
Work corrected or repaired or may have the rejected Work removed and replaced. All claims,
costs, losses, and damages (including but not limited to all fees and charges of engineers,
architects, attorneys, and other professionals and all court or other dispute resolution costs)
arising out of or relating to such correction or repair or such removal and replacement (including
but not limited to all costs of repair or replacement of work of others) will be paid by Contractor.
C. Where defective Work (and damage to other Work resulting therefrom) has been corrected or
removed and replaced under this Paragraph 11.07, the correction period hereunder with respect
to such Work may be required to be extended for an additional period of one year after the end
of the initial correction period. City shall provide 30 days written notice to Contractor and
Developer should such additional warranty coverage be required. Contractor’s obligations under
this Paragraph 11.07 are in addition to any other obligation or warranty. The provisions of this
Paragraph 11.07 shall not be construed as a substitute for, or a waiver of, the provisions of any
applicable statute of limitation or repose.
11.08 City May Correct Defective Work
A. If Contractor fails within a reasonable time after written notice from City to correct defective
Work, or to remove and replace rejected Work as required by City in accordance with Paragraph
11.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents,
or if Contractor fails to comply with any other provision of the Contract Documents, City may,
after seven (7) days written notice to Contractor and the Developer, correct, or remedy any such
deficiency.
B. In exercising the rights and remedies under this Paragraph 11.09, City shall proceed
expeditiously. In connection with such corrective or remedial action, City may exclude
Contractor from all or part of the Site, take possession of all or part of the Work and suspend
Contractor’s services related thereto, and incorporate in the Work all materials and equipment
incorporated in the Work, stored at the Site or for which City has paid Contractor but which are
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stored elsewhere. Contractor shall allow City, City’s representatives, agents, consultants,
employees, and City’s other contractors, access to the Site to enable City to exercise the rights
and remedies under this Paragraph.
C. All claims, costs, losses, and damages (including but not limited to all fees and charges of
engineers, architects, attorneys, and other professionals and all court or other dispute resolution
costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph
13.09 will be charged against Contractor, and a Change Order will be issued incorporating the
necessary revisions in the Contract Documents with respect to the Work; and City shall be
entitled to an appropriate decrease in the Contract Price.
D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the
performance of the Work attributable to the exercise of City’s rights and remedies under this
Paragraph 11.09.
ARTICLE 12 – COMPLETION
12.01 Contractor’s Warranty of Title
Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any
Application for Payment will pass to City no later than the time of Final Acceptance and shall be
free and clear of all Liens.
12.02 Partial Utilization
A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed
part of the Work which has specifically been identified in the Contract Documents, or which
City, determines constitutes a separately functioning and usable part of the Work that can be
used by City for its intended purpose without significant interference with Contractor’s
performance of the remainder of the Work. City at any time may notify Contractor in writing to
permit City to use or occupy any such part of the Work which City determines to be ready for its
intended use, subject to the following conditions:
1. Contractor at any time may notify City in writing that Contractor considers any such part of
the Work ready for its intended use.
2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and
Contractor shall make an inspection of that part of the Work to determine its status of
completion. If City does not consider that part of the Work to be substantially complete, City
will notify Contractor in writing giving the reasons therefor.
3. Partial Utilization will not constitute Final Acceptance by City.
12.03 Final Inspection
A. Upon written notice from Contractor that the entire Work is complete in accordance with the
Contract Documents:
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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
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available within a reasonable period of time, Contractor may request an extension in Contract
Time, directly attributable to any such suspension.
C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall
store all materials in such a manner that they will not obstruct or impede the public unnecessarily
nor become damaged in any way, and he shall take every precaution to prevent damage or
deterioration of the work performed; he shall provide suitable drainage about the work, and erect
temporary structures where necessary.
ARTICLE 14 – MISCELLANEOUS
14.01 Giving Notice
A. Whenever any provision of the Contract Documents requires the giving of written notice, it will
be deemed to have been validly given if:
1. delivered in person to the individual or to a member of the firm or to an officer of the
corporation for whom it is intended; or
2. delivered at or sent by registered or certified mail, postage prepaid, to the last business
address known to the giver of the notice.
B. Business address changes must be promptly made in writing to the other party.
C. Whenever the Contract Documents specifies giving notice by electronic means such electronic
notice shall be deemed sufficient upon confirmation of receipt by the receiving party.
14.02 Computation of Times
When any period of time is referred to in the Contract Documents by days, it will be computed to
exclude the first and include the last day of such period. If the last day of any such period falls on a
Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last
day of the period.
14.03 Cumulative Remedies
The duties and obligations imposed by these General Conditions and the rights and remedies
available hereunder to the parties hereto are in addition to, and are not to be construed in any way as
a limitation of, any rights and remedies available to any or all of them which are otherwise imposed
or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the
Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically
in the Contract Documents in connection with each particular duty, obligation, right, and remedy to
which they apply.
00 73 10- 35
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 35 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
14.04 Survival of Obligations
All representations, indemnifications, warranties, and guarantees made in, required by, or given in
accordance with the Contract Documents, as well as all continuing obligations indicated in the
Contract Documents, will survive final payment, completion, and acceptance of the Work or
termination or completion of the Contract or termination of the services of Contractor.
14.05 Headings
Article and paragraph headings are inserted for convenience only and do not constitute parts of these
General Conditions.
01 11 00 - 1
DAP SUMMARY OF WORK
Page 1 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects [Insert Project Number]
Revised December 20, 2012
SECTION 01 11 00
SUMMARY OF WORK
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Summary of Work to be performed in accordance with the Contract Documents
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract
2. Division 1 - General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Work Covered by Contract Documents
1. Work is to include furnishing all labor, materials, and equipment, and performing
all Work necessary for this construction project as detailed in the Drawings and
Specifications.
B. Subsidiary Work
1. Any and all Work specifically governed by documentary requirements for the
project, such as conditions imposed by the Drawings or Contract Documents in
which no specific item for bid has been provided for in the Proposal and the item is
not a typical unit bid item included on the standard bid item list, then the item shall
be considered as a subsidiary item of Work, the cost of which shall be included in
the price bid in the Proposal for various bid items.
C. Use of Premises
1. Coordinate uses of premises under direction of the City.
2. Assume full responsibility for protection and safekeeping of materials and
equipment stored on the Site.
3. Use and occupy only portions of the public streets and alleys, or other public places
or other rights-of-way as provided for in the ordinances of the City, as shown in the
Contract Documents, or as may be specifically authorized in writing by the City.
a. A reasonable amount of tools, materials, and equipment for construction
purposes may be stored in such space, but no more than is necessary to avoid
delay in the construction operations.
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects [Insert Project Number]
Revised December 20, 2012
b. Excavated and waste materials shall be stored in such a way as not to interfere
with the use of spaces that may be designated to be left free and unobstructed
and so as not to inconvenience occupants of adjacent property.
c. If the street is occupied by railroad tracks, the Work shall be carried on in such
manner as not to interfere with the operation of the railroad.
1) All Work shall be in accordance with railroad requirements set forth in
Division 0 as well as the railroad permit.
D. Work within Easements
1. Do not enter upon private property for any purpose without having previously
obtained permission from the owner of such property.
2. Do not store equipment or material on private property unless and until the
specified approval of the property owner has been secured in writing by the
Contractor and a copy furnished to the City.
3. Unless specifically provided otherwise, clear all rights-of-way or easements of
obstructions which must be removed to make possible proper prosecution of the
Work as a part of the project construction operations.
4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants,
lawns, fences, culverts, curbing, and all other types of structures or improvements,
to all water, sewer, and gas lines, to all conduits, overhead pole lines, or
appurtenances thereof, including the construction of temporary fences and to all
other public or private property adjacent to the Work.
5. Notify the proper representatives of the owners or occupants of the public or private
lands of interest in lands which might be affected by the Work.
a. Such notice shall be made at least 48 hours in advance of the beginning of the
Work.
b. Notices shall be applicable to both public and private utility companies and any
corporation, company, individual, or other, either as owners or occupants,
whose land or interest in land might be affected by the Work.
c. Be responsible for all damage or injury to property of any character resulting
from any act, omission, neglect, or misconduct in the manner or method or
execution of the Work, or at any time due to defective work, material, or
equipment.
6. Fence
a. Restore all fences encountered and removed during construction of the Project
to the original or a better than original condition.
b. Erect temporary fencing in place of the fencing removed whenever the Work is
not in progress and when the site is vacated overnight, and/or at all times to
provide site security.
c. The cost for all fence work within easements, including removal, temporary
closures and replacement, shall be subsidiary to the various items bid in the
project proposal, unless a bid item is specifically provided in the proposal.
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DAP SUMMARY OF WORK
Page 3 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects [Insert Project Number]
Revised December 20, 2012
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
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DAP SUBSTITUTION PROCEDURES
Page 1 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
SECTION 01 25 00
SUBSTITUTION PROCEDURES
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. The procedure for requesting the approval of substitution of a product that is not
equivalent to a product which is specified by descriptive or performance criteria or
defined by reference to 1 or more of the following:
a. Name of manufacturer
b. Name of vendor
c. Trade name
d. Catalog number
2. Substitutions are not "or-equals".
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid. No
separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Request for Substitution - General
1. Within 30 days after award of Contract (unless noted otherwise), the City will
consider formal requests from Contractor for substitution of products in place of
those specified.
2. Certain types of equipment and kinds of material are described in Specifications by
means of references to names of manufacturers and vendors, trade names, or catalog
numbers.
a. When this method of specifying is used, it is not intended to exclude from
consideration other products bearing other manufacturer's or vendor's names,
trade names, or catalog numbers, provided said products are "or-equals," as
determined by City.
3. Other types of equipment and kinds of material may be acceptable substitutions
under the following conditions:
a. Or-equals are unavailable due to strike, discontinued production of products
meeting specified requirements, or other factors beyond control of Contractor;
or,
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DAP SUBSTITUTION PROCEDURES
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
b. Contractor proposes a cost and/or time reduction incentive to the City.
1.5 SUBMITTALS
A. See Request for Substitution Form (attached)
B. Procedure for Requesting Substitution
1. Substitution shall be considered only:
a. After award of Contract
b. Under the conditions stated herein
2. Submit 3 copies of each written request for substitution, including:
a. Documentation
1) Complete data substantiating compliance of proposed substitution with
Contract Documents
2) Data relating to changes in construction schedule, when a reduction is
proposed
3) Data relating to changes in cost
b. For products
1) Product identification
a) Manufacturer's name
b) Telephone number and representative contact name
c) Specification Section or Drawing reference of originally specified
product, including discrete name or tag number assigned to original
product in the Contract Documents
2) Manufacturer's literature clearly marked to show compliance of proposed
product with Contract Documents
3) Itemized comparison of original and proposed product addressing product
characteristics including, but not necessarily limited to:
a) Size
b) Composition or materials of construction
c) Weight
d) Electrical or mechanical requirements
4) Product experience
a) Location of past projects utilizing product
b) Name and telephone number of persons associated with referenced
projects knowledgeable concerning proposed product
c) Available field data and reports associated with proposed product
5) Samples
a) Provide at request of City.
b) Samples become the property of the City.
c. For construction methods:
1) Detailed description of proposed method
2) Illustration drawings
C. Approval or Rejection
1. Written approval or rejection of substitution given by the City
2. City reserves the right to require proposed product to comply with color and pattern
of specified product if necessary to secure design intent.
3. In the event the substitution is approved, if a reduction in cost or time results, it will
be documented by Change Order.
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DAP SUBSTITUTION PROCEDURES
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
4. Substitution will be rejected if:
a. Submittal is not through the Contractor with his stamp of approval
b. Request is not made in accordance with this Specification Section
c. In the Developer’s opinion, acceptance will require substantial revision of the
original design
d. In the City’s or Developer’s opinion, substitution will not perform adequately
the function consistent with the design intent
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A. In making request for substitution or in using an approved product, the Contractor
represents that the Contractor:
1. Has investigated proposed product, and has determined that it is adequate or
superior in all respects to that specified, and that it will perform function for which it
is intended
2. Will provide same guarantee for substitute item as for product specified
3. Will coordinate installation of accepted substitution into Work, to include building
modifications if necessary, making such changes as may be required for Work to be
complete in all respects
4. Waives all claims for additional costs related to substitution which subsequently
arise
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
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DAP SUBSTITUTION PROCEDURES
Page 4 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
EXHIBIT A
REQUEST FOR SUBSTITUTION FORM:
TO:
PROJECT: DATE:
We hereby submit for your consideration the following product instead of the specified item for
the above project:
SECTION PARAGRAPH SPECIFIED ITEM
Proposed Substitution:
Reason for Substitution:
Include complete information on changes to Drawings and/or Specifications which proposed
substitution will require for its proper installation.
Fill in Blanks Below:
A. Will the undersigned contractor pay for changes to the building design, including engineering
and detailing costs caused by the requested substitution?
B. What effect does substitution have on other trades?
C. Differences between proposed substitution and specified item?
D. Differences in product cost or product delivery time?
E. Manufacturer's guarantees of the proposed and specified items are:
Equal Better (explain on attachment)
The undersigned states that the function, appearance and quality are equivalent or superior to the
specified item.
Submitted By: For Use by City
Signature Recommended Recommended
as noted
Firm Not recommended Received late
Address By
Date
Date Remarks
Telephone
For Use by City:
Approved Rejected
City Date
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DAP PRECONSTRUCTION MEETING
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
SECTION 01 31 19
PRECONSTRUCTION MEETING
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Provisions for the preconstruction meeting to be held prior to the start of Work to
clarify construction contract administration procedures
B. Deviations from this City of Fort Worth Standard Specification
1. No construction schedule required unless requested by the City.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Coordination
1. Attend preconstruction meeting.
2. Representatives of Contractor, subcontractors and suppliers attending meetings
shall be qualified and authorized to act on behalf of the entity each represents.
3. Meeting administered by City may be tape recorded.
a. If recorded, tapes will be used to prepare minutes and retained by City for
future reference.
B. Preconstruction Meeting
1. A preconstruction meeting will be held within 14 days after the delivery of the
distribution package to the City.
a. The meeting will be scheduled and administered by the City.
2. The Project Representative will preside at the meeting, prepare the notes of the
meeting and distribute copies of same to all participants who so request by fully
completing the attendance form to be circulated at the beginning of the meeting.
3. Attendance shall include:
a. Developer and Consultant
b. Contractor's project manager
c. Contractor's superintendent
d. Any subcontractor or supplier representatives whom the Contractor may desire
to invite or the City may request
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DAP PRECONSTRUCTION MEETING
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
e. Other City representatives
f. Others as appropriate
4. Preliminary Agenda may include:
a. Introduction of Project Personnel
b. General Description of Project
c. Status of right-of-way, utility clearances, easements or other pertinent permits
d. Contractor’s work plan and schedule
e. Contract Time
f. Notice to Proceed
g. Construction Staking
h. Progress Payments
i. Extra Work and Change Order Procedures
j. Field Orders
k. Disposal Site Letter for Waste Material
l. Insurance Renewals
m. Payroll Certification
n. Material Certifications and Quality Control Testing
o. Public Safety and Convenience
p. Documentation of Pre-Construction Conditions
q. Weekend Work Notification
r. Legal Holidays
s. Trench Safety Plans
t. Confined Space Entry Standards
u. Coordination with the City’s representative for operations of existing water
systems
v. Storm Water Pollution Prevention Plan
w. Coordination with other Contractors
x. Early Warning System
y. Contractor Evaluation
z. Special Conditions applicable to the project
aa. Damages Claims
bb. Submittal Procedures
cc. Substitution Procedures
dd. Correspondence Routing
ee. Record Drawings
ff. Temporary construction facilities
gg. MBE/SBE procedures
hh. Final Acceptance
ii. Final Payment
jj. Questions or Comments
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DAP PRECONSTRUCTION MEETING
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
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DAP CONSTRUCTION PROGRESS SCHEDULE
Page 1 of 5
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised July 1, 2011
SECTION 01 32 16
CONSTRUCTION PROGRESS SCHEDULE
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. General requirements for the preparation, submittal, updating, status reporting and
management of the Construction Progress Schedule
2. Specific requirements are presented in the City of Fort Worth Schedule Guidance
Document
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
A. Definitions
1. Schedule Tiers
a. Tier 1 - No schedule submittal required by contract. Small, brief duration
projects
b. Tier 2 - No schedule submittal required by contract, but will require some
milestone dates. Small, brief duration projects
c. Tier 3 - Schedule submittal required by contract as described in the
Specification and herein. Majority of City projects, including all bond program
projects
d. Tier 4 - Schedule submittal required by contract as described in the
Specification and herein. Large and/or complex projects with long durations
1) Examples: large water pump station project and associated pipeline with
interconnection to another governmental entity
e. Tier 5 - Schedule submittal required by contract as described in the
Specification and herein. Large and/or very complex projects with long
durations, high public visibility
1) Examples might include a water or wastewater treatment plant
2. Baseline Schedule - Initial schedule submitted before work begins that will serve
as the baseline for measuring progress and departures from the schedule.
3. Progress Schedule - Monthly submittal of a progress schedule documenting
progress on the project and any changes anticipated.
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised July 1, 2011
4. Schedule Narrative - Concise narrative of the schedule including schedule
changes, expected delays, key schedule issues, critical path items, etc
B. Reference Standards
1. City of Fort Worth Schedule Guidance Document
1.4 ADMINISTRATIVE REQUIREMENTS
A. Baseline Schedule
1. General
a. Prepare a cost-loaded baseline Schedule using approved software and the
Critical Path Method (CPM) as required in the City of Fort Worth Schedule
Guidance Document.
b. Review the draft cost-loaded baseline Schedule with the City to demonstrate
understanding of the work to be performed and known issues and constraints
related to the schedule.
c. Designate an authorized representative (Project Scheduler) responsible for
developing and updating the schedule and preparing reports.
B. Progress Schedule
1. Update the progress Schedule monthly as required in the City of Fort Worth
Schedule Guidance Document.
2. Prepare the Schedule Narrative to accompany the monthly progress Schedule.
3. Change Orders
a. Incorporate approved change orders, resulting in a change of contract time, in
the baseline Schedule in accordance with City of Fort Worth Schedule
Guidance Document.
C. Responsibility for Schedule Compliance
1. Whenever it becomes apparent from the current progress Schedule and CPM Status
Report that delays to the critical path have resulted and the Contract completion
date will not be met, or when so directed by the City, make some or all of the
following actions at no additional cost to the City
a. Submit a Recovery Plan to the City for approval revised baseline Schedule
outlining:
1) A written statement of the steps intended to take to remove or arrest the
delay to the critical path in the approved schedule
2) Increase construction manpower in such quantities and crafts as will
substantially eliminate the backlog of work and return current Schedule to
meet projected baseline completion dates
3) Increase the number of working hours per shift, shifts per day, working
days per week, the amount of construction equipment, or any combination
of the foregoing, sufficiently to substantially eliminate the backlog of work
4) Reschedule activities to achieve maximum practical concurrency of
accomplishment of activities, and comply with the revised schedule
2. If no written statement of the steps intended to take is submitted when so requested
by the City, the City may direct the Contractor to increase the level of effort in
manpower (trades), equipment and work schedule (overtime, weekend and holiday
work, etc.) to be employed by the Contractor in order to remove or arrest the delay
to the critical path in the approved schedule.
a. No additional cost for such work will be considered.
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised July 1, 2011
D. The Contract completion time will be adjusted only for causes specified in this
Contract.
a. Requests for an extension of any Contract completion date must be
supplemented with the following:
1) Furnish justification and supporting evidence as the City may deem
necessary to determine whether the requested extension of time is entitled
under the provisions of this Contract.
a) The City will, after receipt of such justification and supporting
evidence, make findings of fact and will advise the Contractor, in
writing thereof.
2) If the City finds that the requested extension of time is entitled, the City's
determination as to the total number of days allowed for the extensions
shall be based upon the approved total baseline schedule and on all data
relevant to the extension.
a) Such data shall be included in the next updating of the Progress
schedule.
b) Actual delays in activities which, according to the Baseline schedule,
do not affect any Contract completion date shown by the critical path in
the network will not be the basis for a change therein.
2. Submit each request for change in Contract completion date to the City within 30
days after the beginning of the delay for which a time extension is requested but
before the date of final payment under this Contract.
a. No time extension will be granted for requests which are not submitted within
the foregoing time limit.
b. From time to time, it may be necessary for the Contract schedule or completion
time to be adjusted by the City to reflect the effects of job conditions, weather,
technical difficulties, strikes, unavoidable delays on the part of the City or its
representatives, and other unforeseeable conditions which may indicate
schedule adjustments or completion time extensions.
1) Under such conditions, the City will direct the Contractor to reschedule the
work or Contract completion time to reflect the changed conditions and the
Contractor shall revise his schedule accordingly.
a) No additional compensation will be made to the Contractor for such
schedule changes except for unavoidable overall contract time
extensions beyond the actual completion of unaffected work, in which
case the Contractor shall take all possible action to minimize any time
extension and any additional cost to the City.
b) Available float time in the Baseline schedule may be used by the City
as well as by the Contractor.
3. Float or slack time is defined as the amount of time between the earliest start date
and the latest start date or between the earliest finish date and the latest finish date
of a chain of activities on the Baseline Schedule.
a. Float or slack time is not for the exclusive use or benefit of either the
Contractor or the City.
b. Proceed with work according to early start dates, and the City shall have the
right to reserve and apportion float time according to the needs of the project.
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised July 1, 2011
c. Acknowledge and agree that actual delays, affecting paths of activities
containing float time, will not have any effect upon contract completion times,
providing that the actual delay does not exceed the float time associated with
those activities.
E. Coordinating Schedule with Other Contract Schedules
1. Where work is to be performed under this Contract concurrently with or contingent
upon work performed on the same facilities or area under other contracts, the
Baseline Schedule shall be coordinated with the schedules of the other contracts.
a. Obtain the schedules of the other appropriate contracts from the City for the
preparation and updating of Baseline schedule and make the required changes
in his schedule when indicated by changes in corresponding schedules.
2. In case of interference between the operations of different contractors, the City will
determine the work priority of each contractor and the sequence of work necessary
to expedite the completion of the entire Project.
a. In such cases, the decision of the City shall be accepted as final.
b. The temporary delay of any work due to such circumstances shall not be
considered as justification for claims for additional compensation.
1.5 SUBMITTALS
A. Baseline Schedule
1. Submit Schedule in native file format and pdf format as required in the City of Fort
Worth Schedule Guidance Document.
a. Native file format includes:
1) Primavera (P6 or Primavera Contractor)
2. Submit draft baseline Schedule to City prior to the pre-construction meeting and
bring in hard copy to the meeting for review and discussion.
B. Progress Schedule
1. Submit progress Schedule in native file format and pdf format as required in the
City of Fort Worth Schedule Guidance Document.
2. Submit progress Schedule monthly no later than the last day of the month.
C. Schedule Narrative
1. Submit the schedule narrative in pdf format as required in the City of Fort Worth
Schedule Guidance Document.
2. Submit schedule narrative monthly no later than the last day of the month.
D. Submittal Process
1. The City administers and manages schedules through Buzzsaw.
2. Contractor shall submit documents as required in the City of Fort Worth Schedule
Guidance Document.
3. Once the project has been completed and Final Acceptance has been issued by the
City, no further progress schedules are required.
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised July 1, 2011
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. The person preparing and revising the construction Progress Schedule shall be
experienced in the preparation of schedules of similar complexity.
B. Schedule and supporting documents addressed in this Specification shall be prepared,
updated and revised to accurately reflect the performance of the construction.
C. Contractor is responsible for the quality of all submittals in this section meeting the
standard of care for the construction industry for similar projects.
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
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DAP PRECONSTRUCTION VIDEO
Page 1 of 2
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
SECTION 01 32 33
PRECONSTRUCTION VIDEO
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Administrative and procedural requirements for:
a. Preconstruction Videos
B. Deviations from this City of Fort Worth Standard Specification
1. Though not mandatory, it is highly recommended on infill developer projects.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Preconstruction Video
1. Produce a preconstruction video of the site/alignment, including all areas in the
vicinity of and to be affected by construction.
a. Provide digital copy of video upon request by the City.
2. Retain a copy of the preconstruction video until the end of the maintenance surety
period.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
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DAP PRECONSTRUCTION VIDEO
Page 2 of 2
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
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DAP SUBMITTALS
Page 1 of 8
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
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.
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
d. Make submittals promptly in accordance with approved schedule, and in such
sequence as to cause no delay in the Work or in the work of any other
contractor.
B. Submittal Numbering
1. When submitting shop drawings or samples, utilize a 9-character submittal cross-
reference identification numbering system in the following manner:
a. Use the first 6 digits of the applicable Specification Section Number.
b. For the next 2 digits number use numbers 01-99 to sequentially number each
initial separate item or drawing submitted under each specific Section number.
c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e.
A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical
submittal number would be as follows:
03 30 00-08-B
1) 03 30 00 is the Specification Section for Concrete
2) 08 is the eighth initial submittal under this Specification Section
3) B is the third submission (second resubmission) of that particular shop
drawing
C. Contractor Certification
1. Review shop drawings, product data and samples, including those by
subcontractors, prior to submission to determine and verify the following:
a. Field measurements
b. Field construction criteria
c. Catalog numbers and similar data
d. Conformance with the Contract Documents
2. Provide each shop drawing, sample and product data submitted by the Contractor
with a Certification Statement affixed including:
a. The Contractor's Company name
b. Signature of submittal reviewer
c. Certification Statement
1) “By this submittal, I hereby represent that I have determined and verified
field measurements, field construction criteria, materials, dimensions,
catalog numbers and similar data and I have checked and coordinated each
item with other applicable approved shop drawings."
D. Submittal Format
1. Fold shop drawings larger than 8 ½ inches x 11 inches to 8 ½ inches x 11inches.
2. Bind shop drawings and product data sheets together.
3. Order
a. Cover Sheet
1) Description of Packet
2) Contractor Certification
b. List of items / Table of Contents
c. Product Data /Shop Drawings/Samples /Calculations
E. Submittal Content
1. The date of submission and the dates of any previous submissions
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DAP SUBMITTALS
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
2. The Project title and number
3. Contractor identification
4. The names of:
a. Contractor
b. Supplier
c. Manufacturer
5. Identification of the product, with the Specification Section number, page and
paragraph(s)
6. Field dimensions, clearly identified as such
7. Relation to adjacent or critical features of the Work or materials
8. Applicable standards, such as ASTM or Federal Specification numbers
9. Identification by highlighting of deviations from Contract Documents
10. Identification by highlighting of revisions on resubmittals
11. An 8-inch x 3-inch blank space for Contractor and City stamps
F. Shop Drawings
1. As specified in individual Work Sections includes, but is not necessarily limited to:
a. Custom-prepared data such as fabrication and erection/installation (working)
drawings
b. Scheduled information
c. Setting diagrams
d. Actual shopwork manufacturing instructions
e. Custom templates
f. Special wiring diagrams
g. Coordination drawings
h. Individual system or equipment inspection and test reports including:
1) Performance curves and certifications
i. As applicable to the Work
2. Details
a. Relation of the various parts to the main members and lines of the structure
b. Where correct fabrication of the Work depends upon field measurements
1) Provide such measurements and note on the drawings prior to submitting
for approval.
G. Product Data
1. For submittals of product data for products included on the City’s Standard Product
List, clearly identify each item selected for use on the Project.
2. For submittals of product data for products not included on the City’s Standard
Product List, submittal data may include, but is not necessarily limited to:
a. Standard prepared data for manufactured products (sometimes referred to as
catalog data)
1) Such as the manufacturer's product specification and installation
instructions
2) Availability of colors and patterns
3) Manufacturer's printed statements of compliances and applicability
4) Roughing-in diagrams and templates
5) Catalog cuts
6) Product photographs
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
7) Standard wiring diagrams
8) Printed performance curves and operational-range diagrams
9) Production or quality control inspection and test reports and certifications
10) Mill reports
11) Product operating and maintenance instructions and recommended
spare-parts listing and printed product warranties
12) As applicable to the Work
H. Samples
1. As specified in individual Sections, include, but are not necessarily limited to:
a. Physical examples of the Work such as:
1) Sections of manufactured or fabricated Work
2) Small cuts or containers of materials
3) Complete units of repetitively used products color/texture/pattern swatches
and range sets
4) Specimens for coordination of visual effect
5) Graphic symbols and units of Work to be used by the City for independent
inspection and testing, as applicable to the Work
I. Do not start Work requiring a shop drawing, sample or product data nor any material to
be fabricated or installed prior to the approval or qualified approval of such item.
1. Fabrication performed, materials purchased or on-site construction accomplished
which does not conform to approved shop drawings and data is at the Contractor's
risk.
2. The City will not be liable for any expense or delay due to corrections or remedies
required to accomplish conformity.
3. Complete project Work, materials, fabrication, and installations in conformance
with approved shop drawings, applicable samples, and product data.
J. Submittal Distribution
1. Electronic Distribution
a. Confirm development of Project directory for electronic submittals to be
uploaded to City’s Buzzsaw site, or another external FTP site approved by the
City.
b. Shop Drawings
1) Upload submittal to designated project directory and notify appropriate
City representatives via email of submittal posting.
2) Hard Copies
a) 3 copies for all submittals
b) If Contractor requires more than 1 hard copy of Shop Drawings
returned, Contractor shall submit more than the number of copies listed
above.
c. Product Data
1) Upload submittal to designated project directory and notify appropriate
City representatives via email of submittal posting.
2) Hard Copies
a) 3 copies for all submittals
d. Samples
1) Distributed to the Project Representative
2. Hard Copy Distribution (if required in lieu of electronic distribution)
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
a. Shop Drawings
1) Distributed to the City
2) Copies
a) 8 copies for mechanical submittals
b) 7 copies for all other submittals
c) If Contractor requires more than 3 copies of Shop Drawings returned,
Contractor shall submit more than the number of copies listed above.
b. Product Data
1) Distributed to the City
2) Copies
a) 4 copies
c. Samples
1) Distributed to the Project Representative
2) Copies
a) Submit the number stated in the respective Specification Sections.
3. Distribute reproductions of approved shop drawings and copies of approved
product data and samples, where required, to the job site file and elsewhere as
directed by the City.
a. Provide number of copies as directed by the City but not exceeding the number
previously specified.
K. Submittal Review
1. The review of shop drawings, data and samples will be for general conformance
with the design concept and Contract Documents. This is not to be construed as:
a. Permitting any departure from the Contract requirements
b. Relieving the Contractor of responsibility for any errors, including details,
dimensions, and materials
c. Approving departures from details furnished by the City, except as otherwise
provided herein
2. The review and approval of shop drawings, samples or product data by the City
does not relieve the Contractor from his/her responsibility with regard to the
fulfillment of the terms of the Contract.
a. All risks of error and omission are assumed by the Contractor, and the City will
have no responsibility therefore.
3. The Contractor remains responsible for details and accuracy, for coordinating the
Work with all other associated work and trades, for selecting fabrication processes,
for techniques of assembly and for performing Work in a safe manner.
4. If the shop drawings, data or samples as submitted describe variations and show a
departure from the Contract requirements which City finds to be in the interest of
the City and to be so minor as not to involve a change in Contract Price or time for
performance, the City may return the reviewed drawings without noting an
exception.
5. Submittals will be returned to the Contractor under 1 of the following codes:
a. Code 1
1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or
comments on the submittal.
a) When returned under this code the Contractor may release the
equipment and/or material for manufacture.
b. Code 2
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of
the notations and comments IS NOT required by the Contractor.
a) The Contractor may release the equipment or material for manufacture;
however, all notations and comments must be incorporated into the
final product.
c. Code 3
1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is
assigned when notations and comments are extensive enough to require a
resubmittal of the package.
a) The Contractor may release the equipment or material for manufacture;
however, all notations and comments must be incorporated into the
final product.
b) This resubmittal is to address all comments, omissions and
non-conforming items that were noted.
c) Resubmittal is to be received by the City within 15 Calendar Days of
the date of the City's transmittal requiring the resubmittal.
d. Code 4
1) "NOT APPROVED" is assigned when the submittal does not meet the
intent of the Contract Documents.
a) The Contractor must resubmit the entire package revised to bring the
submittal into conformance.
b) It may be necessary to resubmit using a different manufacturer/vendor
to meet the Contract Documents.
6. Resubmittals
a. Handled in the same manner as first submittals
1) Corrections other than requested by the City
2) Marked with revision triangle or other similar method
a) At Contractor’s risk if not marked
b. Submittals for each item will be reviewed no more than twice at the City’s
expense.
1) All subsequent reviews will be performed at times convenient to the City
and at the Contractor's expense, based on the City's or City
Representative’s then prevailing rates.
2) Provide Contractor reimbursement to the City within 30 Calendar Days for
all such fees invoiced by the City.
c. The need for more than 1 resubmission or any other delay in obtaining City's
review of submittals, will not entitle the Contractor to an extension of Contract
Time.
7. Partial Submittals
a. City reserves the right to not review submittals deemed partial, at the City’s
discretion.
b. Submittals deemed by the City to be not complete will be returned to the
Contractor, and will be considered "Not Approved" until resubmitted.
c. The City may at its option provide a list or mark the submittal directing the
Contractor to the areas that are incomplete.
8. If the Contractor considers any correction indicated on the shop drawings to
constitute a change to the Contract Documents, then written notice must be
provided thereof to the Developer at least 7 Calendar Days prior to release for
manufacture.
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
9. When the shop drawings have been completed to the satisfaction of the City, the
Contractor may carry out the construction in accordance therewith and no further
changes therein except upon written instructions from the City.
10. Each submittal, appropriately coded, will be returned within 30 Calendar Days
following receipt of submittal by the City.
L. Mock ups
1. Mock Up units as specified in individual Sections, include, but are not necessarily
limited to, complete units of the standard of acceptance for that type of Work to be
used on the Project. Remove at the completion of the Work or when directed.
M. Qualifications
1. If specifically required in other Sections of these Specifications, submit a P.E.
Certification for each item required.
N. Request for Information (RFI)
1. Contractor Request for additional information
a. Clarification or interpretation of the contract documents
b. When the Contractor believes there is a conflict between Contract Documents
c. When the Contractor believes there is a conflict between the Drawings and
Specifications
1) Identify the conflict and request clarification
2. Sufficient information shall be attached to permit a written response without further
information.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
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DAP SUBMITTALS
Page 8 of 8
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days
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DAP SPECIAL PROJECT PROCEDURES
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CITY OF FORT WORTH Retreat at Fossil Creek – Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 103050
Revised August, 30, 2013
SECTION 01 35 13 1
SPECIAL PROJECT PROCEDURES 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. The procedures for special project circumstances that includes, but is not limited to: 6
a. Coordination with the Texas Department of Transportation 7
b. Work near High Voltage Lines 8
c. Confined Space Entry Program 9
d. Air Pollution Watch Days 10
e. Use of Explosives, Drop Weight, Etc. 11
f. Water Department Notification 12
g. Public Notification Prior to Beginning Construction 13
h. Coordination with United States Army Corps of Engineers 14
i. Coordination within Railroad permits areas 15
j. Dust Control 16
k. Employee Parking 17
B. Deviations from this City of Fort Worth Standard Specification 18
1. None. 19
C. Related Specification Sections include, but are not necessarily limited to: 20
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 21
2. Division 1 – General Requirements 22
3. Section 33 12 25 – Connection to Existing Water Mains 23
24
1.2 REFERENCES 25
A. Reference Standards 26
1. Reference standards cited in this Specification refer to the current reference 27
standard published at the time of the latest revision date logged at the end of this 28
Specification, unless a date is specifically cited. 29
2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 30
High Voltage Overhead Lines. 31
3. North Central Texas Council of Governments (NCTCOG) – Clean Construction 32
Specification 33
1.3 ADMINISTRATIVE REQUIREMENTS 34
A. Coordination with the Texas Department of Transportation 35
1. When work in the right-of-way which is under the jurisdiction of the Texas 36
Department of Transportation (TxDOT): 37
a. Notify the Texas Department of Transportation prior to commencing any work 38
therein in accordance with the provisions of the permit 39
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CITY OF FORT WORTH Retreat at Fossil Creek – Phase 1
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Revised August, 30, 2013
b. All work performed in the TxDOT right-of-way shall be performed in 1
compliance with and subject to approval from the Texas Department of 2
Transportation 3
B. Work near High Voltage Lines 4
1. Regulatory Requirements 5
a. All Work near High Voltage Lines (more than 600 volts measured between 6
conductors or between a conductor and the ground) shall be in accordance with 7
Health and Safety Code, Title 9, Subtitle A, Chapter 752. 8
2. Warning sign 9
a. Provide sign of sufficient size meeting all OSHA requirements. 10
3. Equipment operating within 10 feet of high voltage lines will require the following 11
safety features 12
a. Insulating cage-type of guard about the boom or arm 13
b. Insulator links on the lift hook connections for back hoes or dippers 14
c. Equipment must meet the safety requirements as set forth by OSHA and the 15
safety requirements of the owner of the high voltage lines 16
4. Work within 6 feet of high voltage electric lines 17
a. Notification shall be given to: 18
1) The power company (example: ONCOR) 19
a) Maintain an accurate log of all such calls to power company and record 20
action taken in each case. 21
b. Coordination with power company 22
1) After notification coordinate with the power company to: 23
a) Erect temporary mechanical barriers, de-energize the lines, or raise or 24
lower the lines 25
c. No personnel may work within 6 feet of a high voltage line before the above 26
requirements have been met. 27
C. Confined Space Entry Program 28
1. Provide and follow approved Confined Space Entry Program in accordance with 29
OSHA requirements. 30
2. Confined Spaces include: 31
a. Manholes 32
b. All other confined spaces in accordance with OSHA’s Permit Required for 33
Confined Spaces 34
D. Use of Explosives, Drop Weight, Etc. 35
1. When Contract Documents permit on the project the following will apply: 36
a. Public Notification 37
1) Submit notice to City and proof of adequate insurance coverage, 24 hours 38
prior to commencing. 39
2) Minimum 24 hour public notification in accordance with Section 01 31 13 40
E. Water Department Coordination 41
1. During the construction of this project, it will be necessary to deactivate, for a 42
period of time, existing lines. The Contractor shall be required to coordinate with 43
the Water Department to determine the best times for deactivating and activating 44
those lines. 45
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Revised August, 30, 2013
2. Coordinate any event that will require connecting to or the operation of an existing 1
City water line system with the City’s representative. 2
a. Coordination shall be in accordance with Section 33 12 25. 3
b. If needed, obtain a hydrant water meter from the Water Department for use 4
during the life of named project. 5
c. In the event that a water valve on an existing live system be turned off and on 6
to accommodate the construction of the project is required, coordinate this 7
activity through the appropriate City representative. 8
1) Do not operate water line valves of existing water system. 9
a) Failure to comply will render the Contractor in violation of Texas Penal 10
Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 11
will be prosecuted to the full extent of the law. 12
b) In addition, the Contractor will assume all liabilities and 13
responsibilities as a result of these actions. 14
F. Public Notification Prior to Beginning Construction 15
1. Prior to beginning construction on any block in the project, on a block by block 16
basis, prepare and deliver a notice or flyer of the pending construction to the front 17
door of each residence or business that will be impacted by construction. The notice 18
shall be prepared as follows: 19
a. Post notice or flyer 7 days prior to beginning any construction activity on each 20
block in the project area. 21
1) Prepare flyer on the Contractor’s letterhead and include the following 22
information: 23
a) Name of Project 24
b) City Project No (CPN) 25
c) Scope of Project (i.e. type of construction activity) 26
d) Actual construction duration within the block 27
e) Name of the contractor’s foreman and phone number 28
f) Name of the City’s inspector and phone number 29
g) City’s after-hours phone number 30
2) A sample of the ‘pre-construction notification’ flyer is attached as Exhibit 31
A. 32
3) Submit schedule showing the construction start and finish time for each 33
block of the project to the inspector. 34
4) Deliver flyer to the City Inspector for review prior to distribution. 35
b. No construction will be allowed to begin on any block until the flyer is 36
delivered to all residents of the block. 37
G. Public Notification of Temporary Water Service Interruption during Construction 38
1. In the event it becomes necessary to temporarily shut down water service to 39
residents or businesses during construction, prepare and deliver a notice or flyer of 40
the pending interruption to the front door of each affected resident. 41
2. Prepared notice as follows: 42
a. The notification or flyer shall be posted 24 hours prior to the temporary 43
interruption. 44
b. Prepare flyer on the contractor’s letterhead and include the following 45
information: 46
1) Name of the project 47
2) City Project Number 48
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Revised August, 30, 2013
3) Date of the interruption of service 1
4) Period the interruption will take place 2
5) Name of the contractor’s foreman and phone number 3
6) Name of the City’s inspector and phone number 4
c. A sample of the temporary water service interruption notification is attached as 5
Exhibit B. 6
d. Deliver a copy of the temporary interruption notification to the City inspector 7
for review prior to being distributed. 8
e. No interruption of water service can occur until the flyer has been delivered to 9
all affected residents and businesses. 10
f. Electronic versions of the sample flyers can be obtained from the Project 11
Construction Inspector. 12
H. Coordination with United States Army Corps of Engineers (USACE) 13
1. At locations in the Project where construction activities occur in areas where 14
USACE permits are required, meet all requirements set forth in each designated 15
permit. 16
I. Coordination within Railroad Permit Areas 17
1. At locations in the project where construction activities occur in areas where 18
railroad permits are required, meet all requirements set forth in each designated 19
railroad permit. This includes, but is not limited to, provisions for: 20
a. Flagmen 21
b. Inspectors 22
c. Safety training 23
d. Additional insurance 24
e. Insurance certificates 25
f. Other employees required to protect the right-of-way and property of the 26
Railroad Company from damage arising out of and/or from the construction of 27
the project. Proper utility clearance procedures shall be used in accordance 28
with the permit guidelines. 29
2. Obtain any supplemental information needed to comply with the railroad’s 30
requirements. 31
J. Dust Control 32
1. Use acceptable measures to control dust at the Site. 33
a. If water is used to control dust, capture and properly dispose of waste water. 34
b. If wet saw cutting is performed, capture and properly dispose of slurry. 35
K. Employee Parking 36
1. Provide parking for employees at locations approved by the City. 37
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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 Retreat at Fossil Creek – Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 103050
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 Retreat at Fossil Creek – Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 103050
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 [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised March 20, 2020
SECTION 01 45 23
TESTING AND INSPECTION SERVICES
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Testing and inspection services procedures and coordination
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
a. Contractor is responsible for performing, coordinating, and payment of all
Quality Control testing.
b. City is responsible for performing and payment for first set of Quality
Assurance testing.
1) If the first Quality Assurance test performed by the City fails, the
Contractor is responsible for payment of subsequent Quality Assurance
testing until a passing test occurs.
a) Final acceptance will not be issued by City until all required payments
for testing by Contractor have been paid in full.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Testing
1. Complete testing in accordance with the Contract Documents.
2. Coordination
a. When testing is required to be performed by the City, notify City, sufficiently
in advance, when testing is needed.
b. When testing is required to be completed by the Contractor, notify City,
sufficiently in advance, that testing will be performed.
3. Distribution of Testing Reports
a. Electronic Distribution
1) Confirm development of Project directory for electronic submittals to be
uploaded to the City’s document management system, or another form of
distribution approved by the City.
Retreat at Fossil Creek - Phase 1
103050
01 45 23
DAP TESTING AND INSPECTION SERVICES
Page 2 of 2
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised March 20, 2020
2) Upload test reports to designated project directory and notify appropriate
City representatives via email of submittal posting.
3) Hard Copies
a) 1 copy for all submittals submitted to the Project Representative
b. Hard Copy Distribution (if required in lieu of electronic distribution)
1) Tests performed by City
a) Distribute 1 hard copy to the Contractor
2) Tests performed by the Contractor
a) Distribute 3 hard copies to City’s Project Representative
4. Provide City’s Project Representative with trip tickets for each delivered load of
Concrete or Lime material including the following information:
a. Name of pit
b. Date of delivery
c. Material delivered
B. Inspection
1. Inspection or lack of inspection does not relieve the Contractor from obligation to
perform work in accordance with the Contract Documents.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
03/20/2020 D.V. Magaña Removed reference to Buzzsaw and noted that electronic submittals be uploaded
through the City’s document management system.
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01 50 00 - 1
DAP TEMPORARY FACILITIES AND CONTROLS
Page 1 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised JULY 1, 2011
SECTION 01 50 00
TEMPORARY FACILITIES AND CONTROLS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Provide temporary facilities and controls needed for the Work including, but not
necessarily limited to:
a. Temporary utilities
b. Sanitary facilities
c. Storage Sheds and Buildings
d. Dust control
e. Temporary fencing of the construction site
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Temporary Utilities
1. Obtaining Temporary Service
a. Make arrangements with utility service companies for temporary services.
b. Abide by rules and regulations of utility service companies or authorities
having jurisdiction.
c. Be responsible for utility service costs until Work is approved for Final
Acceptance.
1) Included are fuel, power, light, heat and other utility services necessary for
execution, completion, testing and initial operation of Work.
2. Water
a. Contractor to provide water required for and in connection with Work to be
performed and for specified tests of piping, equipment, devices or other use as
required for the completion of the Work.
b. Provide and maintain adequate supply of potable water for domestic
consumption by Contractor personnel and City’s Project Representatives.
c. Coordination
1) Contact City 1 week before water for construction is desired
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01 50 00 - 2
DAP TEMPORARY FACILITIES AND CONTROLS
Page 2 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised JULY 1, 2011
d. Contractor Payment for Construction Water
1) Obtain construction water meter from City for payment as billed by City’s
established rates.
3. Electricity and Lighting
a. Provide and pay for electric powered service as required for Work, including
testing of Work.
1) Provide power for lighting, operation of equipment, or other use.
b. Electric power service includes temporary power service or generator to
maintain operations during scheduled shutdown.
4. Telephone
a. Provide emergency telephone service at Site for use by Contractor personnel
and others performing work or furnishing services at Site.
5. Temporary Heat and Ventilation
a. Provide temporary heat as necessary for protection or completion of Work.
b. Provide temporary heat and ventilation to assure safe working conditions.
B. Sanitary Facilities
1. Provide and maintain sanitary facilities for persons on Site.
a. Comply with regulations of State and local departments of health.
2. Enforce use of sanitary facilities by construction personnel at job site.
a. Enclose and anchor sanitary facilities.
b. No discharge will be allowed from these facilities.
c. Collect and store sewage and waste so as not to cause nuisance or health
problem.
d. Haul sewage and waste off-site at no less than weekly intervals and properly
dispose in accordance with applicable regulation.
3. Locate facilities near Work Site and keep clean and maintained throughout Project.
4. Remove facilities at completion of Project
C. Storage Sheds and Buildings
1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor
above ground level for materials and equipment susceptible to weather damage.
2. Storage of materials not susceptible to weather damage may be on blocks off
ground.
3. Store materials in a neat and orderly manner.
a. Place materials and equipment to permit easy access for identification,
inspection and inventory.
4. Equip building with lockable doors and lighting, and provide electrical service for
equipment space heaters and heating or ventilation as necessary to provide storage
environments acceptable to specified manufacturers.
5. Fill and grade site for temporary structures to provide drainage away from
temporary and existing buildings.
6. Remove building from site prior to Final Acceptance.
D. Temporary Fencing
1. Provide and maintain for the duration or construction when required in contract
documents
E. Dust Control
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103050
01 50 00 - 3
DAP TEMPORARY FACILITIES AND CONTROLS
Page 3 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised JULY 1, 2011
1. Contractor is responsible for maintaining dust control through the duration of the
project.
a. Contractor remains on-call at all times
b. Must respond in a timely manner
F. Temporary Protection of Construction
1. Contractor or subcontractors are responsible for protecting Work from damage due
to weather.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 INSTALLATION
A. Temporary Facilities
1. Maintain all temporary facilities for duration of construction activities as needed.
3.5 [REPAIR] / [RESTORATION]
3.6 RE-INSTALLATION
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES
A. Temporary Facilities
Retreat at Fossil Creek - Phase 1
103050
01 50 00 - 4
DAP TEMPORARY FACILITIES AND CONTROLS
Page 4 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised JULY 1, 2011
1. Remove all temporary facilities and restore area after completion of the Work, to a
condition equal to or better than prior to start of Work.
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
Retreat at Fossil Creek - Phase 1
103050
01 55 26 - 1
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 1 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised July 1, 2011
SECTION 01 55 26
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Administrative procedures for:
a. Street Use Permit
b. Modification of approved traffic control
c. Removal of Street Signs
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
3. Section 34 71 13 – Traffic Control
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES
A. Reference Standards
1. Reference standards cited in this specification refer to the current reference standard
published at the time of the latest revision date logged at the end of this
specification, unless a date is specifically cited.
2. Texas Manual on Uniform Traffic Control Devices (TMUTCD).
1.4 ADMINISTRATIVE REQUIREMENTS
A. Traffic Control
1. General
a. When traffic control plans are included in the Drawings, provide Traffic
Control in accordance with Drawings and Section 34 71 13.
b. When traffic control plans are not included in the Drawings, prepare traffic
control plans in accordance with Section 34 71 13 and submit to City for
review.
1) Allow minimum 10 working days for review of proposed Traffic Control.
B. Street Use Permit
1. Prior to installation of Traffic Control, a City Street Use Permit is required.
a. To obtain Street Use Permit, submit Traffic Control Plans to City
Transportation and Public Works Department.
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01 55 26 - 2
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 2 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised July 1, 2011
1) Allow a minimum of 5 working days for permit review.
2) Contractor’s responsibility to coordinate review of Traffic Control plans for
Street Use Permit, such that construction is not delayed.
C. Modification to Approved Traffic Control
1. Prior to installation traffic control:
a. Submit revised traffic control plans to City Department Transportation and
Public Works Department.
1) Revise Traffic Control plans in accordance with Section 34 71 13.
2) Allow minimum 5 working days for review of revised Traffic Control.
3) It is the Contractor’s responsibility to coordinate review of Traffic Control
plans for Street Use Permit, such that construction is not delayed.
D. Removal of Street Sign
1. If it is determined that a street sign must be removed for construction, then contact
City Transportation and Public Works Department, Signs and Markings Division to
remove the sign.
E. Temporary Signage
1. In the case of regulatory signs, replace permanent sign with temporary sign meeting
requirements of the latest edition of the Texas Manual on Uniform Traffic Control
Devices (MUTCD).
2. Install temporary sign before the removal of permanent sign.
3. When construction is complete, to the extent that the permanent sign can be
reinstalled, contact the City Transportation and Public Works Department, Signs
and Markings Division, to reinstall the permanent sign.
F. Traffic Control Standards
1. Traffic Control Standards can be found on the City’s Buzzsaw website.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Retreat at Fossil Creek - Phase 1
103050
01 55 26 - 3
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 3 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised July 1, 2011
Revision Log
DATE NAME SUMMARY OF CHANGE
Retreat at Fossil Creek - Phase 1
103050
01 57 13 - 1
DAP STORM WATER POLLUTION PREVENTION
Page 1 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised July 1, 2011
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.
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01 57 13 - 2
DAP STORM WATER POLLUTION PREVENTION
Page 2 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised July 1, 2011
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
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01 57 13 - 3
DAP STORM WATER POLLUTION PREVENTION
Page 3 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised July 1, 2011
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
Retreat at Fossil Creek - Phase 1
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01 58 13 - 1
DAP TEMPORARY PROJECT SIGNAGE
Page 1 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
SECTION 01 58 13
TEMPORARY PROJECT SIGNAGE
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Temporary Project Signage Requirements
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS
2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED]
2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS
A. Design Criteria
1. Provide free standing Project Designation Sign in accordance with City’s Standard
Details for project signs.
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01 58 13 - 2
DAP TEMPORARY PROJECT SIGNAGE
Page 2 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
B. Materials
1. Sign
a. Constructed of ¾-inch fir plywood, grade A-C (exterior) or better
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 INSTALLATION
A. General
1. Provide vertical installation at extents of project.
2. Relocate sign as needed, upon request of the City.
B. Mounting options
a. Skids
b. Posts
c. Barricade
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE
A. General
1. Maintenance will include painting and repairs as needed or directed by the City.
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
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DAP TEMPORARY PROJECT SIGNAGE
Page 3 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M. Domenech Revised for DAP application
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01 60 00
DAP PRODUCT REQUIREMENTS
Page 1 of 2
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised March 20, 2020
SECTION 01 60 00
PRODUCT REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. References for Product Requirements and City Standard Products List
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES [NOT USED]
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A list of City approved products for use is available through the City’s website at:
https://apps.fortworthtexas.gov/ProjectResources/ and following the directory
path: 02 - Construction Documents\Standard Products List
A. Only products specifically included on City’s Standard Product List in these Contract
Documents shall be allowed for use on the Project.
1. Any subsequently approved products will only be allowed for use upon specific
approval by the City.
B. Any specific product requirements in the Contract Documents supersede similar
products included on the City’s Standard Product List.
1. The City reserves the right to not allow products to be used for certain projects even
though the product is listed on the City’s Standard Product List.
C. Although a specific product is included on City’s Standard Product List, not all
products from that manufacturer are approved for use, including but not limited to, that
manufacturer’s standard product.
D. See Section 01 33 00 for submittal requirements of Product Data included on City’s
Standard Product List.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
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01 60 00
DAP PRODUCT REQUIREMENTS
Page 2 of 2
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised March 20, 2020
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
10/12/12 D. Johnson Modified Location of City’s Standard Product List
4/7/2014 M.Domenech Revised for DAP application
03/20/2020 D.V. Magaña Removed reference to Buzzsaw and noted that the City approved products list is
accessible through the City’s website.
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DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 1 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
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.
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
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.
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DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 3 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
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
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DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 4 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
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DAP MOBILIZATION AND REMOBILIZATION
Page 1 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
SECTION 01 70 00
MOBILIZATION AND REMOBILIZATION
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Mobilization and Demobilization
a. Mobilization
1) Transportation of Contractor’s personnel, equipment, and operating supplies
to the Site
2) Establishment of necessary general facilities for the Contractor’s operation
at the Site
3) Premiums paid for performance and payment bonds
4) Transportation of Contractor’s personnel, equipment, and operating supplies
to another location within the designated Site
5) Relocation of necessary general facilities for the Contractor’s operation
from 1 location to another location on the Site.
b. Demobilization
1) Transportation of Contractor’s personnel, equipment, and operating supplies
away from the Site including disassembly
2) Site Clean-up
3) Removal of all buildings and/or other facilities assembled at the Site for this
Contract
c. Mobilization and Demobilization do not include activities for specific items of
work that are for which payment is provided elsewhere in the contract.
2. Remobilization
a. Remobilization for Suspension of Work specifically required in the Contract
Documents or as required by City includes:
1) Demobilization
a) Transportation of Contractor’s personnel, equipment, and operating
supplies from the Site including disassembly or temporarily securing
equipment, supplies, and other facilities as designated by the Contract
Documents necessary to suspend the Work.
b) Site Clean-up as designated in the Contract Documents
2) Remobilization
a) Transportation of Contractor’s personnel, equipment, and operating
supplies to the Site necessary to resume the Work.
b) Establishment of necessary general facilities for the Contractor’s
operation at the Site necessary to resume the Work.
3) No Payments will be made for:
a) Mobilization and Demobilization from one location to another on the
Site in the normal progress of performing the Work.
b) Stand-by or idle time
c) Lost profits
3. Mobilizations and Demobilization for Miscellaneous Projects
a. Mobilization and Demobilization
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
1) Mobilization shall consist of the activities and cost on a Work Order basis
necessary for:
a) Transportation of Contractor’s personnel, equipment, and operating
supplies to the Site for the issued Work Order.
b) Establishment of necessary general facilities for the Contractor’s
operation at the Site for the issued Work Order
2) Demobilization shall consist of the activities and cost necessary for:
a) Transportation of Contractor’s personnel, equipment, and operating
supplies from the Site including disassembly for each issued Work
Order
b) Site Clean-up for each issued Work Order
c) Removal of all buildings or other facilities assembled at the Site for
each Work Oder
b. Mobilization and Demobilization do not include activities for specific items of
work for which payment is provided elsewhere in the contract.
4. Emergency Mobilizations and Demobilization for Miscellaneous Projects
a. A Mobilization for Miscellaneous Projects when directed by the City and the
mobilization occurs within 24 hours of the issuance of the Work Order.
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Mobilization and Demobilization
a. Measure
1) This Item is considered subsidiary to the various Items bid.
b. Payment
1) The work performed and materials furnished in accordance with this Item
are subsidiary to the various Items bid and no other compensation will be
allowed.
2. Remobilization for suspension of Work as specifically required in the Contract
Documents
a. Measurement
1) Measurement for this Item shall be per each remobilization performed.
b. Payment
1) The work performed and materials furnished in accordance with this Item
and measured as provided under “Measurement” will be paid for at the unit
price per each “Specified Remobilization” in accordance with Contract
Documents.
c. The price shall include:
1) Demobilization as described in Section 1.1.A.2.a.1)
2) Remobilization as described in Section 1.1.A.2.a.2)
d. No payments will be made for standby, idle time, or lost profits associated this
Item.
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DAP MOBILIZATION AND REMOBILIZATION
Page 3 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
3. Remobilization for suspension of Work as required by City
a. Measurement and Payment
1) This shall be submitted as a Contract Claim in accordance with Article 10
of Section 00 72 00.
2) No payments will be made for standby, idle time, or lost profits associated
with this Item.
4. Mobilizations and Demobilizations for Miscellaneous Projects
a. Measurement
1) Measurement for this Item shall be for each Mobilization and
Demobilization required by the Contract Documents
b. Payment
1) The Work performed and materials furnished in accordance with this Item
and measured as provided under “Measurement” will be paid for at the unit
price per each “Work Order Mobilization” in accordance with Contract
Documents. Demobilization shall be considered subsidiary to mobilization
and shall not be paid for separately.
c. The price shall include:
1) Mobilization as described in Section 1.1.A.3.a.1)
2) Demobilization as described in Section 1.1.A.3.a.2)
d. No payments will be made for standby, idle time, or lost profits associated this
Item.
5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects
a. Measurement
1) Measurement for this Item shall be for each Mobilization and
Demobilization required by the Contract Documents
b. Payment
1) The Work performed and materials furnished in accordance with this Item
and measured as provided under “Measurement” will be paid for at the unit
price per each “Work Order Emergency Mobilization” in accordance with
Contract Documents. Demobilization shall be considered subsidiary to
mobilization and shall not be paid for separately.
c. The price shall include
1) Mobilization as described in Section 1.1.A.4.a)
2) Demobilization as described in Section 1.1.A.3.a.2)
d. No payments will be made for standby, idle time, or lost profits associated this
Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS [NOT USED]
1.6 INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
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DAP MOBILIZATION AND REMOBILIZATION
Page 4 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
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DAP CONSTRUCTION STAKING AND SURVEY
Page 1 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
SECTION 01 71 23
CONSTRUCTION STAKING AND SURVEY
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Requirements for construction staking and construction survey
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. Construction Staking
a. Measurement
1) This Item is considered subsidiary to the various Items bid.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item are subsidiary to the various Items bid and no other compensation will
be allowed.
2. Construction Survey
a. Measurement
1) This Item is considered subsidiary to the various Items bid.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item are subsidiary to the various Items bid and no other compensation will
be allowed.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS
A. Submittals, if required, shall be in accordance with Section 01 33 00.
B. All submittals shall be approved by the City prior to delivery.
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
A. Certificates
1. Provide certificate certifying that elevations and locations of improvements are in
conformance or non-conformance with requirements of the Contract Documents.
a. Certificate must be sealed by a registered professional land surveyor in the
State of Texas.
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DAP CONSTRUCTION STAKING AND SURVEY
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
B. Field Quality Control Submittals
1. Documentation verifying accuracy of field engineering work.
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A. Construction Staking
1. Construction staking will be performed by the City.
2. Coordination
a. Contact City’s Project Representative at least 2 weeks in advance for
scheduling of Construction Staking.
b. It is the Contractor’s responsibility to coordinate staking such that construction
activities are not delayed or negatively impacted.
3. General
a. Contractor is responsible for preserving and maintaining stakes furnished by
City.
b. If in the opinion of the City, a sufficient number of stakes or markings have
been lost, destroyed or disturbed, by Contractor’s neglect, such that the
contracted Work cannot take place, then the Contractor will be required to pay
the City for new staking with a 25 percent markup. The cost for staking will be
deducted from the payment due to the Contractor for the Project.
B. Construction Survey
1. Construction Survey will be performed by the City.
2. Coordination
a. Contractor to verify that control data established in the design survey remains
intact.
b. Coordinate with the City prior to field investigation to determine which
horizontal and vertical control data will be required for construction survey.
c. It is the Contractor’s responsibility to coordinate Construction Survey such that
construction activities are not delayed or negatively impacted.
d. Notify City if any control data needs to be restored or replaced due to damage
caused during construction operations.
1) City shall perform replacements and/or restorations.
3. General
a. Construction survey will be performed in order to maintain complete and
accurate logs of control and survey work as it progresses for Project Records.
b. The Contractor will need to ensure coordination is maintained with the City to
perform construction survey to obtain construction features, including but not
limited to the following:
1) All Utility Lines
a) Rim and flowline elevations and coordinates for each manhole or
junction structure
2) Water Lines
a) Top of pipe elevations and coordinates for waterlines at the following
locations:
(1) Every 250 linear feet
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
(2) Horizontal and vertical points of inflection, curvature, etc. (All
Fittings)
(3) Cathodic protection test stations
(4) Sampling stations
(5) Meter boxes/vaults (All sizes)
(6) Fire lines
(7) Fire hydrants
(8) Gate valves
(9) Plugs, stubouts, dead-end lines
(10) Air Release valves (Manhole rim and vent pipe)
(11) Blow off valves (Manhole rim and valve lid)
(12) Pressure plane valves
(13) Cleaning wyes
(14) Casing pipe (each end)
b) Storm Sewer
(1) Top of pipe elevations and coordinates at the following locations:
(a) Every 250 linear feet
(b) Horizontal and vertical points of inflection, curvature, etc.
c) Sanitary Sewer
(1) Top of pipe elevations and coordinates for sanitary sewer lines at
the following locations:
(a) Every 250 linear feet
(b) Horizontal and vertical points of inflection, curvature, etc.
(c) Cleanouts
c. Construction survey will be performed in order to maintain complete and
accurate logs of control and survey work associated with meeting or exceeding
the line and grade required by these Specifications.
d. The Contractor will need to ensure coordination is maintained with the City to
perform construction survey and to verify control data, including but not
limited to the following:
1) Established benchmarks and control points provided for the Contractor’s
use are accurate
2) Benchmarks were used to furnish and maintain all reference lines and
grades for tunneling
3) Lines and grades were used to establish the location of the pipe
4) Submit to the City copies of field notes used to establish all lines and
grades and allow the City to check guidance system setup prior to
beginning each tunneling drive.
5) Provide access for the City to verify the guidance system and the line and
grade of the carrier pipe on a daily basis.
6) The Contractor remains fully responsible for the accuracy of the work and
the correction of it, as required.
7) Monitor line and grade continuously during construction.
8) Record deviation with respect to design line and grade once at each pipe
joint and submit daily records to City.
9) If the installation does not meet the specified tolerances, immediately notify
the City and correct the installation in accordance with the Contract
Documents.
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
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Page 4 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
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 APPLICATION
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL
A. It is the Contractor’s responsibility to maintain all stakes and control data placed by the
City in accordance with this Specification.
B. Do not change or relocate stakes or control data without approval from the City.
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
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DAP CLEANING
Page 1 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
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.
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DAP CLEANING
Page 2 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
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.
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
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]
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Page 4 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
Retreat at Fossil Creek - Phase 1
103050
01 77 19 - 1
DAP CLOSEOUT REQUIREMENTS
Page 1 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
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.
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DAP CLOSEOUT REQUIREMENTS
Page 2 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
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
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DAP CLOSEOUT REQUIREMENTS
Page 3 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
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
Retreat at Fossil Creek - Phase 1
103050
01 78 39 - 1
DAP PROJECT RECORD DOCUMENTS
Page 1 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
SECTION 01 78 39
PROJECT RECORD DOCUMENTS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Work associated with the documenting the project and recording changes to project
documents, including:
a. Record Drawings
b. Water Meter Service Reports
c. Sanitary Sewer Service Reports
d. Large Water Meter Reports
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
A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to
City’s Project Representative.
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. Accuracy of Records
1. Thoroughly coordinate changes within the Record Documents, making adequate
and proper entries on each page of Specifications and each sheet of Drawings and
other Documents where such entry is required to show the change properly.
2. Accuracy of records shall be such that future search for items shown in the Contract
Documents may rely reasonably on information obtained from the approved Project
Record Documents.
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DAP PROJECT RECORD DOCUMENTS
Page 2 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
3. To facilitate accuracy of records, make entries within 24 hours after receipt of
information that the change has occurred.
4. Provide factual information regarding all aspects of the Work, both concealed and
visible, to enable future modification of the Work to proceed without lengthy and
expensive site measurement, investigation and examination.
1.10 STORAGE AND HANDLING
A. Storage and Handling Requirements
1. Maintain the job set of Record Documents completely protected from deterioration
and from loss and damage until completion of the Work and transfer of all recorded
data to the final Project Record Documents.
2. In the event of loss of recorded data, use means necessary to again secure the data
to the City's approval.
a. In such case, provide replacements to the standards originally required by the
Contract Documents.
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS
2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED]
2.2 RECORD DOCUMENTS
A. Job set
1. Promptly following receipt of the Notice to Proceed, secure from the City, at no
charge to the Contractor, 1 complete set of all Documents comprising the Contract.
B. Final Record Documents
1. At a time nearing the completion of the Work and prior to Final Inspection, provide
the City 1 complete set of all Final Record Drawings in the Contract.
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 MAINTENANCE DOCUMENTS
A. Maintenance of Job Set
1. Immediately upon receipt of the job set, identify each of the Documents with the
title, "RECORD DOCUMENTS - JOB SET".
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01 78 39 - 3
DAP PROJECT RECORD DOCUMENTS
Page 3 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
2. Preservation
a. Considering the Contract completion time, the probable number of occasions
upon which the job set must be taken out for new entries and for examination,
and the conditions under which these activities will be performed, devise a
suitable method for protecting the job set.
b. Do not use the job set for any purpose except entry of new data and for review
by the City, until start of transfer of data to final Project Record Documents.
c. Maintain the job set at the site of work.
3. Coordination with Construction Survey
a. At a minimum clearly mark any deviations from Contract Documents
associated with installation of the infrastructure.
4. Making entries on Drawings
a. Record any deviations from Contract Documents.
b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the
change by graphic line and note as required.
c. Date all entries.
d. Call attention to the entry by a "cloud" drawn around the area or areas affected.
e. In the event of overlapping changes, use different colors for the overlapping
changes.
5. Conversion of schematic layouts
a. In some cases on the Drawings, arrangements of conduits, circuits, piping,
ducts, and similar items, are shown schematically and are not intended to
portray precise physical layout.
1) Final physical arrangement is determined by the Contractor, subject to the
City's approval.
2) However, design of future modifications of the facility may require
accurate information as to the final physical layout of items which are
shown only schematically on the Drawings.
b. Show on the job set of Record Drawings, by dimension accurate to within 1
inch, the centerline of each run of items.
1) Final physical arrangement is determined by the Contractor, subject to the
City's approval.
2) Show, by symbol or note, the vertical location of the Item ("under slab", "in
ceiling plenum", "exposed", and the like).
3) Make all identification sufficiently descriptive that it may be related
reliably to the Specifications.
c. The City may waive the requirements for conversion of schematic layouts
where, in the City's judgment, conversion serves no useful purpose. However,
do not rely upon waivers being issued except as specifically issued in writing
by the City.
B. Final Project Record Documents
1. Transfer of data to Drawings
a. Carefully transfer change data shown on the job set of Record Drawings to the
corresponding final documents, coordinating the changes as required.
b. Clearly indicate at each affected detail and other Drawing a full description of
changes made during construction, and the actual location of items.
c. Call attention to each entry by drawing a "cloud" around the area or areas
affected.
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DAP PROJECT RECORD DOCUMENTS
Page 4 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
d. Make changes neatly, consistently and with the proper media to assure
longevity and clear reproduction.
2. Transfer of data to other Documents
a. If the Documents, other than Drawings, have been kept clean during progress of
the Work, and if entries thereon have been orderly to the approval of the City,
the job set of those Documents, other than Drawings, will be accepted as final
Record Documents.
b. If any such Document is not so approved by the City, secure a new copy of that
Document from the City at the City's usual charge for reproduction and
handling, and carefully transfer the change data to the new copy to the approval
of the City.
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
Retreat at Fossil Creek - Phase 1
103050
GEOTECHNICAL EXPLORATION
THE RETREAT AT FOSSIL CREEK PHASE 1
Off Wagley Robertson Road
Fort Worth, Texas
ALPHA Report No. W202761-A
November 17, 2020
Prepared for:
ACADEMY DEVELOPMENT
10410 Windermere Lakes Boulevard
Houston, Texas 77065
Attention: Mr. Kyle Kirkland
Prepared By:
ALPNA/�TESTING
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WHERE IT ALL BEGI�i$
aLPNA/♦�
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TESTING
WHERE IT aLL BEGINS
November 17, 2020
Geotechnical
Construction Materials
F.nvironmental
TBPE Firm No. 813
Academy Development
10410 Windermere Lakes Boulevard
Houston, Texas 77065
Attention: Mr. Kyle Kirkland
Re: Geotechnical Exploration
The Retreat at Fossil Creek Phase 1
Off Wagley Robertson Road
Fort Worth, Texas
ALPHA Report No. W202761-A
5058 Brush Creek Road Tel.• 817-496-5600
For�t Worth, Texa.r 76119 Fax.• 817-496-5608
www. alphatesting. com
Attached is the report of the geotechnical exploration performed for the project referenced above.
This study was authorized by Mr. Kyle Kirkland on October 8, 2020 and performed in accordance
with ALPHA Proposal No. 80099 dated October 7, 2020.
This report contains results of iield explorations and laboratory testing and an engineering
interpretation of these with respect to available project characteristics. The results and analyses
were used to develop recommendations to aid in design and construction of residential
foundations. Recommendations for Phases 2 and 3, and public streets, will be provided in separate
reports.
ALPHA TESTING, INC. appreciates the opportunity to be of service on this project. If we can be
of further assistance, such as providing materials testing services during construction, please
contact our office.
Sincerely,
ALPHA TESTING, INC.
�c,�~cW�A� �'t�.�y�-�
Karina Cohuo
Geotechnical Project Manager
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BRIAN J. F14YT
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November 17, 2020
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Brian J. Hoyt, P.E.
Geotechnical Department Manager
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Copies: (1-PDF) Client
TABLE OF CONTENTS
ALPHA REPORT NO. W202761-A
1.0 PURPOSE AND SCOPE .................................................................................................... 1
2.0 PROJECT CHARACTERISTICS ...................................................................................... 1
3.0 FIELD EXPLORATION .................................................................................................... 2
4.0 LABORATORY TESTS .................................................................................................... 2
5.0 GENERAL SUBSURFACE CONDITIONS ...................................................................... 2
6.0 DESIGN RECOMMENDATIONS .................................................................................... 3
6.1 Slab-on-Grade Foundations .................................................................................... 3
6.1.1 Subgrade Improvement Using Moisture Conditioning
(Zones III, IV and V) ................................................................................... 5
6.1.1 Alternative Subgrade Improvement Using Low Plasticity
Index(PI) Soil ............................................................................................. 6
6.2 Post-Tensioning Institute, Design of Post-Tensioned Slab-on-Grade .................... 6
6.3 Drainage and Other Considerations ........................................................................ 6
7.0 GENERAL CONSTRUCTION PROCEDURES AND GUIDELINES ............................. 7
7.1 Site Preparation and Grading .................................................................................. 8
7.2 Foundation Excavations .......................................................................................... 9
7.3 Fill Compaction ...................................................................................................... 9
7.4 Utilities ..................................................................................................................10
7.5 Groundwater ......................................................................................................... 10
8.0 LIMITATIONS ................................................................................................................. 11
APPENDIX
A-1 Methods of Field Exploration
Boring Location Plan — Figure 1
B-1 Methods of Laboratory Testing
Logs of Borings
Key to Soil Symbols and Classifications
ALPHA Report No. W202761-A
1.0 PURPOSE AND SCOPE
The purpose of this geotechnical exploration is for ALPHA TESTING, INC. (ALPHA) to evaluate
for Academy Development (Client) some of the physical and engineering properties of subsurface
materials at selected locations on the subject site with respect to formulation of geotechnical design
parameters for the subject construction. The field exploration was accomplished by securing
subsurface samples from widely spaced test borings performed across the project site. Engineering
analyses were performed from results of the field exploration and laboratory tests performed on
representative samples. Information from a preliminary study performed on the site (ALPHA
Report No W191762 dated August 14, 2019) was incorporated into our analysis.
Also included are general comments pertaining to reasonably anticipated construction problems
and recommendations concerning earthwork and quality control testing during construction. This
information can be used to evaluate subsurface conditions and to aid in ascertaining construction
meets project specifications.
Recommendations provided in this report were developed from information obtained in test
borings depicting subsurface conditions only at the specific boring locations and at the particular
time designated on the logs. Subsurface conditions at other locations may differ from those
observed at the boring locations, and subsurface conditions at boring locations may vary at
different times of the year. The scope of work may not fully defiue the variability of subsurface
materials and conditions that are present on the site.
The nature and extent of variations between borings may not become evident until construction.
If significant variations then appear evident, our office should be contacted to re-evaluate our
recommendations after performing on-site observations and possibly other tests.
2.0 PROJECT CHARACTERISTICS
It is proposed to develop Phase 1 of a residential subdivision (Retreat at Fossil Creek Phase I) from
a 138.635-acre tract of land generally located west of Wagley Robertson Road and about 1/4 mile
south of Creek Hollow Lane in Fort Worth, Texas. A site plan illustrating the subject site is
provided as Figure 1, the Boring Location Plan, in the Appendix.
At the time of the field exploration, the site generally consisted of a grassy tract of land with dense
tree coverage in the northern portion of the site. Review of historical images available from
Google EarthOO indicates some possible clearing/earthwork activities previously occurred in the
vicinity of Borings 131 and 132. No information regarding previous development on the site was
provided to us.
Preliminary grading plans prepared by LJA Engineering, Inc. (Project No. NTO10-0084 Sheets 48
through 55, dated October 2020) indicate the site generally slopes down to the east and southeast
about 41 ft(Appx. Elev. 773 ft to 732 ft). These grading plans also indicate cuts of up to 10 ft and
fills of up to 15 ft will be required to achieve final grade in the building pad areas.
Present plans provide for the construction of new residential buildings. The new structures are
expected to create light loads to be carried by the foundations. It is also anticipated the new
structures will be supported using post-tensioned slab-on-grade foundations designed for potential
seasonal movements of 41/z inches or less. No below grade slabs are planned.
1
ALPHA Report No. W202761-A
3.0 FIELD EXPLORATiON
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Subsurface conditions on the site were explored by drilling a total of 54 test borings to depths of
about 10 ft to 25 ft. These borings are out of 141 total borings drilled for Phase 1, 2 and 3. The
approximate location of each test boring is shown on the Baring Location Plan, Figure 1, enclosed
in the Appendix. Details of drilling and sampling operations are briefly summarized in Methods
of Field Exploration, Section A-1 of the Appendix.
Subsurface types encountered during the field exploration are presented on the Log of Boring
sheets (boring logs) included in the Appendix. The boring logs contain our Field Technician's and
Engineer's interpretation of conditions believed to exist between actual samples retrieved.
Therefore, the boring logs contain both factual and interpretive information. Lines delineating
subsurface strata on the boring logs are approximate and the actual transition between strata may
be gradual.
4.0 LABORATORY TESTS
Selected samples of the subsurface materials were tested in the laboratory to evaluate their
engineering properties as a basis in providing recommendations for residential foundation design
and earthwork construction. A brief description of testing procedures used in the laboratory can
be found in Methods of Laboratory Testing, Section B-1 of the Appendix. Individual test results
are presented either on the Log of Boring sheets in the Appendix.
5.0 GENERAL SUBSURFACE CONDITIONS
Based on geological atlas maps available from the Bureau of Economic Geology, published by the
University of Texas at Austin, the project site lies within the Fort Worth Limestone and Duck
Creek formation mapped as undivided. This undivided formation generally consists of limestone
with marl (limey shale) layers. Residual overburden soils associated with this undivided formation
generally consist of clay soils with low to high shrink/swell potential.
Subsurface conditions encountered in most of the borings generally consisted of clay, gravelly clay
and/or clayey gravel to depths of about 1 ft to 15 ft below the ground surface underlain by
limestone extending to the 10 ft to 20 ft termination depths of the borings. Limestone was
encountered at the surface in Borings 70, 71, 72, 84, 85, 98, 99 and 100 which extended to the 20
ft or 25 ft termination depths of the borings. Subsurface conditions encountered in Borings 31, 32,
43, 87, 88, 101 and 114 generally consisted of clay and/or shaly clay extending to the 20 ft
termination depth of the borings. Layers of limestone about 8 ft to 14 ft were encountered between
the clay and/or shaly clay layers in Borings 31, 87, 88, 101 and 114 at depths of about 2 ft to 4 ft
below the ground surface. Subsurface conditions encountered in Borings 89 and 113 generally
consisted of alternating layers of clay, limcstone and/or shaly clay extending to the 20 ft and 25 ft
termination depths of the borings, respectively.
The granular materials (clayey gravel) encountered in some of the borings are relatively permeable
and are anticipated to have a relatively rapid response to water movement. However, most of the
materials encountered in the borings are considered relatively impermeable and are anticipated to
have a relatively slow response to water movement. Therefore, several days of observation would
be required to evaluate actual groundwater levels within the depths explored. Also, the
groundwater level at the subject site is anticipated to fluctuate seasonally depending on the amount
of rainfall, prevailing weather conditions, and subsurface drainage characteristics.
2
ALPHA Report No. W202761-A
Free groundwater was encountered on drilling tools during drilling in Borings 98, 133, 13, 140
and 141 at depths of about 6 ft to 13 ft below the ground surface. These borings were dry upon
completion of drilling. No groundwater was encountered in the remaining borings. However, it
is common to encounter seasonal groundwater in granular material, from natural fractures within
the clayey matrix, at the soil/rock (limestone) interface or from fractures in the rock, particularly
during or after periods of precipitation. If more detailed groundwater information is required,
monitoring wells or piezometers can be installed.
Further information concerning subsurface materials and conditions encountered can be obtained
from the boring logs in the Appendix.
6.0 DESIGN RECOMMENDATIONS
The following design recommendations were developed on the basis of the previously described
Project Characteristics (Section 2.0) and General Subsurface Conditions (Section 5.0). Should the
project criteria change, our office should conduct a review to determine if modifications to the
recommendations are required. Further, it is recommended our ofiice be provided with a copy of
the final building plans and specifications for review prior to construction.
The following design recommendations were evaluated based on final grades as indicated on the
referenced grading plans. Cutting and filling on the site other than depicted on the referenced
grading plans can alter the recommended foundation design parameters. Therefore, it is
recommended our office be provided with final grading plans prior to construction to verify
appropriate design parameters are utilized for final foundation design.
6.1 Slab-on-Grade Foundations
Slab-on-grade foundations should be designed with exterior and interior grade beams adequate to
provide sufficient rigidity to the foundation system. A net allowable bearing pressure of 1.5 kips
per sq ft should be used for all grade beams bearing on undisturbed cuts in native clay, on fill
material placed as recommended in Section 7.3, on moisture improved soil placed as recommended
in Section 6.1.1 or on limestone. Grade beams should bear a minimum depth of 12 inches below
final grade and should have a minimum width of 10 inches considering the recommended bearing
capacity.
To reduce cracking as normal movements occur in foundation soils, all grade beams and slab
foundations should be adequately reinforced with steel (conventional reinforcing steel and/or post-
tensioned reinforcement). It is common to experience some minor cosmetic distress to structures
with slab-on-grade foundation systems due to normal ground movements. A properly designed
and constructed moisture barrier should be placed between the slabs and subgrade soils to retard
moisture migration through the slabs.
Conditions encountered in the test borings, the planned cut/fill within the building pads and results
of the laboratory tests reveal variations in highly expansive clay thickness and expansive properties
across the site. Such variations in clay thickness and expansive properties will directly affect
design parameters used for slab-on-grade foundations. Therefore, lots with apparently common
average clay thickness, similar expansive clay properties and similar corresponding estimated
potential movements have been grouped into Zones I through V and delineated on the Boring
Location Plan, Figure 1.
3
ALPHA Report No. W202761-A
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Subgrade improvement in the respective Zones (see Figure 1) should be performed using the
information summarized in Table A.
TABLE A
Estimated Potential Seasonal Movements and Recommended Sub rade Im rovement
ZONE ESTIMATED POTENTIAL IMPROVEMENT REQUIRED TO
MOVEMENT, INCHES REDUCE MOVEMENTS TO 4'/Z INCHES
1 Up to 2 No Improvement Required
II Up to 4'h No Improvement Required
III Up to 6 4 ft Moisture Conditioning
IV Up to 7 6 ft Moisture Conditioning
V Up to 8 8 ft Moisture Conditioning
Potential seasonal movements were estimated using results from absorption swell tests, in general
accordance with methods outlined by the Texas Department of Transportation (TxDOT) Test
Method Tex-124-E and engineering judgment and experience. Estimated movements were
calculated assuming the moisture content of the in-situ soil within the normal zone of seasonal
moisture content change varies between a"dry" condition and a"wet" condition as defined by
Tex-124-E. Also, it was assumed a 1 psi surcharge load from the floor slab acts on the subgrade
soils. Movements exceeding our estimates could occur if positive drainage of surface water is not
maintained or if soils are subject to an outside water source, such as leakage from a utility line or
subsurface moisture migration from off-site locations.
Potential seasonal movements were estimated assuming fill material used to raise the grade will
consist of onsite or similar material with a plasticity index of 50 or less. If the plasticity index of
material used to raise the grade is higher than 50, potential movements could be higher than our
estimates.
Potential movements estimated for slab foundations in Zones III, IV and V(see Figure 1 for
delineation of Zones) are considered outside normal design tolerances without subgrade
improvement as presented in Table A. Movement of slab foundations in Zone III, IV and V could
be reduced to not more than about 4'/z inches if the upper 4 ft to 8 ft of on-site soils below final
grade are improved through moisture conditioning, then covered with an impermeable plastic
barrier (polyethylene sheeting) following the recommendations provided in Section 6.1.1.
Please note, improvement of the existing soils using moisture conditioning with plastic sheeting is
intended only for the designated building pad areas plus S ft beyond the building pad limits, and
not the entire residential lot. Accordingly, planned residences must be exclusively constructed
within the building pad designated on the referenced project grading plans. The purpose of the
plastic sheeting is to maintain the moisture of the underlying soils relatively the same from the
time the plastic sheeting is placed through the time the foundation is placed. This plastic sheeting
is not intended as a moisture barrier component for the actual foundation. Any such requirements
should be addressed by the designer of the foundation, and should be followed by the builder.
Prior to building on the improved designated building pad area, a surveyor should verify the
4
ALPHA Report No. W202761-A
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lateral extent of the plastic sheeting and to confirm that no po�tion of the new residences will
extend beyond the limits of the designated building pad. If any pa�^t of the slab footprint extends
beyond the designated building pad, ALPHA should be contacted for additional design
recommendations.
6.1.1 Subgrade Improvement Usin� Moisture Conditioning (Zones III, IV and V)
Estimated potential movements for slab foundations in Zones III, IV and V could be
reduced to about 4'/z inches by moisture-conditioning the upper 4 ft to 8 ft of on-site soils
below final grade, as recommended in Table A.
Shallow limestone was encountered in several of the borings which could be encountered
during moisture conditioning in some of the lots, pa�ticularly near zone bounda�ies. In
some cases, it could be required to over-excavate limestone to complete moisture
conditioning. It is not required to over-excavate limestone if at least 3 ft of sufficiently
hard limestone remains below final grade across the entire building pad. Test pits should
be performed to evaluate the depth and nature of limestone prior to terminating moisture
conditioning due to shallow limestone. ALPHA should be retained to observe the test pits.
Moisture-conditioning consists of over-excavating (where necessary) and/or filling with
on-site soil that is compacted at a"target" moisture content at least 5 percentage points
above the material's optimum moisture content as determined by the standard Proctor
method (ASTM D 698). Some of the onsite soils with a lower plasticity index may require
compaction at a moisture content closer to optimum. Any deviation from the minimum 5
percentage points above optimum should be determined by ALPHA during construction.
The moisture-conditioned soil should be compacted to a dry density between 93 and 98
percent of standard Proctor maximum dry density. Moisture-conditioning with on-site soil
should extend throughout the entire building pad area and at least 5 ft beyond the perimeter
of the designated building pad (as indicated on the referenced project grading plans).
Plastic sheeting (6 to 8 mil thickness) should be placed above the moisture-conditioned soil
for long-term maintenance of the moisture content of the conditioned soil. This sheeting
should be placed 8 to 12 inches below final grade and should also extend at least 5 ft beyond
the perimeter of the building pad. Following completion of moisture-conditioning and
placement of the plastic sheeting, estimated movements in Zones III, IV and V should not
exceed about 4'/� inches.
The purpose of moisture-conditioning is to reduce the free swell of the moisture-
conditioned soils to 1 percent or less. Additional laboratory tests (i.e., standard Proctors,
absorption swell tests, etc.) should be conducted during construction to verify that the
"target" moisture content for moisture-conditioning (estimated at 5 percentage points
above the material's optimum moisture content as defined by ASTM D 698) is sufficient
to reduce the free swell potential of the processed soil to 1 percent or less.
Moisture conditioning should be observed and tested on a full time basis by a representative
of ALPHA to verify the moisture conditioned clays are placed with the proper lift
thickness, moisture content, and density.
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ALPHA Report No. W202761-A f
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6.1.1 Alternative Sub�rade improvement Using Low Plasticitv �ndex (Pi) Soil
Due to the presence of shallow limestone across some areas of the site, we expect some of
the fill material generated from site grading will consist of processed limestone and/or lean
clay and limestone mixtures.
As an alternative to moisture conditioning with plastic sheeting, potential seasonal
movements in Zones III, IV and V could be reduced to about 4'/z inches by placing at least
4 ft to 8 ft of low PI material below final grade. Low PI material could consist of processed
limestone and/or lean clay with a plasticity index of 20 or less.
6.2 Post-Tensioning Institute, Design of Post-Tensioned Slab-on-Grade
Tables B and C contain information for design of the post-tensioned, slab-on-grade foundations.
Design parameters were evaluated based on the conditions encountered in the borings and using
information and correlations published by PTI Third Edition and VOLFLO 1.5 computer program
provided by Geostructural Tool Kit, Inc. (GTI).
TABLE B
PTI Desi n Parameters Potential Seasonal Movement = 2 inches in Zone I
Edge Lift Center Lift
Edgc Moisture Distancc (cm), ft 3.5 6.4
Differential Soil Movement (y�,), inches 1.4 (swell) 1.1 (Shrink)
TABLE C
PTI Design Parameters Potential Seasonal Movement = 4'/z inches
in Zone II and after Im rovement as discussed in Section 6.2 in Zones III, IV and V
Edge Lift Center Lift
Edgc Moisture Distance (c,,,), ft 4.1 8.0
Differential Soil Movement (y,,,), inches 2.2 (swell) 1.6 (Shrink)
6.3 Drainage and Other Considerations
Adequate drainage should be provided to reduce seasonal variations in the moisture content of
foundation soils. All pavement and sidewalks within 5 ft of the residences should be sloped away
from the structures to prevent ponding of water around the foundations. Final grades within 5 ft
of the structures should be adjusted to slope away from the structures at a minimum slope of 2
percent. Maintaining positive surface drainage throughout the life of the structures is
essential.
In areas with pavement or sidewalks adjacent to the new residences, a positive seal must be
maintained between the structure and the pavement or sidewalk to minimize seepage of water into
the underlying supporting soils. Post-construction movement of pavement and flatwork is
common. Normal maintenance should include inspection of all joints in paving and sidewalks,
etc. as well as resealing where necessary.
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ALPHA Report No. W202761-A
Several factors relate to civil and architectural design and/or maintenance, which can significantly
affect future movements of the foundation and floor slab systems.
• Preferably, a complete system of gutters and downspouts should carry runoff water a
minimum of 5 ft from the completed structures.
• Large trees and shrubs should not be allowed closer to the foundation than a horizontal
distance equal to roughly one-half of their mature height due to their signi�cant moisture
demand upon maturing.
• Moisture conditions should be maintained "constant" around the edge of the slab. Ponding
of water in planters, in unpaved areas, and around joints in paving and sidewalks can cause
slab movements beyond those predicted in this report.
• Planter box structures placed adjacent to building should be provided with a means to
assure concentrations of water are not available to the subsoil stratigraphy.
• Architectural design of the floor slabs should avoid additional features such as wing walls
as extensions of the slab.
• The root systems from existing or recently removed trees at this site will have dried and
desiccated the surrounding clay soils, resulting in soil with near-maximum swell potential.
Clay soils surrounding tree root mats in areas to be covered with at-grade slabs (including
but not limited to foundations, driveways, porches, patios, and sidewalks) should be
removed to a depth of at least 1 ft below the tree root ball. The resulting excavation should
be backfilled with engineered fill as described in Section 7.3.
Trench backfill for utilities should be properly placed and compacted as outlined in Section 7.4
and in accordance with requirements of local City standards. Since granular bedding backfill is
used for most utility lines, the backfilled trench should not become a conduit and allow access for
surface or subsurface water to travel toward the new structures. Concrete cut-off collars or clay
plugs should be provided where utility lines cross building lines to prevent water from traveling in
the trench backfill and entering beneath the structure.
7.0 GENERAL CONSTRUCTION PROCEDURES AND GUIDELINES
Variations in subsurface conditions could be encountered during construction. To permit
correlation between test boring data and actual subsurface conditions encountered during
construction, it is recommended a registered Professional Engineering firm be retained to observe
construction procedures and materials.
Some construction problems, particularly degree or magnitude, cannot be reasonably anticipated
until the course of construction. The recommendations offered in the following paragraphs are
intended not to limit or preclude other conceivable solutions, but rather to provide our observations
based on our experience and understanding of the project characteristics and subsurface conditions
encountered in the borings.
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ALPHA Report No. W202761-A
7.l Site Preparation and Gradin�
Limestone was encountered at the surface or within 4 ft of the ground surface in most of the
borings. We expect limestone will encountered during grading and general excavation at this site.
From our experience, this limestone can be hard and difficult to excavate. Rock excavation
methods (including, but not limited to rock teeth, rippers, jack hammers, or sawcutting) may be
required to remove the limestone. Crushing equipment may be required to process this limestone
if it is desired to use this material as compacted fill on the site. The contractor selected should
have experience with excavation in hard limestone.
All areas supporting slab foundations, flatwork or areas to receive new fill should be properly
prepared.
• After completion of the necessary stripping, clearing, and excavating and prior to placing
any required fill, the exposed subgrade should be carefully evaluated by probing and
testing. Any undesirable material (organic material, wet, soft, or loose soil) still in place
should be removed.
• The exposed subgrade should be further evaluated by proof-rolling with a heavy pneumatic
tired roller, loaded dump truck or similar equipment weighing approximately 10 tons to
check for pockets of soft or loose material hidden beneath a thin crust of possibly better
soil.
• Proof-rolling procedures should be observed routinely by a Professional Engineer or his
designated representative. Any undesirable material (organic material, wet, soft, ar loose
soil) exposed from the proof roll should be removed and replaced with well-compacted
material as outlined in Section 7.3.
• Prior to placement of any fill, the exposed subgrade should then be scarified to a minimum
depth of 6 inches and recompacted as outlined in Section 7.3.
If fill is to be placed on existing slopes (natural or constructed) steeper than six horizontal to one
vertical (6:1), the fill materials should be benched into the existing slopes in such a manner as to
provide a minimum bench width of five (5) ft. This should provide a good contact between the
existing soils and new fill materials, reduce potential sliding planes, and allow relatively horizontal
lift placements.
Even if fill is properly compacted as recommended in Section 7.3, �lls in excess of about 10 ft are
still subject to settlements over time of up to about 1 to 2 percent of the total fill thickness. This
should be considered when planning or placing deep fills.
Slope stability analysis of embankments (natural or constructed) and global stability analysis for
retaining walls was not within the scope of this study.
The contractor is responsible for designing any excavation slopes, temporary sheeting or shoring.
Design of these structures should include any imposed surface surcharges. Construction site safety
is the sole responsibility of the contractor, who shall also be solely responsible for the means,
methods and sequencing of construction operations. The contractor should also be aware that
ALPHA Report No. W202761-A
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slope height, slope inclination or excavation depths (including utility trench excavations) should
in no case exceed those specified in local, state and/or federal safety regulations, such as OSHA
Health and Safety Standard for Excavations, 29 CFR Part 1926, or successor regulations.
Stockpiles should be place well away from the edge of the excavation and their heights should be
controlled so they do not surcharge the sides of the excavation. Surface drainage should be
carefully controlled to prevent flow of water over the slopes and/or into the excavations.
Construction slopes should be closely observed for signs of mass movement, including tension
cracks near the crest or bulging at the toe. If potential stability problems are observed, a
geotechnical engineer should be contacted immediately. Shoring, bracing or underpinning
required for the project (if any) should be designed by a professional engineer registered in the
State of Texas.
Due to the nature of the clay soils found near the surface at the borings, traffic of heavy equipment
(including heavy compaction equipment) may create pumping and general deterioration of shallow
soils. Therefore, some construction difficulties should be anticipated during periods when these
soils are saturated.
7.2 Foundation Excavations
All foundation excavations should be monitored to verify foundations bear on suitable material.
The bearing stratum exposed in the base of all foundation excavations should be protected against
any detrimental change in conditions. Surface runoff water should be drained away from
excavations and not allowed to collect. All concrete for foundations should be placed as soon as
practical after the excavation is made. Piers should be excavated and concrete placed the same
day.
Prolonged exposure of the bearing surface to air or water will result in changes in strength and
compressibility of the bearing stratum. Therefore, if delays occur, excavations should be slightly
deepened and cleaned, in order to provide a fresh bearing surface.
7.3 Fill Compaction
The following are recommendations pertaining to general fill compaction. Moisture conditioned
soil should conform to the recommendations provided in Section 6.2.
Processed limestone used as fill should be compacted to at least 95 percent of standard Proctor
maximum dry density. The compacted moisture content of the processed limestone is not
considered crucial to proper performance. However, if the material's moisture content during
placement is within 3 percentage points of optimum, the compactive effort required to achieve the
minimum compaction criteria may be minimized. Individual rock pieces larger than 6 inches in
dimension should not be used as fill. However, if rock fill is utilized within 3 ft below the bottom
of floor slabs, the maximum allowable size of individual rock pieces should be reduced to 3 inches.
Processed limestone used as fill should incorporate sufficient fines to prevent the presence of voids
around larger diameter rock pieces. A gradation of at least 40 percent passing a standard No. 4
sieve is recommended.
Clay with a plasticity index equal to or greater than 25 should be compacted to a dry density
between 93 and 98 percent of standard Proctor maximum dry density (ASTM D 698). The
compacted moisture content of the clays during placement should be within the range of 2 to 6
percentage points above optimum.
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ALPHA Report No. W202761-A
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Clay with a plasticity index less than 25 should be compacted to a dry density of at least 95 percent
of standard Proctor maximum dry density (ASTM D 698) and within the range of 1 percentage
point below to 3 percentage points above the material's optimum moisture content.
Clayey materials used as fill should be processed and the largest particle or clod should be less
than 6 inches prior to compaction.
Where mass fills are deeper than 10 ft, the fill/backfill below 10 ft should be compacted to at least
100 percent of standard Proctor maximum dry density (ASTM D-698) and within 2 percentage
points of the material's optimum moisture content. The portion of the fill/backfill shallower than
10 ft should be compacted as outlined herein.
Compaction should be accomplished by placing fill in about 8-inch thick loose lifts and
compacting each lift to at least the specified minimum dry density. Field density and moisture
content tests should be performed on each lift.
7.4 Utilities
Where utility lines are deeper than 10 ft, the fill/backfill below 10 ft should be compacted to at
least 100 percent of standard Proctor maximum dry density (ASTM D 698) and within —2 to +2
percentage points of the material's optimum moisture content. The portion of the fill/backfill
shallower than 10 ft should be compacted as previously outlined. Density tests should be
performed on each lift (maximum 12-inch thick) and should be performed as the trench is being
backf'illed.
Even if fill is properly compacted, fills in excess of about 1 D ft are still subject to settlements over
time of up to about 1 to 2 percent of the total fill thickness. This should be considered when
designing pavement over utility lines and/or other areas with deep fill.
If utility trenches or other excavations extend to or beyond a depth of 5 ft below construction grade,
the contractor or others shall be required to develop an excavation safety plan to protect personnel
entering the excavation or excavation vicinity. The collection of specific geotechnical data and
the development of such a plan, which could include designs for sloping and benching or various
types of temporary shoring, is beyond the scope of this study. Any such designs and safety plans
shall be developed in accordance with current OSHA guidelines and other applicable industry
standards.
7.5 Groundwater
Groundwater was encountered at depths of about 6 ft to 13 ft below the ground surface in Borings
98, 133, 13, 140 and 141. However, from our experience, shallower groundwater seepage could
be encountered from the subsurface stratigraphy in excavations for foundations, utilities and other
general excavations at this site. The risk of seepage increases with depth of excavation and during
or after periods of precipitation. Standard sump pits and pumping may be adequate to control
seepage on a local basis.
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ALPHA Report No. W202761-A
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In any areas where cuts are made, attention should be given to possible seasonal water seepage
that could occur through natural cracks and fissures in the newly exposed stratigraphy. The risk
of seepage is increased where limestone is exposed in excavations and slopes or is near final grade.
In these areas subsurface drains may be required to intercept seasonal groundwater seepage. The
need for these or other dewatering devices should be carefully addressed during construction. Our
office could be contacted to visually observe final grades to evaluate the need for such drains.
8.0 LIMITATIONS
Professional services provided in this geotechnical exploration were performed, findings obtained,
and recommendations prepared in accordance with generally accepted geotechnical engineering
principles and practices. The scope of services provided herein does not include an environmental
assessment of the site or investigation for the presence or absence of hazardous materials in the
soil, surface water or groundwater. ALPHA, upon written request, can be retained to provide these
services.
ALPHA is not responsible for conclusions, opinions or recommendations made by others based
on this data. Information contained in this report is intended for the exclusive use of the Client
(and their designated design representatives), and is related solely to design of the specific
structures outlined in Section 2.0. No party other than the Client (and their designated design
representatives) shall use or rely upon this report in any manner whatsoever unless such party shall
have obtained ALPHA's written acceptance of such intended use. Any such third party using this
report after obtaining ALPHA's written acceptance shall be bound by the limitations and
limitations of liability contained herein, including ALPHA's liability being limited to the fee paid
to it for this report. Recommendations presented in this report should not be used for design of
any other structures except those speci�cally described in this report. In all areas of this report in
which ALPHA may provide additional services if requested to do so in writing, it is presumed that
such requests have not been made if not evidenced by a written document accepted by ALPHA.
Further, subsurface conditions can change with passage of time. Recommendations contained
herein are not considered applicable for an extended period of time after the completion date of
this report. It is recommended our office be contacted for a review of the contents of this report
for construction commencing more than one (1) year after completion of this report. Non-
compliance with any of these requirements by the Client or anyone else shall release ALPHA from
any liability resulting from the use of, or reliance upon, this report.
Recommendations provided in this report are based on our understanding of information provided
by the Client about characteristics of the project. If the Client notes any deviation from the facts
about project characteristics, our office should be contacted immediately since this may materially
alter the recommendations. Further, ALPHA is not responsible for damages resulting from
workmanship of designers or contractors. It is recommended the Owner retain qualified personnel,
such as a Geotechnical Engineering firm, to verify construction is performed in accordance with
plans and specifications.
m
ALPHA Report No. W202761-A
A-1 METHODS OF FiELD EXPLORATiON
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Using standard rotary drilling equipment, a total of 54 test borings were performed for this
geotechnical exploration. The approximate locations of the borings are shown on the Boring
Location Plan, Figure 1. The test boring locations were staked using a handheld GPS unit or by
pacing/taping and estimating right angles from landmarks which could be identified in the field
and as shown on the site plan provided during this study. The locations of test borings shown on
the Boring Location Plan are considered accurate only to the degree implied by the methods used
to define them.
Relatively undisturbed samples of the cohesive subsurface materials were obtained by
hydraulically pressing 3-inch O.D. thin-wall sampling tubes into the underlying soils at selected
depths (ASTM D 1587). These samples were removed from the sampling tubes in the iield and
evaluated visually. One representative portion of each sample was sealed in a plastic bag for use
in future visual evaluation and possible testing in the laboratory.
A modified version of the Texas Cone Penetration (TCP) test was completed in the field to
determine the apparent in-place strength characteristics of the rock type materials. A 3-inch
diameter steel cone driven by a 170-pound hammer dropped 24 inches is the basis for TXDOT
strength correlations. In this case, ALPHA TESTING, INC. has modified the procedure by using
a 140-pound hammer dropping 30-inches for completion of the field test. Depending on the
resistance (strength) of the materials, either the number of blows of the hammer required to provide
12 inches of penetration, or the inches of penetration of the cone due to 100 blows of the hammer
are recorded on the field log and are shown on the Log of Boring sheets as "TX Cone" (reference
TxDOT Test Method TEX 132-E, as modified).
Logs of the borings are included in the Appendix. The logs show visual descriptions of subsurface
strata encountered using the Unified Soil Classification System. Sampling information, pertinent
field data, and field observations are also included. Samples not consumed by testing will be
retained in our laboratory for at least 14 days and then discarded unless the Client requests
otherwise.
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ALPHA Report No. W202761-A
B-1 METHODS OF LABORATORY TESTING
Representative samples were evaluated and classified by a qualified member of the Geotechnical
Division and the boring logs were edited as necessary. To aid in classifying the subsurface
materials and to determine the general engineering characteristics, natural moisture content tests
(ASTM D 2216), Atterberg-limit tests (ASTM D 4318) and dry unit weight determinations were
performed on selected samples. In addition, unconfined compressive strength tests (ASTM D
2166) and pocket-penetrometer tests were conducted on selected soil samples to evaluate the soil
shear strength. Results of these laboratory tests are provided on the Log of Boring sheets.
In addition to the Atterberg-limit tests, the expansive properties of the clayey soils were further
analyzed by absorption swell tests in general accordance with ASTM D 4546. The swell test is
performed by placing a selected sample in a consolidation machine and applying either the
approximate current or expected overburden pressure and then allowing the sample to absorb
water. When the sample exhibits very little tendency for further expansion, the height increase is
recorded and the percent free swell and total moisture gain calculated. Results of the absorption
swell tests are provided on the attached Log of Boring sheets.
sosBBYushcreekRa. gORING NO.: 4
A L P H A� T E S T I N G F°rt �°rr'z, Texas'61'9
Phone.• 817-496-5600 Sheet 1 of 1
Fax: s»-a9h-s6os PROJECT NO.• W191762
W H E R E I T A L L B E G I N S www.alphatesting.com
Client: Hanover Property Company Location: Fort Worth, Texas
Project: Todd Tract (+/- 346.3 Acres) Surtace Elevation:
Start Date: 7/23/2019 End Date: 7/23/2019 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
GROUND WATER OBSERVATIONS � o �•� � E.-. a� � � x
� > rn - . �
� � NONE �' T �� a� U� �'�g �� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -aL •�� �� � � � — _
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
� � .
a o- - n- �� o� a° o•� � aN 0 n U '� in .� �
� �° �After_ Hours (ft): � � V a� o� o o" �' � � m �
� �' � �a a ��" Z � � a a
�
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments 4.5 20 66 25 41 2.7
1.0
Tan LIMESTONE with clay seams and layers
100/
5 2.5"
100/
10 2.75„
12.0
Gray LIMESTONE with shale seams and layers
100/
� 5 0.75"
100/
20 20.0
TEST BORING TERMINATED AT 20 FT
sosBBYushcreekRa. gORING NO.: 5
A L P H A/�� T E S T I N G Fort �orriz, Texas �6119 sneet , of �
� Phone.• 817-496-5600
Fax: s»-a9h-s6os PROJECT NO.: W191762
W H E R E I T A L L B E G I H S www.alphatesting.com
Client: Hanover Property Company Location: Fort Worth, Texas
Project: Todd Tract (+/- 346.3 Acres) Surtace Elevation:
Start Date: ��26�2�19 End Date: 7/26/2019 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
� GROUND WATER OBSERVATIONS � o �.� � E.-. � � � �
� � NONE �' T �� a� U� �'�g �� u��i E � a o
� �On Rods (ft): � �p o 3 Y � -as ��� �� c � � — _
w
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
Q � - � �� 0� ao �� dN On U '7 .in .V �
o �After_ Hours (ft): � � V`� a� o-- o o" �' s `� �' �
J �
� �� �a a�� Z j � a a
�
MATERIAL DESCRIPTION
Tan LIMESTONE with clay seams and layers
100/
5 1.25„
100/
10 3.5"
14.0
Gray LIMESTONE with shale seams and layers 100/
15 1.5"
100/
20 20.0
TEST BORING TERMINATED AT 20 FT
sosBBYushcreekRa. gORING NO.: 8
A L P H A/�� T E S T I N G Fort �orriz, Texas �6119 sneet , of �
� Phone.• 817-496-5600
Fax: s»-a9h-s6os PROJECT NO.: W191762
W H E R E I T A L L B E G I H S www.alphatesting.com
Client: Hanover Property Company Location: Fort Worth, Texas
Project: Todd Tract (+/- 346.3 Acres) Surtace Elevation:
Start Date: ��23�2�19 End Date: 7/23/2019 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
� GROUND WATER OBSERVATIONS � o �.� � E.-. � � � �
� � NONE �' T �� a� U� �'�g �� u��i E � a o
� �On Rods (ft): � �p o 3 Y � -as ��� �� c � � — _
w
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
Q � - � �� 0� ao �� dN On U '7 .in .V �
o �After_ Hours (ft): � � V`� a� o-- o o" �' s `� �' �
J �
� �� �a a�� Z j � a a
�
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments
4.5+ 13
2.0
Tan CLAY with calcareous deposits and limestone
fragments
4.5+ 10 39 19 20 0.3
5 4.25 23
6.0
Tan WEATHERED LIMESTONE with clay seams
and layers
10 � 2/
12.0
Tan SHALY CLAY
4.25 23 67 23 44 0.4
15
16.0
Gray LIMESTONE with shale seams and layers
100/
20 20.0
TEST BORING TERMINATED AT 20 FT
sosBBYushcreekRa. gORING NO.: 9
A L P H A/�� T E S T I N G Fort �orriz, Texas �6119 sneet , of �
� Phone.• 817-496-5600
Fax: s»-a9h-s6os PROJECT NO.: W191762
W H E R E I T A L L B E G I H S www.alphatesting.com
Client: Hanover Property Company Location: Fort Worth, Texas
Project: Todd Tract (+/- 346.3 Acres) Surtace Elevation:
Start Date: ��23�2�19 End Date: 7/23/2019 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in): 140 / 30
� GROUND WATER OBSERVATIONS � o �.� � E.-. � � � �
o •
� � 12 T L �� a� U..�'�'.. �'�°' �a� a�i E � a o
� �On Rods (ft): � �p o 3 Y � -as ��� �� c � � — _
w
ZAfter Drllling (ft): '� 8 °� > C� � o � E °' v� m� � � o � � ~
Q � - � �� 0� ao �� dN On U '7 .in .V �
o �After_ Hours (ft): � � V`� a� o-- o o" �' s `� �' �
J �
� �� �a a�� Z j � a a
�
MATERIAL DESCRIPTION
Brown CLAY
4.5+ 27
3.75 1.9 99 24 0.8
4.0
Tan CLAY with calcareous deposits
5 4.5 27
4.5+ 11 37 17 20 0.0
8.0
Tan SHALY CLAY
3.25 14
10
� 12.0
Tan LIMESTONE with clay seams and layers
100/
15
17.0
Gray LIMESTONE with shale seams and layers
1
100/
20 20.0 0.75"
TEST BORING TERMINATED AT 20 FT
sosBBYushcreekRa. gORING NO.: 31
A L P H A/�� T E S T I N G Fort �orriz, Texas �6119 sneet , of �
� Phone.• 817-496-5600
Fax: s»-a9h-s6os PROJECT NO.: W202761
W H E R E I T A L L B E G I H S www.alphatesting.com
Client: Academy Development Location: Fort Worth, Texas
Project: The Retreat at Fossil Creek Surtace Elevation:
Start Date: 10/30/2020 End Date: 10/30/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in):
� GROUND WATER OBSERVATIONS � o �.� � E.-. � � � �
� � NONE �' T �� a� U� �'�g �� u��i E � a o
� �On Rods (ft): � �p o 3 Y � -as ��� �� c � � — _
w
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
Q � - � �� 0� ao �� dN On U '7 .in .V �
o �After_ Hours (ft): � � V`� a� o-- o o" �' s `� �' �
J �
� �� �a a�� Z j � a a
�
MATERIAL DESCRIPTION
Brown GRAVELLY CLAY
4.5+ 13
2.0
Tan LIMESTONE with clay seams and layers
100/
5 2.50"
100/
10 4"
100/
15 15.0 6�
Light Brown SHALY CLAY
4.5+ 15 39 16 23 0.0
20 20.0
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 32
A L P H A/�� T E S T I N G Fort �orriz, Texas �6119 sneet , of �
� Phone.• 817-496-5600
Fax: s»-a9h-s6os PROJECT NO.: W202761
W H E R E I T A L L B E G I H S www.alphatesting.com
Client: Academy Development Location: Fort Worth, Texas
Project: The Retreat at Fossil Creek Surtace Elevation:
Start Date: 10/30/2020 End Date: 10/30/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in):
� GROUND WATER OBSERVATIONS � o �.� � E.-. � � � �
� � NONE �' T �� a� U� �'�g �� u��i E � a o
� �On Rods (ft): � �p o 3 Y � -as ��� �� c � � — _
w
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
Q � - � �� 0� ao �� dN On U '7 .in .V �
o �After_ Hours (ft): � � V`� a� o-- o o" �' s `� �' �
J �
� �� �a a�� Z j � a a
�
MATERIAL DESCRIPTION
Dark Brown CLAY with limestone fragments
2.0 19
2.0
Tan CALCAREOUS CLAY
5 4.5+ 12 26 13 13
- Limestone layer at 7'
8.0
Reddish Brown CLAY
10 10.0 2•25 22 52 19 33 0.0
Tan SHALY CLAY
3.5 26 45 19 26 0.0
15
3.5 18
20 20.0
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 33
A L P H A/�� T E S T I N G Fort �orriz, Texas �6119 sneet , of �
� Phone.• 817-496-5600
Fax: s»-a9h-s6os PROJECT NO.: W202761
W H E R E I T A L L B E G I H S www.alphatesting.com
Client: Academy Development Location: Fort Worth, Texas
Project: The Retreat at Fossil Creek Surtace Elevation:
Start Date: 10/30/2020 End Date: 10/30/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in):
� GROUND WATER OBSERVATIONS � o �.� � E.-. � � � �
� � NONE �' T �� a� U� �'�g �� u��i E � a o
� �On Rods (ft): � �p o 3 Y � -as ��� �� c � � — _
w
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
Q � - � �� 0� ao �� dN On U '7 .in .V �
o �After_ Hours (ft): � � V`� a� o-- o o" �' s `� �' �
J �
� �� �a a�� Z j � a a
�
MATERIAL DESCRIPTION
Dark Brown CLAY
2.0 30
4.5+ 21 61 21 40
5 4.5+ 5.6 106 19
6.0
Light Brown CLAY with calcareous deposits
3.25 22
3.5 21 48 18 30 0.0
10
13.0
Gray LIMESTONE with shale seams and layers
100/
15 0.50"
100/
20 20.0 �"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 43
A L P H A/�� T E S T I N G Fort �orriz, Texas �6119 sneet , of �
� Phone.• 817-496-5600
Fax: s»-a9h-s6os PROJECT NO.: W202761
W H E R E I T A L L B E G I H S www.alphatesting.com
Client: Academy Development Location: Fort Worth, Texas
Project: The Retreat at Fossil Creek Surtace Elevation:
Start Date: 10/31/2020 End Date: 10/31/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in):
� GROUND WATER OBSERVATIONS � o �.� � E.-. � � � �
� � NONE �' T �� a� U� �'�g �� u��i E � a o
� �On Rods (ft): � �p o 3 Y � -as ��� �� c � � — _
w
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
Q � - � �� 0� ao �� dN On U '7 .in .V �
o �After_ Hours (ft): � � V`� a� o-- o o" �' s `� �' �
J �
� �� �a a�� Z j � a a
�
MATERIAL DESCRIPTION
Dark Brown CLAY
1.5 32
4.5+ 23
4.0
Light Brown CLAY with calcareous deposits and
5 limestone fragments 4.5+ 12
4.25 15 37 16 21 0.3
4.5+ 10
10 10.0
Tan SHALY CLAY
3.25 22
15
2.5 16
20 20.0
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 44
A L P H A/�� T E S T I N G Fort �orriz, Texas �6119 sneet , of �
� Phone.• 817-496-5600
Fax: s»-a9h-s6os PROJECT NO.: W202761
W H E R E I T A L L B E G I H S www.alphatesting.com
Client: Academy Development Location: Fort Worth, Texas
Project: The Retreat at Fossil Creek Surtace Elevation:
Start Date: 10/31/2020 End Date: 10/31/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in):
� GROUND WATER OBSERVATIONS � o �.� � E.-. � � � �
� � NONE �' T �� a� U� �'�g �� u��i E � a o
� �On Rods (ft): � �p o 3 Y � -as ��� �� c � � — _
w
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
Q � - � �� 0� ao �� dN On U '7 .in .V �
o �After_ Hours (ft): � � V`� a� o-- o o" �' s `� �' �
J �
� �� �a a�� Z j � a a
�
MATERIAL DESCRIPTION
Dark Brown CLAYEY GRAVEL 14
1.0
Tan LIMESTONE with clay seams and layers
100/
5 0.25"
100/
10 0.50"
100/
15 15.0 ���
TEST BORING TERMINATED AT 15 FT
20
25
sosBBYushcreekRa. gORING NO.: 45
A L P H A/�� T E S T I N G Fort �orriz, Texas �6119 sneet , of �
� Phone.• 817-496-5600
Fax: s»-a9h-s6os PROJECT NO.: W202761
W H E R E I T A L L B E G I H S www.alphatesting.com
Client: Academy Development Location: Fort Worth, Texas
Project: The Retreat at Fossil Creek Surtace Elevation:
Start Date: 10/30/2020 End Date: 10/30/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in):
� GROUND WATER OBSERVATIONS � o �.� � E.-. � � � �
� � NONE �' T �� a� U� �'�g �� u��i E � a o
� �On Rods (ft): � �p o 3 Y � -as ��� �� c � � — _
w
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
Q � - � �� 0� ao �� dN On U '7 .in .V �
o �After_ Hours (ft): � � V`� a� o-- o o" �' s `� �' �
J �
� �� �a a�� Z j � a a
�
MATERIAL DESCRIPTION
Dark Brown CLAYEY GRAVEL ��
2.0
Tan LIMESTONE with clay seams and layers
100/
5 0.50"
100/
10 1.50"
13.0
Gray LIMESTONE with shale seams and layers
100/
15 15.0 2•25��
TEST BORING TERMINATED AT 15 FT
20
25
sosBBYushcreekRa. gORING NO.: 46
A L P H A/�� T E S T I N G Fort �orriz, Texas �6119 sneet , of �
� Phone.• 817-496-5600
Fax: s»-a9h-s6os PROJECT NO.: W202761
W H E R E I T A L L B E G I H S www.alphatesting.com
Client: Academy Development Location: Fort Worth, Texas
Project: The Retreat at Fossil Creek Surtace Elevation:
Start Date: 10/29/2020 End Date: 10/29/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in):
� GROUND WATER OBSERVATIONS � o �.� � E.-. � � � �
� � NONE �' T �� a� U� �'�g �� u��i E � a o
� �On Rods (ft): � �p o 3 Y � -as ��� �� c � � — _
w
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
Q � - � �� 0� ao �� dN On U '7 .in .V �
o �After_ Hours (ft): � � V`� a� o-- o o" �' s `� �' �
J �
� �� �a a�� Z j � a a
�
MATERIAL DESCRIPTION
Brown CLAY
4.5+ 29
4.5+ 19
4.0
Tan CLAY with calcareous deposits and limestone
5 fragments 4.5+ 12
4.5+ 3.5 112 14
4.5+ 20
10
4.0 18 45 19 26 0.0
15 15.0
Tan LIMESTONE with clay seams and layers
100/
20 20.0 �"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 47
A L P H A/�� T E S T I N G Fort �orriz, Texas �6119 sneet , of �
� Phone.• 817-496-5600
Fax: s»-a9h-s6os PROJECT NO.: W202761
W H E R E I T A L L B E G I H S www.alphatesting.com
Client: Academy Development Location: Fort Worth, Texas
Project: The Retreat at Fossil Creek Surtace Elevation:
Start Date: 10/29/2020 End Date: 10/29/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in):
� GROUND WATER OBSERVATIONS � o �.� � E.-. � � � �
� � NONE �' T �� a� U� �'�g �� u��i E � a o
� �On Rods (ft): � �p o 3 Y � -as ��� �� c � � — _
w
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
Q � - � �� 0� ao �� dN On U '7 .in .V �
o �After_ Hours (ft): � � V`� a� o-- o o" �' s `� �' �
J �
� �� �a a�� Z j � a a
�
MATERIAL DESCRIPTION
Dark Brown CLAY
2.5 30
4.5+ 22 70 23 47 0.5
5 4.5+ 21
6.0
Brown CLAY
4.5+ 20
3.5 24 62 23 39
10 10.0
Tan LIMESTONE with clay seams and layers
100/
15 15.0 0.50"
TEST BORING TERMINATED AT 15 FT
20
25
sosBBYushcreekRa. gORING NO.: 54
A L P H A/�� T E S T I N G Fort �orriz, Texas �6119 sneet , of �
� Phone.• 817-496-5600
Fax: s»-a9h-s6os PROJECT NO.: W202761
W H E R E I T A L L B E G I H S www.alphatesting.com
Client: Academy Development Location: Fort Worth, Texas
Project: The Retreat at Fossil Creek Surtace Elevation:
Start Date: 10/31/2020 End Date: 10/31/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in):
� GROUND WATER OBSERVATIONS � o �.� � E.-. � � � �
� � NONE �' T �� a� U� �'�g �� u��i E � a o
� �On Rods (ft): � �p o 3 Y � -as ��� �� c � � — _
w
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
Q � - � �� 0� ao �� dN On U '7 .in .V �
o �After_ Hours (ft): � � V`� a� o-- o o" �' s `� �' �
J �
� �� �a a�� Z j � a a
�
MATERIAL DESCRIPTION
Dark Brown CLAY
4.5+ 1.0 23 17 65 23 42
2.0
Tan LIMESTONE with clay seams and layers
100/
5 0.50"
100/
10 2'
12.0
Gray LIMESTONE with shale seams and layers
100/
15 15.0 1.50"
TEST BORING TERMINATED AT 15 FT
20
25
sosBBYushcreekRa. gORING NO.: 55
A L P H A/�� T E S T I N G Fort �orriz, Texas �6119 sneet , of �
� Phone.• 817-496-5600
Fax: s»-a9h-s6os PROJECT NO.: W202761
W H E R E I T A L L B E G I H S www.alphatesting.com
Client: Academy Development Location: Fort Worth, Texas
Project: The Retreat at Fossil Creek Surtace Elevation:
Start Date: 10/31/2020 End Date: 10/31/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in):
� GROUND WATER OBSERVATIONS � o �.� � E.-. � � � �
� � NONE �' T �� a� U� �'�g �� u��i E � a o
� �On Rods (ft): � �p o 3 Y � -as ��� �� c � � — _
w
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
Q � - � �� 0� ao �� dN On U '7 .in .V �
o �After_ Hours (ft): � � V`� a� o-- o o" �' s `� �' �
J �
� �� �a a�� Z j � a a
�
MATERIAL DESCRIPTION
Dark Brown CLAY 1.75 31 62 22 40
1.0
Tan LIMESTONE with clay seams and layers
100/
5 0.25"
100/
10 3.50"
13.0
Gray LIMESTONE with shale seams and layers
100/
15 15.0 1.50"
TEST BORING TERMINATED AT 15 FT
20
25
sosBBYushcreekRa. gORING NO.: 56
A L P H A/�� T E S T I N G Fort �orriz, Texas �6119 sneet , of �
� Phone.• 817-496-5600
Fax: s»-a9h-s6os PROJECT NO.: W202761
W H E R E I T A L L B E G I H S www.alphatesting.com
Client: Academy Development Location: Fort Worth, Texas
Project: The Retreat at Fossil Creek Surtace Elevation:
Start Date: 10/31/2020 End Date: 10/31/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in):
� GROUND WATER OBSERVATIONS � o �.� � E.-. � � � �
� � NONE �' T �� a� U� �'�g �� u��i E � a o
� �On Rods (ft): � �p o 3 Y � -as ��� �� c � � — _
w
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
Q � - � �� 0� ao �� dN On U '7 .in .V �
o �After_ Hours (ft): � � V`� a� o-- o o" �' s `� �' �
J �
� �� �a a�� Z j � a a
�
MATERIAL DESCRIPTION
Dark Brown CLAY 3.0 30 69 24 45
1.0
Tan LIMESTONE with clay seams and layers
100/
5 0.25"
100/
10 3'
13.0
Gray LIMESTONE with shale seams and layers
100/
15 15.0 1.25"
TEST BORING TERMINATED AT 15 FT
20
25
sosBBYushcreekRa. gORING NO.: 57
A L P H A/�� T E S T I N G Fort �orriz, Texas �6119 sneet , of �
� Phone.• 817-496-5600
Fax: s»-a9h-s6os PROJECT NO.: W202761
W H E R E I T A L L B E G I H S www.alphatesting.com
Client: Academy Development Location: Fort Worth, Texas
Project: The Retreat at Fossil Creek Surtace Elevation:
Start Date: 10/31/2020 End Date: 10/31/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in):
� GROUND WATER OBSERVATIONS � o �.� � E.-. � � � �
� � NONE �' T �� a� U� �'�g �� u��i E � a o
� �On Rods (ft): � �p o 3 Y � -as ��� �� c � � — _
w
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
Q � - � �� 0� ao �� dN On U '7 .in .V �
o �After_ Hours (ft): � � V`� a� o-- o o" �' s `� �' �
J �
� �� �a a�� Z j � a a
�
MATERIAL DESCRIPTION
Dark Brown CLAYEY GRAVEL �$
1.0
Tan LIMESTONE with clay seams and layers
100/
5 0.25"
10
100/
11.0 0.75"
TEST BORING TERMINATED AT 11 FT
15
20
25
sosBBYushcreekRa. gORING NO.: 58
A L P H A/�� T E S T I N G Fort �orriz, Texas �6119 sneet , of �
� Phone.• 817-496-5600
Fax: s»-a9h-s6os PROJECT NO.: W202761
W H E R E I T A L L B E G I H S www.alphatesting.com
Client: Academy Development Location: Fort Worth, Texas
Project: The Retreat at Fossil Creek Surtace Elevation:
Start Date: 10/31/2020 End Date: 10/31/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in):
� GROUND WATER OBSERVATIONS � o �.� � E.-. � � � �
� � NONE �' T �� a� U� �'�g �� u��i E � a o
� �On Rods (ft): � �p o 3 Y � -as ��� �� c � � — _
w
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
Q � - � �� 0� ao �� dN On U '7 .in .V �
o �After_ Hours (ft): � � V`� a� o-- o o" �' s `� �' �
J �
� �� �a a�� Z j � a a
�
MATERIAL DESCRIPTION
Dark Brown CLAY with gravel 12 65 22 43
2.0
Tan LIMESTONE with clay seams and layers
100/
5 0.50"
100/
10 1.25"
13.0
Gray LIMESTONE with shale seams and layers
100/
15 15.0 ���
TEST BORING TERMINATED AT 15 FT
20
25
sosBBYushcreekRa. gORING NO.: 59
A L P H A/�� T E S T I N G Fort �orriz, Texas �6119 sneet , of �
� Phone.• 817-496-5600
Fax: s»-a9h-s6os PROJECT NO.: W202761
W H E R E I T A L L B E G I H S www.alphatesting.com
Client: Academy Development Location: Fort Worth, Texas
Project: The Retreat at Fossil Creek Surtace Elevation:
Start Date: 10/29/2020 End Date: 10/29/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in):
� GROUND WATER OBSERVATIONS � o �.� � E.-. � � � �
� � NONE �' T �� a� U� �'�g �� u��i E � a o
� �On Rods (ft): � �p o 3 Y � -as ��� �� c � � — _
w
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
Q � - � �� 0� ao �� dN On U '7 .in .V �
o �After_ Hours (ft): � � V`� a� o-- o o" �' s `� �' �
J �
� �� �a a�� Z j � a a
�
MATERIAL DESCRIPTION
Brown GRAVELLY CLAY 23
1.0
Tan LIMESTONE with clay seams and layers
100/
5 � ��
100/
10 2.50"
100/
15 15.0 4.25"
TEST BORING TERMINATED AT 15 FT
20
25
sosBBYushcreekRa. gORING NO.: 67
A L P H A/�� T E S T I N G Fort �orriz, Texas �6119 sneet , of �
� Phone.• 817-496-5600
Fax: s»-a9h-s6os PROJECT NO.: W202761
W H E R E I T A L L B E G I H S www.alphatesting.com
Client: Academy Development Location: Fort Worth, Texas
Project: The Retreat at Fossil Creek Surtace Elevation:
Start Date: 10/31/2020 End Date: 10/31/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in):
� GROUND WATER OBSERVATIONS � o �.� � E.-. � � � �
� � NONE �' T �� a� U� �'�g �� u��i E � a o
� �On Rods (ft): � �p o 3 Y � -as ��� �� c � � — _
w
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
Q � - � �� 0� ao �� dN On U '7 .in .V �
o �After_ Hours (ft): � � V`� a� o-- o o" �' s `� �' �
J �
� �� �a a�� Z j � a a
�
MATERIAL DESCRIPTION
Dark Brown CLAY with limestone fragments 2,25 32 68 24 44
2.0
Tan LIMESTONE with clay seams and layers
100/
5 0.50"
100/
10 2'
12.0
Gray LIMESTONE with shale seams
100/
15 15.0 0.75"
TEST BORING TERMINATED AT 15 FT
20
25
sosBBYushcreekRa. gORING NO.: 70
A L P H A/�� T E S T I N G Fort �orriz, Texas �6119 sneet , of �
� Phone.• 817-496-5600
Fax: s»-a9h-s6os PROJECT NO.: W202761
W H E R E I T A L L B E G I H S www.alphatesting.com
Client: Academy Development Location: Fort Worth, Texas
Project: The Retreat at Fossil Creek Surtace Elevation:
Start Date: 10/21/2020 End Date: 10/21/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in):
� GROUND WATER OBSERVATIONS � o �.� � E.-. � � � �
� � NONE �' T �� a� U� �'�g �� u��i E � a o
� �On Rods (ft): � �p o 3 Y � -as ��� �� c � � — _
w
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
Q � - � �� 0� ao �� dN On U '7 .in .V �
o �After_ Hours (ft): � � V`� a� o-- o o" �' s `� �' �
J �
� �� �a a�� Z j � a a
�
MATERIAL DESCRIPTION
LIMESTONE cobbles with brown clay
1.0
Tan LIMESTONE with clay seams and layers
100/
5 0.50"
100/
10 0.50"
12.0
Gray LIMESTONE with shale seams and layers
100/
15 0.25"
100/
20 20.0 1.50"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 71
A L P H A/�� T E S T I N G Fort �orriz, Texas �6119 sneet , of �
� Phone.• 817-496-5600
Fax: s»-a9h-s6os PROJECT NO.: W202761
W H E R E I T A L L B E G I H S www.alphatesting.com
Client: Academy Development Location: Fort Worth, Texas
Project: The Retreat at Fossil Creek Surtace Elevation:
Start Date: 10/21/2020 End Date: 10/21/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in):
� GROUND WATER OBSERVATIONS � o �.� � E.-. � � � �
� � NONE �' T �� a� U� �'�g �� u��i E � a o
� �On Rods (ft): � �p o 3 Y � -as ��� �� c � � — _
w
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
Q � - � �� 0� ao �� dN On U '7 .in .V �
o �After_ Hours (ft): � � V`� a� o-- o o" �' s `� �' �
J �
� �� �a a�� Z j � a a
�
MATERIAL DESCRIPTION
LIMESTONE cobbles with brown clay
1.0
Tan LIMESTONE with clay seams and layers
100/
5 0.25"
100/
10 2.50"
13.0
Gray LIMESTONE with shale seams and layers
100/
15 1.25"
100/
20 20.0 1.25"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 72
A L P H A/�� T E S T I N G Fort �orriz, Texas �6119 sneet , of �
� Phone.• 817-496-5600
Fax: s»-a9h-s6os PROJECT NO.: W202761
W H E R E I T A L L B E G I H S www.alphatesting.com
Client: Academy Development Location: Fort Worth, Texas
Project: The Retreat at Fossil Creek Surtace Elevation:
Start Date: 10/20/2020 End Date: 10/20/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in):
� GROUND WATER OBSERVATIONS � o �.� � E.-. � � � �
� � NONE �' T �� a� U� �'�g �� u��i E � a o
� �On Rods (ft): � �p o 3 Y � -as ��� �� c � � — _
w
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
Q � - � �� 0� ao �� dN On U '7 .in .V �
o �After_ Hours (ft): � � V`� a� o-- o o" �' s `� �' �
J �
� �� �a a�� Z j � a a
�
MATERIAL DESCRIPTION
LIMESTONE cobbles with brown clay
2.0
Tan LIMESTONE with clay seams and layers
100/
5 0.50"
100/
10 0.25"
100/
15 15.0 ���
Gray LIMESTONE with shale seams and layers
100/
20 20.0 1.25"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 73
A L P H A/�� T E S T I N G Fort �orriz, Texas �6119 sneet , of �
� Phone.• 817-496-5600
Fax: s»-a9h-s6os PROJECT NO.: W202761
W H E R E I T A L L B E G I H S www.alphatesting.com
Client: Academy Development Location: Fort Worth, Texas
Project: The Retreat at Fossil Creek Surtace Elevation:
Start Date: 10/29/2020 End Date: 10/29/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in):
� GROUND WATER OBSERVATIONS � o �.� � E.-. � � � �
� � NONE �' T �� a� U� �'�g �� u��i E � a o
� �On Rods (ft): � �p o 3 Y � -as ��� �� c � � — _
w
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
Q � - � �� 0� ao �� dN On U '7 .in .V �
o �After_ Hours (ft): � � V`� a� o-- o o" �' s `� �' �
J �
� �� �a a�� Z j � a a
�
MATERIAL DESCRIPTION
Brown GRAVELLY CLAY 30
1.0
Tan LIMESTONE with clay seams and layers
100/
5 0.50"
100/
10 10.0 1.25"
TEST BORING TERMINATED AT 10 FT
15
20
25
sosBBYushcreekRa. gORING NO.: 74
A L P H A/�� T E S T I N G Fort �orriz, Texas �6119 sneet , of �
� Phone.• 817-496-5600
Fax: s»-a9h-s6os PROJECT NO.: W202761
W H E R E I T A L L B E G I H S www.alphatesting.com
Client: Academy Development Location: Fort Worth, Texas
Project: The Retreat at Fossil Creek Surtace Elevation:
Start Date: 10/29/2020 End Date: 10/29/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in):
� GROUND WATER OBSERVATIONS � o �.� � E.-. � � � �
� � NONE �' T �� a� U� �'�g �� u��i E � a o
� �On Rods (ft): � �p o 3 Y � -as ��� �� c � � — _
w
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
Q � - � �� 0� ao �� dN On U '7 .in .V �
o �After_ Hours (ft): � � V`� a� o-- o o" �' s `� �' �
J �
� �� �a a�� Z j � a a
�
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments
3.5 23 56 21 35
2.0
Tan LIMESTONE with clay seams and layers
100/
5 � ��
100/
10 2.75"
100/
15 15.0 3.50"
Gray LIMESTONE with shale seams and layers
100/
20 20.0 1.75"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 75
A L P H A/�� T E S T I N G Fort �orriz, Texas �6119 sneet , of �
� Phone.• 817-496-5600
Fax: s»-a9h-s6os PROJECT NO.: W202761
W H E R E I T A L L B E G I H S www.alphatesting.com
Client: Academy Development Location: Fort Worth, Texas
Project: The Retreat at Fossil Creek Surtace Elevation:
Start Date: 10/30/2020 End Date: 10/30/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in):
� GROUND WATER OBSERVATIONS � o �.� � E.-. � � � �
� � NONE �' T �� a� U� �'�g �� u��i E � a o
� �On Rods (ft): � �p o 3 Y � -as ��� �� c � � — _
w
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
Q � - � �� 0� ao �� dN On U '7 .in .V �
o �After_ Hours (ft): � � V`� a� o-- o o" �' s `� �' �
J �
� �� �a a�� Z j � a a
�
MATERIAL DESCRIPTION
Tan CLAY with clacareous deposits
3.0 17
4.5+ 14
5 4.5+ 15 50 19 31 0.8
4.5+ 16
2.75 17
10 10.0
Tan LIMESTONE with clay seams and layers
12.0
Gray LIMESTONE with shale seams and layers
100/
15 0.25"
100/
20 20.0 1.25"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 76
A L P H A/�� T E S T I N G Fort �orriz, Texas �6119 sneet , of �
� Phone.• 817-496-5600
Fax: s»-a9h-s6os PROJECT NO.: W202761
W H E R E I T A L L B E G I H S www.alphatesting.com
Client: Academy Development Location: Fort Worth, Texas
Project: The Retreat at Fossil Creek Surtace Elevation:
Start Date: 10/30/2020 End Date: 10/30/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in):
� GROUND WATER OBSERVATIONS � o �.� � E.-. � � � �
� � NONE �' T �� a� U� �'�g �� u��i E � a o
� �On Rods (ft): � �p o 3 Y � -as ��� �� c � � — _
w
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
Q � - � �� 0� ao �� dN On U '7 .in .V �
o �After_ Hours (ft): � � V`� a� o-- o o" �' s `� �' �
J �
� �� �a a�� Z j � a a
�
MATERIAL DESCRIPTION
Dark Brown CLAY
2.0 26
4.5+ 19 61 20 41 1.7
5 4.5+ 17
2.25 13
8.0
Tan LIMESTONE with clay seams and layers
100/
10 0.75"
12.0
Gray LIMESTONE with shale seams
100/
15 15.0 ���
TEST BORING TERMINATED AT 15 FT
20
25
sosBBYushcreekRa. gORING NO.: 84
A L P H A/�� T E S T I N G Fort �orriz, Texas �6119 sneet , of �
� Phone.• 817-496-5600
Fax: s»-a9h-s6os PROJECT NO.: W202761
W H E R E I T A L L B E G I H S www.alphatesting.com
Client: Academy Development Location: Fort Worth, Texas
Project: The Retreat at Fossil Creek Surtace Elevation:
Start Date: 10/21/2020 End Date: 10/21/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in):
� GROUND WATER OBSERVATIONS � o �.� � E.-. � � � �
� � NONE �' T �� a� U� �'�g �� u��i E � a o
� �On Rods (ft): � �p o 3 Y � -as ��� �� c � � — _
w
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
Q � - � �� 0� ao �� dN On U '7 .in .V �
o �After_ Hours (ft): � � V`� a� o-- o o" �' s `� �' �
J �
� �� �a a�� Z j � a a
�
MATERIAL DESCRIPTION
LIMESTONE cobbles with brown clay
1.0
Tan LIMESTONE with clay seams and layers
100/
5 0.25"
100/
10 1.25"
13.0
Gray LIMESTONE with shale seams and layers
100/
15 0.25"
100/
20 20.0 �"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 85
A L P H A/�� T E S T I N G Fort �orriz, Texas �6119 sneet , of �
� Phone.• 817-496-5600
Fax: s»-a9h-s6os PROJECT NO.: W202761
W H E R E I T A L L B E G I H S www.alphatesting.com
Client: Academy Development Location: Fort Worth, Texas
Project: The Retreat at Fossil Creek Surtace Elevation:
Start Date: 10/21/2020 End Date: 10/21/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in):
� GROUND WATER OBSERVATIONS � o �.� � E.-. � � � �
� � NONE �' T �� a� U� �'�g �� u��i E � a o
� �On Rods (ft): � �p o 3 Y � -as ��� �� c � � — _
w
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
Q � - � �� 0� ao �� dN On U '7 .in .V �
o �After_ Hours (ft): � � V`� a� o-- o o" �' s `� �' �
J �
� �� �a a�� Z j � a a
�
MATERIAL DESCRIPTION
LIMESTONE cobbles with brown clay
2.0
Tan LIMESTONE with clay seams and layers
100/
5 0.75
100/
10 0.50"
13.0
Gray LIMESTONE with shale seams and layers
100/
15 1.50"
100/
20 20.0 1.50"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 86
A L P H A/�� T E S T I N G Fort �orriz, Texas �6119 sneet , of �
� Phone.• 817-496-5600
Fax: s»-a9h-s6os PROJECT NO.: W202761
W H E R E I T A L L B E G I H S www.alphatesting.com
Client: Academy Development Location: Fort Worth, Texas
Project: The Retreat at Fossil Creek Surtace Elevation:
Start Date: 10/21/2020 End Date: 10/21/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in):
� GROUND WATER OBSERVATIONS � o �.� � E.-. � � � �
� � NONE �' T �� a� U� �'�g �� u��i E � a o
� �On Rods (ft): � �p o 3 Y � -as ��� �� c � � — _
w
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
Q � - � �� 0� ao �� dN On U '7 .in .V �
o �After_ Hours (ft): � � V`� a� o-- o o" �' s `� �' �
J �
� �� �a a�� Z j � a a
�
MATERIAL DESCRIPTION
Dark Brown CLAY with limestone fragments
4.5+ 19 83 28 55
2.0
Tan LIMESTONE with clay seams and layers
100/
5 1.25"
100/
10 �"
13.0
Gray LIMESTONE with shale seams and layers
100/
15 0.75"
100/
20 20.0 1.50"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 87
A L P H A/�� T E S T I N G Fort �orriz, Texas �6119 sneet , of �
� Phone.• 817-496-5600
Fax: s»-a9h-s6os PROJECT NO.: W202761
W H E R E I T A L L B E G I H S www.alphatesting.com
Client: Academy Development Location: Fort Worth, Texas
Project: The Retreat at Fossil Creek Surtace Elevation:
Start Date: 10/22/2020 End Date: 10/22/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in):
� GROUND WATER OBSERVATIONS � o �.� � E.-. � � � �
� � NONE �' T �� a� U� �'�g �� u��i E � a o
� �On Rods (ft): � �p o 3 Y � -as ��� �� c � � — _
w
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
Q � - � �� 0� ao �� dN On U '7 .in .V �
o �After_ Hours (ft): � � V`� a� o-- o o" �' s `� �' �
J �
� �� �a a�� Z j � a a
�
MATERIAL DESCRIPTION
Dark Brown CLAY with limestone fragments
4.5+ 19 79 26 53
2.0
Tan LIMESTONE with clay seams and layers
100/
5 2.25"
100/
10 10.0 5.50"
Tan CLAY with calcareous deposits
3.25 30
15
2.5 24
20 20.0
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 88
A L P H A/�� T E S T I N G Fort �orriz, Texas �6119 sneet , of �
� Phone.• 817-496-5600
Fax: s»-a9h-s6os PROJECT NO.: W202761
W H E R E I T A L L B E G I H S www.alphatesting.com
Client: Academy Development Location: Fort Worth, Texas
Project: The Retreat at Fossil Creek Surtace Elevation:
Start Date: 10/20/2020 End Date: 10/20/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in):
� GROUND WATER OBSERVATIONS � o �.� � E.-. � � � �
� � NONE �' T �� a� U� �'�g �� u��i E � a o
� �On Rods (ft): � �p o 3 Y � -as ��� �� c � � — _
w
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
Q � - � �� 0� ao �� dN On U '7 .in .V �
o �After_ Hours (ft): � � V`� a� o-- o o" �' s `� �' �
J �
� �� �a a�� Z j � a a
�
MATERIAL DESCRIPTION
Brown CLAY with limestone cobbles 4.5+ 11
2.0
Tan CALCAREOUS CLAY
4.5+ 7 36 17 19
4.0
Tan LIMESTONE with clay seams and layers 100/
5 1.50"
100/
10 2.50"
100/
15 5"
18.0
Tan CLAY
3.0 18
20 20.0
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 89
A L P H A/�� T E S T I N G Fort �orriz, Texas �6119 sneet , of �
� Phone.• 817-496-5600
Fax: s»-a9h-s6os PROJECT NO.: W202761
W H E R E I T A L L B E G I H S www.alphatesting.com
Client: Academy Development Location: Fort Worth, Texas
Project: The Retreat at Fossil Creek Surtace Elevation:
Start Date: 10/20/2020 End Date: 10/20/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in):
� GROUND WATER OBSERVATIONS � o �.� � E.-. � � � �
� � NONE �' T �� a� U� �'�g �� u��i E � a o
� �On Rods (ft): � �p o 3 Y � -as ��� �� c � � — _
w
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
Q � - � �� 0� ao �� dN On U '7 .in .V �
o �After_ Hours (ft): � � V`� a� o-- o o" �' s `� �' �
J �
� �� �a a�� Z j � a a
�
MATERIAL DESCRIPTION
Dark Brown CLAY with limestone fragments and
cobbles 4.5+ 12 44 21 23
2.0
Tan CALCAREOUS CLAY
4.5+ 9
4.0
Tan LIMESTONE with clay seams and layers 100/
5 2.50"
100/
10 4.50"
13.0
Tan SHALY CLAY with calcareous deposits
4.5+ 21
15
17.0
Gray LIMESTONE with shale seams and layers
100/
20 20.0 0.50"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 90
A L P H A/�� T E S T I N G Fort �orriz, Texas �6119 sneet , of �
� Phone.• 817-496-5600
Fax: s»-a9h-s6os PROJECT NO.: W202761
W H E R E I T A L L B E G I H S www.alphatesting.com
Client: Academy Development Location: Fort Worth, Texas
Project: The Retreat at Fossil Creek Surtace Elevation:
Start Date: 10/20/2020 End Date: 10/20/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in):
� GROUND WATER OBSERVATIONS � o �.� � E.-. � � � �
� � NONE �' T �� a� U� �'�g �� u��i E � a o
� �On Rods (ft): � �p o 3 Y � -as ��� �� c � � — _
w
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
Q � - � �� 0� ao �� dN On U '7 .in .V �
o �After_ Hours (ft): � � V`� a� o-- o o" �' s `� �' �
J �
� �� �a a�� Z j � a a
�
MATERIAL DESCRIPTION
Dark Brown CLAY
4.5+ 3.5 104 14
2.0
Brown CLAY with calcareous deposits
4.5+ 13 50 20 30 0.8
4.0
Tan CLAY with calcareous deposits
5 4.5+ 11
4.5+ 15
8.0
Tan LIMESTONE with clay seams and layers
100/
10 5"
13.0
Tan LIMESTONE with clay seams and layers
100/
15 0.75"
100/
20 20.0 0.50"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 91
A L P H A/�� T E S T I N G Fort �orriz, Texas �6119 sneet , of �
� Phone.• 817-496-5600
Fax: s»-a9h-s6os PROJECT NO.: W202761
W H E R E I T A L L B E G I H S www.alphatesting.com
Client: Academy Development Location: Fort Worth, Texas
Project: The Retreat at Fossil Creek Surtace Elevation:
Start Date: 10/20/2020 End Date: 10/20/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in):
� GROUND WATER OBSERVATIONS � o �.� � E.-. � � � �
� � NONE �' T �� a� U� �'�g �� u��i E � a o
� �On Rods (ft): � �p o 3 Y � -as ��� �� c � � — _
w
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
Q � - � �� 0� ao �� dN On U '7 .in .V �
o �After_ Hours (ft): � � V`� a� o-- o o" �' s `� �' �
J �
� �� �a a�� Z j � a a
�
MATERIAL DESCRIPTION
Dark Brown CLAY
4.5+ 24
4.5+ 19 69 22 47 1.2
5 4.5+ 16
6.0
Light Brown CLAY with gravel
4.5+ 9
8.0
Tan LIMESTONE with clay seams and layers
100/
10 0.25"
13.0
Gray LIMESTONE with shale seams and layers
100/
15 15.0 0.75"
TEST BORING TERMINATED AT 15 FT
20
25
sosBBYushcreekRa. gORING NO.: 98
A L P H A/�� T E S T I N G Fort �orriz, Texas �6119 sneet , of �
� Phone.• 817-496-5600
Fax: s»-a9h-s6os PROJECT NO.: W202761
W H E R E I T A L L B E G I H S www.alphatesting.com
Client: Academy Development Location: Fort Worth, Texas
Project: The Retreat at Fossil Creek Surtace Elevation:
Start Date: 10/21/2020 End Date: 10/21/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in):
� GROUND WATER OBSERVATIONS � o �.� � E.-. � � � �
� � 13 �' T �� a� U� �'�g �� u��i E � a o
� �On Rods (ft): � �p o 3 Y � -as ��� �� c � � — _
w
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
Q � - � �� 0� ao �� dN On U '7 .in .V �
o �After_ Hours (ft): � � V`� a� o-- o o" �' s `� �' �
J �
� �� �a a�� Z j � a a
�
MATERIAL DESCRIPTION
LIMESTONE cobbles with brown clay
1.0
Tan LIMESTONE with clay seams and layers
100/
5 0.75"
100/
10 1.50"
V 13.0
Gray LIMESTONE with shale seams and layers
100/
15 1.75"
100/
20 20.0 1.50"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 99
A L P H A/�� T E S T I N G Fort �orriz, Texas �6119 sneet , of �
� Phone.• 817-496-5600
Fax: s»-a9h-s6os PROJECT NO.: W202761
W H E R E I T A L L B E G I H S www.alphatesting.com
Client: Academy Development Location: Fort Worth, Texas
Project: The Retreat at Fossil Creek Surtace Elevation:
Start Date: 10/21/2020 End Date: 10/21/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in):
� GROUND WATER OBSERVATIONS � o �.� � E.-. � � � �
� � 13 �' T �� a� U� �'�g �� u��i E � a o
� �On Rods (ft): � �p o 3 Y � -as ��� �� c � � — _
w
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
Q � - � �� 0� ao �� dN On U '7 .in .V �
o �After_ Hours (ft): � � V`� a� o-- o o" �' s `� �' �
J �
� �� �a a�� Z j � a a
�
MATERIAL DESCRIPTION
LIMESTONE cobbles with brown clay
2.0
Tan LIMESTONE with clay seams and layers
100/
5 0.50"
100/
10 �"
V 13.0
Gray LIMESTONE with shale seams and layers
100/
15 1.75"
100/
20 2.50"
100/
25 25.0 1.50"
TEST BORING TERMINATED AT 25 FT
sosBBYushcreekRa. gORING NO.: 100
A L P H A/�� T E S T I N G Fort �orriz, Texas �6119 sneet , of �
� Phone.• 817-496-5600
Fax: s»-a9h-s6os PROJECT NO.: W202761
W H E R E I T A L L B E G I H S www.alphatesting.com
Client: Academy Development Location: Fort Worth, Texas
Project: The Retreat at Fossil Creek Surtace Elevation:
Start Date: 10/22/2020 End Date: 10/22/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in):
� GROUND WATER OBSERVATIONS � o �.� � E.-. � � � �
� � NONE �' T �� a� U� �'�g �� u��i E � a o
� �On Rods (ft): � �p o 3 Y � -as ��� �� c � � — _
w
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
Q � - � �� 0� ao �� dN On U '7 .in .V �
o �After_ Hours (ft): � � V`� a� o-- o o" �' s `� �' �
J �
� �� �a a�� Z j � a a
�
MATERIAL DESCRIPTION
LIMESTONE cobbles with brown clay
2.0
Tan LIMESTONE with clay seams and layers
100/
5 � ��
100/
10 3'
13.0
Gray LIMESTONE with shale seams and layers
100/
15 1.50"
100/
20 20.0 1.25"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 101
A L P H A/�� T E S T I N G Fort �orriz, Texas �6119 sneet , of �
� Phone.• 817-496-5600
Fax: s»-a9h-s6os PROJECT NO.: W202761
W H E R E I T A L L B E G I H S www.alphatesting.com
Client: Academy Development Location: Fort Worth, Texas
Project: The Retreat at Fossil Creek Surtace Elevation:
Start Date: 10/22/2020 End Date: 10/22/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in):
� GROUND WATER OBSERVATIONS � o �.� � E.-. � � � �
� � NONE �' T �� a� U� �'�g �� u��i E � a o
� �On Rods (ft): � �p o 3 Y � -as ��� �� c � � — _
w
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
Q � - � �� 0� ao �� dN On U '7 .in .V �
o �After_ Hours (ft): � � V`� a� o-- o o" �' s `� �' �
J �
� �� �a a�� Z j � a a
�
MATERIAL DESCRIPTION
Dark Brown CLAY
4.5+ 18
2.0
Light Brown CLAY with calcareous deposits
4.5+ 8 50 20 30
4.0
Tan LIMESTONE with clay seams and layers 100/
5 2.75"
100/
10 3'
100/
15 5.50"
18.0
Tan and Gray SHALY CLAY
4.5+ 15
20 20.0
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 102
A L P H A/�� T E S T I N G Fort �orriz, Texas �6119 sneet , of �
� Phone.• 817-496-5600
Fax: s»-a9h-s6os PROJECT NO.: W202761
W H E R E I T A L L B E G I H S www.alphatesting.com
Client: Academy Development Location: Fort Worth, Texas
Project: The Retreat at Fossil Creek Surtace Elevation:
Start Date: 10/22/2020 End Date: 10/22/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in):
� GROUND WATER OBSERVATIONS � o �.� � E.-. � � � �
� � NONE �' T �� a� U� �'�g �� u��i E � a o
� �On Rods (ft): � �p o 3 Y � -as ��� �� c � � — _
w
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
Q � - � �� 0� ao �� dN On U '7 .in .V �
o �After_ Hours (ft): � � V`� a� o-- o o" �' s `� �' �
J �
� �� �a a�� Z j � a a
�
MATERIAL DESCRIPTION
Dark Brown CLAY
4.5+ 19 74 23 51
2.0
Brown CLAY with calcareous nodules
4.5+ 15
4.0
Tan CLAY with calcareous deposits
5 4.5+ 11
2.5 24
10
15 15.0 4'5+ $
Tan LIMESTONE with clay seams and layers
100/
20 20.0 1.50"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 103
A L P H A/�� T E S T I N G Fort �orriz, Texas �6119 sneet , of �
� Phone.• 817-496-5600
Fax: s»-a9h-s6os PROJECT NO.: W202761
W H E R E I T A L L B E G I H S www.alphatesting.com
Client: Academy Development Location: Fort Worth, Texas
Project: The Retreat at Fossil Creek Surtace Elevation:
Start Date: 10/22/2020 End Date: 10/22/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in):
� GROUND WATER OBSERVATIONS � o �.� � E.-. � � � �
� � NONE �' T �� a� U� �'�g �� u��i E � a o
� �On Rods (ft): � �p o 3 Y � -as ��� �� c � � — _
w
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
Q � - � �� 0� ao �� dN On U '7 .in .V �
o �After_ Hours (ft): � � V`� a� o-- o o" �' s `� �' �
J �
� �� �a a�� Z j � a a
�
MATERIAL DESCRIPTION
Dark Brown CLAY
4.5+ 17
2.0
Tan CLAY with calcareous deposits
4.5+ 9
5 4.5+ 8
3.25 22 58 20 38 0.8
10 10.0
Tan LIMESTONE with clay seams and layers
100/
15 1"
17.0
Gray LIMESTONE with shale seams and layers
100/
20 20.0 �"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 104
A L P H A/�� T E S T I N G Fort �orriz, Texas �6119 sneet , of �
� Phone.• 817-496-5600
Fax: s»-a9h-s6os PROJECT NO.: W202761
W H E R E I T A L L B E G I H S www.alphatesting.com
Client: Academy Development Location: Fort Worth, Texas
Project: The Retreat at Fossil Creek Surtace Elevation:
Start Date: 10/23/2020 End Date: 10/23/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in):
� GROUND WATER OBSERVATIONS � o �.� � E.-. � � � �
� � NONE �' T �� a� U� �'�g �� u��i E � a o
� �On Rods (ft): � �p o 3 Y � -as ��� �� c � � — _
w
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
Q � - � �� 0� ao �� dN On U '7 .in .V �
o �After_ Hours (ft): � � V`� a� o-- o o" �' s `� �' �
J �
� �� �a a�� Z j � a a
�
MATERIAL DESCRIPTION
Dark Brown CLAY
4.0 25
4.5+ 16
4.0
Tan CLAY with calcareous deposits
5 4.5+ 8 29 15 14 0.1
$ � 4.5 13
Tan LIMESTONE with clay seams and layers
100/
10 1.50"
14.0
Gray LIMESTONE with shale seams and layers 100/
15 1"
100/
20 20.0 1.50"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 105
A L P H A/�� T E S T I N G Fort �orriz, Texas �6119 sneet , of �
� Phone.• 817-496-5600
Fax: s»-a9h-s6os PROJECT NO.: W202761
W H E R E I T A L L B E G I H S www.alphatesting.com
Client: Academy Development Location: Fort Worth, Texas
Project: The Retreat at Fossil Creek Surtace Elevation:
Start Date: 10/20/2020 End Date: 10/20/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in):
� GROUND WATER OBSERVATIONS � o �.� � E.-. � � � �
� � NONE �' T �� a� U� �'�g �� u��i E � a o
� �On Rods (ft): � �p o 3 Y � -as ��� �� c � � — _
w
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
Q � - � �� 0� ao �� dN On U '7 .in .V �
o �After_ Hours (ft): � � V`� a� o-- o o" �' s `� �' �
J �
� �� �a a�� Z j � a a
�
MATERIAL DESCRIPTION
Dark Brown CLAY
4.5+ 23
4.5+ 20
5 4.5+ 21
6.0
Light Brown and Tan CLAY with calcareous deposits
and gravel 4.0 23 71 23 48 0.4
2.75 19
10 10.0
Tan LIMESTONE with clay seams and layers
13.0
Gray LIMESTONE with shale seams and layers
100/
15 0.75"
100/
20 20.0 1.25"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 113
A L P H A/�� T E S T I N G Fort �orriz, Texas �6119 sneet , of �
� Phone.• 817-496-5600
Fax: s»-a9h-s6os PROJECT NO.: W202761
W H E R E I T A L L B E G I H S www.alphatesting.com
Client: Academy Development Location: Fort Worth, Texas
Project: The Retreat at Fossil Creek Surtace Elevation:
Start Date: 11�2�2�2� End Date: 11�2�2�2� West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in):
� GROUND WATER OBSERVATIONS � o �.� � E.-. � � � �
� � NONE �' T �� a� U� �'�g �� u��i E � a o
� �On Rods (ft): � �p o 3 Y � -as ��� �� c � � — _
w
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
Q � - � �� 0� ao �� dN On U '7 .in .V �
o �After_ Hours (ft): � � V`� a� o-- o o" �' s `� �' �
J �
� �� �a a�� Z j � a a
�
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments
4.5+ 8
2.0
Tan CALCAREOUS CLAY 3.0 4 30 16 14 2.1
3.0
Tan LIMESTONE with clay seams and layers
100/
5 2.75"
100/
10 5"
13.0
Tan CLAY
4.5+ 10 44 19 25
15
19.0
Gray LIMESTONE with shale seams and Iayers 100/
20 1.50"
100/
25 25.0 1.75"
TEST BORING TERMINATED AT 25 FT
sosBBYushcreekRa. gORING NO.: 114
A L P H A/�� T E S T I N G Fort �orriz, Texas �6119 sneet , of �
� Phone.• 817-496-5600
Fax: s»-a9h-s6os PROJECT NO.: W202761
W H E R E I T A L L B E G I H S www.alphatesting.com
Client: Academy Development Location: Fort Worth, Texas
Project: The Retreat at Fossil Creek Surtace Elevation:
Start Date: 11�2�2�2� End Date: 11�2�2�2� West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in):
� GROUND WATER OBSERVATIONS � o �.� � E.-. � � � �
� � NONE �' T �� a� U� �'�g �� u��i E � a o
� �On Rods (ft): � �p o 3 Y � -as ��� �� c � � — _
w
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
Q � - � �� 0� ao �� dN On U '7 .in .V �
o �After_ Hours (ft): � � V`� a� o-- o o" �' s `� �' �
J �
� �� �a a�� Z j � a a
�
MATERIAL DESCRIPTION
Brown CLAY with limestone fragments
4.0 8 40 20 20
2.0
Tan LIMESTONE with clay seams and layers
100/
5 2.25"
100/
10 10.0 3'
Tan CLAY
4.0 15
15
4.5 16
20 20.0
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 115
A L P H A/�� T E S T I N G Fort �orriz, Texas �6119 sneet , of �
� Phone.• 817-496-5600
Fax: s»-a9h-s6os PROJECT NO.: W202761
W H E R E I T A L L B E G I H S www.alphatesting.com
Client: Academy Development Location: Fort Worth, Texas
Project: The Retreat at Fossil Creek Surtace Elevation:
Start Date: 11�2�2�2� End Date: 11�2�2�2� West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in):
� GROUND WATER OBSERVATIONS � o �.� � E.-. � � � �
� � NONE �' T �� a� U� �'�g �� u��i E � a o
� �On Rods (ft): � �p o 3 Y � -as ��� �� c � � — _
w
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
Q � - � �� 0� ao �� dN On U '7 .in .V �
o �After_ Hours (ft): � � V`� a� o-- o o" �' s `� �' �
J �
� �� �a a�� Z j � a a
�
MATERIAL DESCRIPTION
Brown CLAY
4.5+ 13
4.5+ 10 46 21 25 1.7
4.0
Light Brown CLAY with calcareous deposits
5 4.5+ 8
4.5 15
10
15
16.0
Tan LIMESTONE with clay seams and layers
100/
20 20.0 �"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 116
A L P H A/�� T E S T I N G Fort �orriz, Texas �6119 sneet , of �
� Phone.• 817-496-5600
Fax: s»-a9h-s6os PROJECT NO.: W202761
W H E R E I T A L L B E G I H S www.alphatesting.com
Client: Academy Development Location: Fort Worth, Texas
Project: The Retreat at Fossil Creek Surtace Elevation:
Start Date: 11�2�2�2� End Date: 11�2�2�2� West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in):
� GROUND WATER OBSERVATIONS � o �.� � E.-. � � � �
� � NONE �' T �� a� U� �'�g �� u��i E � a o
� �On Rods (ft): � �p o 3 Y � -as ��� �� c � � — _
w
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
Q � - � �� 0� ao �� dN On U '7 .in .V �
o �After_ Hours (ft): � � V`� a� o-- o o" �' s `� �' �
J �
� �� �a a�� Z j � a a
�
MATERIAL DESCRIPTION
Dark Brown CLAY
4.5+ 22
4.5+ 23
4.0
Light Brown CLAY with calcareous deposits
5 4.5+ 16
4.5+ 17 36 18 18 0.5
3.5 24
10
13.0
Tan LIMESTONE with clay seams and layers
100/
15 0.75"
17.0
Gray LIMESTONE with shale seams and layers
100/
20 20.0 0.50"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 117
A L P H A/�� T E S T I N G Fort �orriz, Texas �6119 sneet , of �
� Phone.• 817-496-5600
Fax: s»-a9h-s6os PROJECT NO.: W202761
W H E R E I T A L L B E G I H S www.alphatesting.com
Client: Academy Development Location: Fort Worth, Texas
Project: The Retreat at Fossil Creek Surtace Elevation:
Start Date: 10/23/2020 End Date: 10/23/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in):
� GROUND WATER OBSERVATIONS � o �.� � E.-. � � � �
� � NONE �' T �� a� U� �'�g �� u��i E � a o
� �On Rods (ft): � �p o 3 Y � -as ��� �� c � � — _
w
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
Q � - � �� 0� ao �� dN On U '7 .in .V �
o �After_ Hours (ft): � � V`� a� o-- o o" �' s `� �' �
J �
� �� �a a�� Z j � a a
�
MATERIAL DESCRIPTION
Dark Brown CLAY
3.0 33
4.5+ 22 81 26 55 4.5
5 4.5+ 6.0 102 21
6.0
Brown CLAY with calcareous nodules 4.5+ 21
7.0
Tan LIMESTONE with clay seams and layers
100/
10 1.50"
14.0
Gray LIMESTONE with shale seams and layers 100/
15 15.0 ���
TEST BORING TERMINATED AT 15 FT
20
25
sosBBYushcreekRa. gORING NO.: 118
A L P H A/�� T E S T I N G Fort �orriz, Texas �6119 sneet , of �
� Phone.• 817-496-5600
Fax: s»-a9h-s6os PROJECT NO.: W202761
W H E R E I T A L L B E G I H S www.alphatesting.com
Client: Academy Development Location: Fort Worth, Texas
Project: The Retreat at Fossil Creek Surtace Elevation:
Start Date: 10/29/2020 End Date: 10/29/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in):
� GROUND WATER OBSERVATIONS � o �.� � E.-. � � � �
� � NONE �' T �� a� U� �'�g �� u��i E � a o
� �On Rods (ft): � �p o 3 Y � -as ��� �� c � � — _
w
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
Q � - � �� 0� ao �� dN On U '7 .in .V �
o �After_ Hours (ft): � � V`� a� o-- o o" �' s `� �' �
J �
� �� �a a�� Z j � a a
�
MATERIAL DESCRIPTION
Dark Brown CLAY
3.0 33
4.5+ 22 72 25 47
5 4.5+ 22
6.0
Brown CLAY with limestone fragments
3.25 25 66 21 45 0.0
9 p 3.0 25
Tan LIMESTONE with clay seams and layers 100/
10 1.25"
14.0
Gray LIMESTONE with shale seams and layers 100/
15 15.0 ���
TEST BORING TERMINATED AT 15 FT
20
25
sosBBYushcreekRa. gORING NO.: 129
A L P H A/�� T E S T I N G Fort �orriz, Texas �6119 sneet , of �
� Phone.• 817-496-5600
Fax: s»-a9h-s6os PROJECT NO.: W202761
W H E R E I T A L L B E G I H S www.alphatesting.com
Client: Academy Development Location: Fort Worth, Texas
Project: The Retreat at Fossil Creek Surtace Elevation:
Start Date: 11/3/2020 End Date: 11/3/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in):
� GROUND WATER OBSERVATIONS � o �.� � E.-. � � � �
� � NONE �' T �� a� U� �'�g �� u��i E � a o
� �On Rods (ft): � �p o 3 Y � -as ��� �� c � � — _
w
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
Q � - � �� 0� ao �� dN On U '7 .in .V �
o �After_ Hours (ft): � � V`� a� o-- o o" �' s `� �' �
J �
� �� �a a�� Z j � a a
�
MATERIAL DESCRIPTION
Dark Brown CLAY with calcareous nodules
4.5+ 19
4.5+ 4.0 100 17
4.0
Reddish Brown CLAY with calcareous deposits
5 4.5+ 12 45 16 29 0.5
4.5+ 15
8.0
Tan LIMESTONE with clay seams and layers
100/
10 3.50"
100/
15 1"
18.0
Gray LIMESTONE with shale seams and layers
100/
20 20.0 1.25"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 130
A L P H A/�� T E S T I N G Fort �orriz, Texas �6119 sneet , of �
� Phone.• 817-496-5600
Fax: s»-a9h-s6os PROJECT NO.: W202761
W H E R E I T A L L B E G I H S www.alphatesting.com
Client: Academy Development Location: Fort Worth, Texas
Project: The Retreat at Fossil Creek Surtace Elevation:
Start Date: 11/3/2020 End Date: 11/3/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in):
� GROUND WATER OBSERVATIONS � o �.� � E.-. � � � �
� � NONE �' T �� a� U� �'�g �� u��i E � a o
� �On Rods (ft): � �p o 3 Y � -as ��� �� c � � — _
w
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
Q � - � �� 0� ao �� dN On U '7 .in .V �
o �After_ Hours (ft): � � V`� a� o-- o o" �' s `� �' �
J �
� �� �a a�� Z j � a a
�
MATERIAL DESCRIPTION
Dark Brown CLAY with calcareous nodules
4.5+ 18
4.5+ 15 57 19 38 0.4
4.0
Light Brown and Tan CLAY with calcareous deposits
5 4.5+ 9
4.5+ 8 39 19 20 3.2
10
3.75 16
15 15.0
Tan LIMESTONE with clay seams and layers
100/
20 20.0 0.75"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 131
A L P H A/�� T E S T I N G Fort �orriz, Texas �6119 sneet , of �
� Phone.• 817-496-5600
Fax: s»-a9h-s6os PROJECT NO.: W202761
W H E R E I T A L L B E G I H S www.alphatesting.com
Client: Academy Development Location: Fort Worth, Texas
Project: The Retreat at Fossil Creek Surtace Elevation:
Start Date: 11/3/2020 End Date: 11/3/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in):
� GROUND WATER OBSERVATIONS � o �.� � E.-. � � � �
� � NONE �' T �� a� U� �'�g �� u��i E � a o
� �On Rods (ft): � �p o 3 Y � -as ��� �� c � � — _
w
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
Q � - � �� 0� ao �� dN On U '7 .in .V �
o �After_ Hours (ft): � � V`� a� o-- o o" �' s `� �' �
J �
� �� �a a�� Z j � a a
�
MATERIAL DESCRIPTION
Brown CLAY with calcareous nodules
4.5+ 21
4.5+ 14
4.0
Tan CLAY with calcareous deposits
5 4.5+ 9
4.5+ 11 50 18 32 1.1
4.5+ 12
10
12.0
Tan LIMESTONE with clay seams and layers
100/
15 2.25"
18.0
Gray LIMESTONE with shale seams and layers
100/
20 20.0 1.25"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 132
A L P H A/�� T E S T I N G Fort �orriz, Texas �6119 sneet , of �
� Phone.• 817-496-5600
Fax: s»-a9h-s6os PROJECT NO.: W202761
W H E R E I T A L L B E G I H S www.alphatesting.com
Client: Academy Development Location: Fort Worth, Texas
Project: The Retreat at Fossil Creek Surtace Elevation:
Start Date: 11/3/2020 End Date: 11/3/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in):
� GROUND WATER OBSERVATIONS � o �.� � E.-. � � � �
� � NONE �' T �� a� U� �'�g �� u��i E � a o
� �On Rods (ft): � �p o 3 Y � -as ��� �� c � � — _
w
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
Q � - � �� 0� ao �� dN On U '7 .in .V �
o �After_ Hours (ft): � � V`� a� o-- o o" �' s `� �' �
J �
� �� �a a�� Z j � a a
�
MATERIAL DESCRIPTION
Dark Brown CLAY
4.5+ 30
4.5+ 19
5 4.5+ 19
6.0
Reddish Brown CLAY with gravel and calcareous
deposits 4.25 19
3.25 23 46 15 31 0.0
10
12.0
Tan LIMESTONE with clay seams and layers
100/
15 1.25"
16.0
Gray LIMESTONE with shale seams and layers
100/
20 20.0 �"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 133
A L P H A/�� T E S T I N G Fort �orriz, Texas �6119 sneet , of �
� Phone.• 817-496-5600
Fax: s»-a9h-s6os PROJECT NO.: W202761
W H E R E I T A L L B E G I H S www.alphatesting.com
Client: Academy Development Location: Fort Worth, Texas
Project: The Retreat at Fossil Creek Surtace Elevation:
Start Date: 11/3/2020 End Date: 11/3/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in):
� GROUND WATER OBSERVATIONS � o �.� � E.-. � � � �
� � 12 �' T �� a� U� �'�g �� u��i E � a o
� �On Rods (ft): � �p o 3 Y � -as ��� �� c � � — _
w
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
Q � - � �� 0� ao �� dN On U '7 .in .V �
o �After_ Hours (ft): � � V`� a� o-- o o" �' s `� �' �
J �
� �� �a a�� Z j � a a
�
MATERIAL DESCRIPTION
Dark Brown CLAY
4.5+ 21
4.5+ 20 63 20 43 5.7
5 4.5+ 20
6.0
Light Brown CLAY with gravel
4.5+ 11
4.5+ 13
10
� 12.0
Tan LIMESTONE with clay seams and layers
100/
15 15.0 0.25"
Gray LIMESTONE with shale seams and layers
100/
20 20.0 0.50"
TEST BORING TERMINATED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 134
A L P H A/�� T E S T I N G Fort �orriz, Texas �6119 sneet , of �
� Phone.• 817-496-5600
Fax: s»-a9h-s6os PROJECT NO.: W202761
W H E R E I T A L L B E G I H S www.alphatesting.com
Client: Academy Development Location: Fort Worth, Texas
Project: The Retreat at Fossil Creek Surtace Elevation:
Start Date: 11�2�2�2� End Date: 11�2�2�2� West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in):
� GROUND WATER OBSERVATIONS � o �.� � E.-. � � � �
� � 10 �' T �� a� U� �'�g �� u��i E � a o
� �On Rods (ft): � �p o 3 Y � -as ��� �� c � � — _
w
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
Q � - � �� 0� ao �� dN On U '7 .in .V �
o �After_ Hours (ft): � � V`� a� o-- o o" �' s `� �' �
J �
� �� �a a�� Z j � a a
�
MATERIAL DESCRIPTION
Dark Brown CLAY
4.5+ 22 71 24 47
4.5+ 17
4.0
Light Brown CLAY with limestone fragments
5 4.5+ 11 57 21 36
7.0 4.5+ 16
Tan LIMESTONE with clay seams and layers
100/
10 � 0.50"
13.0
Gray LIMESTONE with shale seams and layers
100/
15 1"
100/
20 20.0 0.50"
TEST BORING TERMINTED AT 20 FT
25
sosBBYushcreekRa. gORING NO.: 135
A L P H A/�� T E S T I N G Fort �orriz, Texas �6119 sneet , of �
� Phone.• 817-496-5600
Fax: s»-a9h-s6os PROJECT NO.: W202761
W H E R E I T A L L B E G I H S www.alphatesting.com
Client: Academy Development Location: Fort Worth, Texas
Project: The Retreat at Fossil Creek Surtace Elevation:
Start Date: 10/23/2020 End Date: 10/23/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in):
� GROUND WATER OBSERVATIONS � o �.� � E.-. � � � �
� � NONE �' T �� a� U� �'�g �� u��i E � a o
� �On Rods (ft): � �p o 3 Y � -as ��� �� c � � — _
w
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
Q � - � �� 0� ao �� dN On U '7 .in .V �
o �After_ Hours (ft): � � V`� a� o-- o o" �' s `� �' �
J �
� �� �a a�� Z j � a a
�
MATERIAL DESCRIPTION
Dark Brown CLAY with calcareous nodules
4.5+ 21
4.5+ 18
5 4.5+ 20
6.0
Brown and Tan CLAY with calcareous deposits
4.5+ 20 80 26 54
8.0
Tan LIMESTONE with clay seams and layers
100/
10 0.75"
100/
15 15.0 0.75"
TEST BORING TERMINATED AT 15 FT
20
25
sosBBYushcreekRa. gORING NO.: 136
A L P H A/�� T E S T I N G Fort �orriz, Texas �6119 sneet , of �
� Phone.• 817-496-5600
Fax: s»-a9h-s6os PROJECT NO.: W202761
W H E R E I T A L L B E G I H S www.alphatesting.com
Client: Academy Development Location: Fort Worth, Texas
Project: The Retreat at Fossil Creek Surtace Elevation:
Start Date: 10/23/2020 End Date: 10/23/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in):
� GROUND WATER OBSERVATIONS � o �.� � E.-. � � � �
� � NONE �' T �� a� U� �'�g �� u��i E � a o
� �On Rods (ft): � �p o 3 Y � -as ��� �� c � � — _
w
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
Q � - � �� 0� ao �� dN On U '7 .in .V �
o �After_ Hours (ft): � � V`� a� o-- o o" �' s `� �' �
J �
� �� �a a�� Z j � a a
�
MATERIAL DESCRIPTION
Dark Brown CLAY
2.5 30
2.0
Brown CLAY
4.5+ 19
5 4.5+ 20
6.0
Tan CLAY
3.5 26 75 25 50 0.0
3.0 21
10 10.0
Tan LIMESTONE with clay seams and layers
100/
15 15.0 0.50"
TEST BORING TERMINATED AT 15 FT
20
25
sosBBYushcreekRa. gORING NO.: 140
A L P H A/�� T E S T I N G Fort �orriz, Texas �6119 sneet , of �
� Phone.• 817-496-5600
Fax: s»-a9h-s6os PROJECT NO.: W202761
W H E R E I T A L L B E G I H S www.alphatesting.com
Client: Academy Development Location: Fort Worth, Texas
Project: The Retreat at Fossil Creek Surtace Elevation:
Start Date: 11/3/2020 End Date: 11/3/2020 West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in):
� GROUND WATER OBSERVATIONS � o �.� � E.-. � � � �
o •
� � 6 T L �� a� U..�'�'.. �'.g �a� a�i E E a o
� �On Rods (ft): � �p o 3 Y� -as ��� �� c � � _
w
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
Q � - � �� 0� ao �� dN On U '7 .in .V �
o �After_ Hours (ft): � � V`� a� o-- o o" �' s `� �' �
J �
� �� �a a�� Z j � a a
�
MATERIAL DESCRIPTION
Dark Brown CLAY
1.75 29
1.75 1.1 98 24
5 1.25 25
� 6.0
Light Brown CLAY with gravel
2.25 20 52 18 34
9.0 � .0 21
Tan LIMESTONE with clay seams and layers 100/
10 0.50"
100/
15 15.0 ���
TEST BORING TERMINATEDE AT 15 FT
20
25
sosBBYushcreekRa. gORING NO.: 141
A L P H A/�� T E S T I N G Fort �orriz, Texas �6119 sneet , of �
� Phone.• 817-496-5600
Fax: s»-a9h-s6os PROJECT NO.: W202761
W H E R E I T A L L B E G I H S www.alphatesting.com
Client: Academy Development Location: Fort Worth, Texas
Project: The Retreat at Fossil Creek Surtace Elevation:
Start Date: 11�2�2�2� End Date: 11�2�2�2� West:
Drilling Method: CONTINUOUS FLIGHT AUGER North:
Hammer Drop (Ibs / in):
� GROUND WATER OBSERVATIONS � o �.� � E.-. � � � �
� � 13 �' T �� a� U� �'�g �� u��i E � a o
� �On Rods (ft): � �p o 3 Y � -as ��� �� c � � — _
w
ZAfter Drllling (ft): DRY °� >C1 � o � E °' v� mo � � o � � Y
Q � - � �� 0� ao �� dN On U '7 .in .V �
o �After_ Hours (ft): � � V`� a� o-- o o" �' s `� �' �
J �
� �� �a a�� Z j � a a
�
MATERIAL DESCRIPTION
Dark Brown CLAY
3.0 27
4.5+ 21
5 4.5+ 18
6.0
Brown CLAY
2.75 23
3.0 24 63 21 42 0.0
10 10.0
Tan LIMESTONE with clay seams and layers
V 13.0
Gray LIMESTONE with shale seams and layers
100/
15 15.0 0.25"
TEST BORING TERMINATED AT 15 FT
20
25
ALPHA/�
�
TESTING
WHERE IT ALL BEGINS
SOIL & ROCK SYMBOLS
� (CH), High Plasticity CLAY
� (CL), Low Plasticity CLAY
� (SC), CLAYEY SAND
� (SP), Poorly Graded SAND
� (SW), Well Graded SAND
� (SM), SILTY SAND
� (ML), SILT
� (MH), Elastic SILT
� LIMESTONE
� SHALE/MARL
� SANDSTONE
o � (GP), Poorly Graded GRAVEL
�' (GW), Well Graded GRAVEL
��.(�(� (GC), CLAYEY GRAVEL
K�i4
�o�('�,d (GM), SILTY GRAVEL
h I�.0 4
� (OL), ORGANIC SILT
� (OH), ORGANIC CLAY
� FILL
SAMPLING SYMBOLS
■SHELBY TUBE (3" OD except where
noted otherwise)
�SPLIT SPOON (2" OD except where
noted otherwise)
�AUGER SAMPLE
I�I
� TEXAS CONE PENETRATION
�ROCK CORE (2" ID except where
noted otherwise)
KEY TO SOIL SYMBOLS
AND CLASSIFICATIONS
RELATIVE DENSITY OF COHESIONLESS SOILS (blows/ft)
VERY LOOSE
LOOSE
MEDIUM
DENSE
VERY DENSE
0 TO 4
5 TO 10
11 TO 30
31 TO 50
OVER 50
SHEAR STRENGTH OF COHESIVE SOILS (tsf)
VERY SOFT
SOFT
FIRM
STIFF
VERY STIFF
HARD
LESS THAN 0.25
0.25 TO 0.50
0.50 TO 1.00
1.00 TO 2.00
2.00 TO 4.00
OVER 4.00
RELATIVE DEGREE OF PLASTICITY (PI)
LOW
MEDIUM
HIGH
VERY HIGH
RELATIVE PROPORTIONS
TRACE
LITTLE
SOME
AND
4 TO 15
16 TO 25
26 TO 35
OVER 35
1 TO 10
11 TO 20
21 TO 35
36 TO 50
PARTICLE SIZE IDENTIFICATION (DIAMETER)
BOULDERS
COBBLES
COARSE GRAVEL
FINE GRAVEL
COURSE SAND
MEDIUM SAND
FINE SAND
SILT
CLAY
8.0" OR LARGER
3.0" TO 8.0"
0.75" TO 3.0"
5.OmmT03.0"
2.OmmT05.Omm
0.4mmT05.Omm
0.07 mm T0 0.4 mm
0.002 mm TO 0.07 mm
LESS THAN 0.002 mm
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated: April 09, 2021
The Fort Worth Water Department’s Standard Products List has been developed to
minimize the submittal review of products which meet the Fort Worth Water
Department’s Standard Specifications during utility construction projects. When
Technical Specifications for specific products, are included as part of the
Construction Contract Documents, the requirements of the Technical Specification
will override the Fort Worth Water Department’s Standard Specifications and the
Fort Worth Water Department’s Standard Products List and approval of the
specific products will be based on the requirements of the Technical Specification
whether or not the specific product meets the Fort Worth Water Department’s
Standard Specifications or is on the Fort Worth Water Department’s Standard
Products List.
Table of Content
(Click on items to go directly to the page)
Items Page
A.Water & Sewer
1. Manholes & Bases/Components ........................................................... 1
2.Manholes & Bases/Fiberglass ............................................................... 2
3.Manholes & Bases/Frames & Covers/Rectangular ............................... 3
4.Manholes & Bases/Frames & Covers/Round ....................................... 4
5.Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight .. 5
6.Manholes & Bases/Precast Concrete .................................................... 6
7.Manholes & Bases/Rehab Systems/Cementitious ................................ 7
8.Manholes & Bases/Rehab Systems/NonCementitious ......................... 8
9.Manhole Insert (Field Operations Use Only) ........................................ 9
10. Pipe Casing Spacer ............................................................................... 10
11. Pipes/Ductile Iron ................................................................................. 11
12. Utility Line Marker ............................................................................... 12
B.Sewer
13. Coatings/Epoxy ..................................................................................... 13
14. Coatings/Polyurethane .......................................................................... 14
15. Combination Air Valves ....................................................................... 15
16. Pipes/Concrete ...................................................................................... 16
17. Pipe Enlargement System (Method) ..................................................... 17
18. Pipes/Fiberglass Reinforced Pipe ......................................................... 18
19. Pipes/HDPE .......................................................................................... 19
20. Pipes/PVC (Pressure Sewer) ................................................................. 20
21. Pipes/PVC* ........................................................................................... 21
22. Pipes/Rehab/CIPP ................................................................................. 22
23. Pipes/Rehab/Fold & Form .................................................................... 23
24. Pipes/Open Profile Large Diameter ...................................................... 24
C.Water
25. Appurtenances ....................................................................................... 25
26. Bolts, Nuts, and Gaskets ....................................................................... 26
27. Combination Air Release Valve ........................................................... 27
28. Dry Barrel Fire Hydrants ...................................................................... 28
29. Meters ................................................................................................... 29
30. Pipes/PVC (Pressure Water) ................................................................. 30
31. Pipes/Valves & Fittings/Ductile Iron Fittings ....................................... 31
32. Pipes/Valves & Fittings/Resilient Seated Gate Valve .......................... 32
33. Pipes/Valves & Fittings/Rubber Seated Butterfly Valve ...................... 33
34. Polyethylene Encasement ..................................................................... 34
35. Sampling Stations ................................................................................. 35
36. Automatic Flusher ................................................................................. 36
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeWater & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/16)07/23/97 33 05 13 Urethane Hydrophilic WaterstopAsahi Kogyo K.K.Adeka Ultra-Seal P-201ASTM D2240/D412/D79204/26/00 33 05 13 Offset Joint for 4' Diam. MHHanson Concrete ProductsDrawing No. 35-0048-00104/26/00 33 05 13 Profile Gasket for 4' Diam. MH.Press-Seal Gasket Corp.250-4G GasketASTM C-443/C-361SS MH1/26/99 33 05 13 HDPE Manhole Adjustment RingsLadtech, IncHDPE Adjustment RingNon-traffic area5/13/05 33 05 13 Manhole External WrapCanusa - CPSWrapidSeal Manhole Encapsulation SystemCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.* From Original Standard Products ListClick to Return to the Table of Content1Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Fiberglass 33-39-13 (1/8/13)1/26/99 33 39 13 Fiberglass ManholeFluid Containment, Inc.FlowtiteASTM 3753Non-traffic area08/30/06 33 39 13 Fiberglass ManholeL.F. ManufacturingNon-traffic area* From Original Standard Products ListClick to Return to the Table of Content2Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16)*33 05 13 Manhole Frames and CoversWestern Iron Works, Bass & Hays Foundry100124"x40" WD* From Original Standard Products ListClick to Return to the Table of Content3Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16)*33 05 13 Manhole Frames and CoversWestern Iron Works, Bass & Hays Foundry3002424" Dia.*33 05 13 Manhole Frames and CoversMcKinley Iron Works Inc.A 24 AM24" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryR-1272ASTM A48 & AASHTO M30624" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryR- 165-LM (Hinged)ASTM A48 & AASHTO M30624" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryNF 1274ASTM A48 & AASHTO M30630" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryR-1743-LM (Hinged)ASTM A48 & AASHTO M30630" dia.33 05 13 Manhole Frames and CoversSigma CorporationMH-144N33 05 13 Manhole Frames and CoversSigma CorporationMH-143N33 05 13 Manhole Frames and CoversPont-A-MoussonGTS-STD24" dia.33 05 13 Manhole Frames and CoversNeenah Casting24" dia.10/31/06 33 05 13 Manhole Frames and Covers (Hinged)PowersealHinged Ductile Iron Manhole ASTM A53624" Dia.7/25/03 33 05 13 Manhole Frames and CoversSaint-Gobain Pipelines (Pamrex/rexus)RE32-R8FS30" Dia.01/31/06 33 05 13 30" Dia. MH Ring and CoverEast Jordan Iron WorksV1432-2 and V1483 DesignsAASHTO M306-0430" Dia.11/02/10 33 05 13 30" Dia. MH Ring and CoverSigma CorporationMH1651FWN & MH1650230" Dia07/19/11 33 05 13 30" Dia. MH Ring and CoverStar Pipe ProductsMH32FTWSS-DC 30" Dia08/10/11 33 05 13 30" Dia. MH Ring and CoverAccucast220700 Heavy Duty with Gasket Ring30" Dia10/14/13 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 A53630" Dia06/01/17 34 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable) CISIP Industries2280 (32")ASTM A 4830" Dia.09/16/19 33 05 13.10 30" Dia. MH Ring and Cover Composite Access Products, L.P.CAP-ONE-30-FTW, Composite, w/ Lock w/o Hing30" Dia.* From Original Standard Products ListClick to Return to the Table of Content4Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/16)*33 05 13 Manhole Frames and CoversPont-A-MoussonPamtight24" Dia.*33 05 13 Manhole Frames and CoversNeenah Casting24" Dia.*33 05 13 Manhole Frames and CoversWestern Iron Works,Bass & Hays Foundry300-24P24" Dia.*33 05 13 Manhole Frames and CoversMcKinley Iron Works Inc.WPA24AM24" Dia.03/08/00 33 05 13 Manhole Frames and CoversAccucastRC-2100ASTM A 4824" Dia.04/20/01 33 05 13 Manhole Frames and Covers(SIP)Serampore Industries Private Ltd.300-24-23.75 Ring and CoverASTM A 4824" Dia.* From Original Standard Products ListClick to Return to the Table of Content5Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Precast Concrete (Rev 1/8/13)*33 39 10 Manhole, Precast ConcreteHydro Conduit CorpSPL Item #49ASTM C 47848"*33 39 10 Manhole, Precast ConcreteWall Concrete Pipe Co. Inc.ASTM C-44348"09/23/96 33 39 10 Manhole, Precast ConcreteConcrete Product Inc.48" I.D. Manhole w/ 32" ConeASTM C 47848" w/32" cone05/08/18 33 39 10 Manhole, Precast ConcreteThe Turner Company48", 60" I.D. Manhole w/ 32" ConeASTM C 47848", 60"10/27/06 33 39 10 Manhole, Precast ConcreteOldcastle Precast Inc.48" I.D. Manhole w/ 24" ConeASTM C 47848" Diam w 24" Ring06/09/10 33 39 10 Manhole, Precast (Reinforce Polymer)ConcreteUS Composite PipeReinforced Polymer Concrete ASTM C-7648" to 72"09/06/19 33 39 20 Manhole, Precast ConcreteForterra Pipe and Precast60" & 72" I.D. Manhole w/32" ConeASTM C-7660" & 72"* From Original Standard Products ListClick to Return to the Table of Content6Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Rehab Systems/Cementitious*E1-14 Manhole Rehab SystemsQuadex04/23/01E1-14 Manhole Rehab SystemsStandard Cement Materials, Inc.Reliner MSPE1-14 Manhole Rehab SystemsAP/M Permaform4/20/01E1-14 Manhole Rehab SystemStrong CompanyStrong Seal MS2A Rehab System5/12/03E1-14 Manhole Rehab System (Liner)Poly-triplex TechnologiesMH repair product to stop infiltrationASTM D581308/30/06General Concrete RepairFlexKrete TechnologiesVinyl Polyester Repair ProductMisc. Use* From Original Standard Products ListClick to Return to the Table of Content7Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Rehab Systems/NonCementitious05/20/96E1-14 Manhole Rehab SystemsSprayroq, Spray Wall Polyurethane CoatingASTM D639/D790*E1-14 Manhole Rehab SystemsSun Coast12/14/01Coating for Corrosion protection(Exterior)ERTECHSeries 20230 and 2100 (Asphatic Emulsion)For Exterior Coating of Concrete Structures Only01/31/06Coatings for Corrosion ProtectionChestertonArc 791, S1HB, S1, S2Acid Resistance TestSewer Applications8/28/2006Coatings for Corrosion ProtectionWarren EnvironmentalS-301 and M-301Sewer Applications08/30/06Coatings for Corrosion ProtectionCitadelSLS-30 Solids EpoxySewer Applications03/19/1833 05 16, 33 39 10, 33 39 20 Coating for Corrosion protection(Exterior)Sherwin WilliamsRR&C Dampproofing Non-Fibered Spray Grade (Asphatic Emulsion)For Exterior Coating of Concrete Structures Only* From Original Standard Products ListClick to Return to the Table of Content8Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manhole Inserts - Field Operations Use Only (Rev 2/3/16)*33 05 13 Manhole InsertKnutson EnterprisesMade to Order - PlasticASTM D 1248For 24" dia.*33 05 13 Manhole InsertSouth Western PackagingMade to Order - PlasticASTM D 1248For 24" dia.*33 05 13 Manhole InsertNoflow-InflowMade to Order - PlasticASTM D 1248For 24" dia.09/23/96 33 05 13 Manhole InsertSouthwestern Packing & Seals, Inc.LifeSaver - Stainless SteelFor 24" dia.09/23/96 33 05 13 Manhole InsertSouthwestern Packing & Seals, Inc.TetherLok - Stainless SteelFor 24" dia* From Original Standard Products ListClick to Return to the Table of Content9Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Pipe Casing Spacers 33-05-24 (07/01/13)11/04/02Steel Band Casing SpacersAdvanced Products and Systems, Inc.Carbon Steel Spacers, Model SI02/02/93Stainless Steel Casing SpacerAdvanced Products and Systems, Inc.Stainless Steel Spacer, Model SSI04/22/87Casing SpacersCascade Waterworks ManufacturingCasing Spacers09/14/10Stainless Steel Casing SpacerPipeline Seal and InsulatorStainless Steel Casing SpacerUp to 48"09/14/10Coated Steel Casin SpacersPipeline Seal and InsulatorCoated Steel Casin SpacersUp to 48" 05/10/11Stainless Steel Casing SpacerPowerseal4810 PowerchockUp to 48"03/19/18Casing SpacersBWMSS-12 Casing Spacer(Stainless Steel)03/19/18Casing SpacersBWMFB-12 Casing Spacer (Coated Carbon Steel) for Non_pressure Pipe and Grouted Casing* From Original Standard Products ListClick to Return to the Table of Content10Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Pipes/Ductile Iron 33-11-10(1/8/13)*33 11 10 Ductile Iron PipeGriffin Pipe Products, Co.Super Bell-Tite Ductile Iron Pressure Pipe, AWWA C150, C1513" thru 24"08/24/18 33 11 10 Ductile Iron PipeAmerican Ductile Iron Pipe Co.American Fastite Pipe (Bell Spigot)AWWA C150, C1514" thru 30"08/24/18 33 11 10 Ductile Iron PipeAmerican Ductile Iron Pipe Co.American Flex Ring (Restrained Joint)AWWA C150, C1514" thru 30"*33 11 10 Ductile Iron PipeU.S. Pipe and Foundry Co.AWWA C150, C151*33 11 10 Ductile Iron PipeMcWane Cast Iron Pipe Co.AWWA C150, C151* From Original Standard Products ListClick to Return to the Table of Content11Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Utility Line Marker (08/24/2018)* From Original Standard Products ListClick to Return to the Table of Content12Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Coatings/Epoxy 33-39-60 (01/08/13)02/25/02Epoxy Lining SystemSauereisen, IncSewerGard 210RSLA County #210-1.3312/14/01Epoxy Lining SystemErtech Technical CoatingsErtech 2030 and 2100 Series04/14/05Interior Ductile Iron Pipe CoatingInduronProtecto 401ASTM B-117Ductile Iron Pipe Only01/31/06Coatings for Corrosion ProtectionChestertonArc 791, S1HB, S1, S2Acid Resistance TestSewer Applications8/28/2006Coatings for Corrosion ProtectionWarren EnvironmentalS-301 and M-301Sewer Applications* From Original Standard Products ListClick to Return to the Table of Content13Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Coatings/Polyurethane* From Original Standard Products ListClick to Return to the Table of Content14Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Combination Air Valves 05/25/18 33-31-70 Air Release ValveA.R.I. USA, Inc.D025LTP02(Composite Body)2"* From Original Standard Products ListClick to Return to the Table of Content15Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/Concrete*E1-04 Conc. Pipe, ReinforcedWall Concrete Pipe Co. Inc.ASTM C 76*E1-04 Conc. Pipe, ReinforcedHydro Conduit CorporationClass III T&G, SPL Item #77ASTM C 76*E1-04 Conc. Pipe, ReinforcedHanson Concrete ProductsSPL Item #95-Manhole, #98- PipeASTM C 76*E1-04 Conc. Pipe, ReinforcedConcrete Pipe & Products Co. Inc.ASTM C 76* From Original Standard Products ListClick to Return to the Table of Content16Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipe Enlargment System (Method)33-31-23 (01/18/13)PIM SystemPIM CorporationPolyethylenePIM Corp., Piscata Way, N.J. Approved PreviouslyMcConnell SystemsMcLat ConstructionPolyethyleneHouston, TexasApproved PreviouslyTRS SystemsTrenchless Replacement SystemPolyethyleneCalgary, CanadaApproved Previously* From Original Standard Products ListClick to Return to the Table of Content17Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipe/Fiberglass Reinforced Pipe 33-31-13(1/8/13)7/21/97 33 31 13 Cent. Cast Fiberglass (FRP)Hobas Pipe USA, Inc.Hobas Pipe (Non-Pressure)ASTM D3262/D375403/22/10 33 31 13 Fiberglass Pipe (FRP)AmeronBondstrand RPMP PipeASTM D3262/D375404/09/21Glass-Fiber Reinforced Polymer Pipe (FRP)Thompson Pipe GroupThompson Pipe (Flowtite)ASTM D3262/D37544/14/05Polymer Modified Concrete PipeAmitech USAMeyer Polycrete PipeASTM C33, A276, F4778" to 102", Class V06/09/10E1-9 Reinforced Polymer Concrete PipeUS Composite PipeReinforced Polymer Concrete PipeASTM C-76* From Original Standard Products ListClick to Return to the Table of Content18Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/HDPE 33-31-23(1/8/13)*High-density polyethylene pipePhillips Driscopipe, Inc.Opticore Ductile Polyethylene PipeASTM D 12488"*High-density polyethylene pipePlexco Inc.ASTM D 12488"*High-density polyethylene pipePolly Pipe, Inc.ASTM D 12488"High-density polyethylene pipeCSR Hydro Conduit/Pipeline SystemsMcConnell Pipe EnlargementASTM D 1248* From Original Standard Products ListClick to Return to the Table of Content19Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/PVC (Pressure Sewer) 33-11-12 (4/1/13)12/02/11 33-11-12 DR-14 PVC Pressure PipePipelife JetstreamPVC Pressure PipeAWWA C9004" thru 12"10/22/14 33-11-12 DR-14 PVC Pressure PipeRoyal Building ProductsRoyal Seal PVC Pressure PipeAWWA C9004" thru 12"* From Original Standard Products ListClick to Return to the Table of Content20Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/PVC* 33-31-20 (7/1/13)*33-31-20 PVC Sewer PipeJ-M Manufacturing Co., Inc. (JM Eagle)SDR-26ASTM D 30344" - 15"12/23/97* 33-31-20 PVC Sewer PipeDiamond Plastics CorporationSDR-26ASTM D 30344" thru 15"*33-31-20 PVC Sewer PipeLamson Vylon PipeASTM F 7894" thru 15"01/18/18 33-31-20 PVC Sewer PipeVinyltech PVC PipeGravity SewerASTM D30344" thru 15"11/11/98 33-31-20 PVC Sewer PipeDiamond Plastics Corporation "S" Gravity Sewer PipeASTM F 67918" to 27"*33-31-20 PVC Sewer PipeJ-M Manufacturing Co, Inc. (JM Eagle)SDR 26/35 PS 115/46ASTM F 67918" - 28"09/11/12 33-31-20 PVC Sewer PipePipelife Jet StreamSDR-26 and SDR-35ASTM F-67918"05/06/0533-31-20PVC Solid Wall PipeDiamond Plastics CorporationSDR 26/35 PS 115/46ASTM F-67918" to 48"04/27/0633-31-20PVC Sewer Fittings HarcoSDR-26 and SDR-35 Gasket Fittings ASTM D-3034, D-1784, etc4" - 15"*33-31-20PVC Sewer FittingsPlastic Trends, In.cGasketed PVC Sewer Main FittingsASTM D 30343/19/2018 33 31 20 PVC Sewer PipePipelife Jet StreamSDR 35ASTM F67918"- 24"3/19/2018 33 31 20 PVC Sewer PipePipelife Jet StreamSDR 26ASTM D30344"- 15"3/29/2019 33 31 20Gasketed Fittings (PVC)GPK Products, Inc.SDR 26ASTM D3034/F-6794"- 15"10/21/2020 33 31 20 PVC Sewer PipeNAPCOSDR 26ASTM D30344" - 15"10/22/2020 33 31 20 PVC Sewer PipeSanderson Pipe Corp.SDR 26ASTM D30344"- 15"10/21/2020 33 31 20 PVC Sewer PipeNAPCOSDR 26/35 PS 115/46ASTM F-67918"- 36"* From Original Standard Products ListClick to Return to the Table of Content21Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/Rehab/CIPP 33-31-12 (01/18/13)*Cured in Place PipeInsituform Texark, IncASTM F 121605/03/99Cured in Place PipeNational Envirotech GroupNational Liner, (SPL) Item #27ASTM F-1216/D-581305/29/96Cured in Place PipeReynolds Inc/Inliner Technolgy (Inliner USA)Inliner TechnologyASTM F 1216* From Original Standard Products ListClick to Return to the Table of Content22Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/Rehab/Fold & Form*Fold and Form PipeCullum Pipe Systems, Inc.11/03/98Fold and Form PipeInsituform Technologies, Inc.Insituform "NuPIpe"ASTM F-1504Fold and Form PipeAmerican Pipe & Plastics, Inc.Demo. Purpose Only12/04/00Fold and Form PipeUltralinerUltraliner PVC Alloy PipelinerASTM F-1504, 1871, 186706/09/03Fold and Form PipeMiller Pipeline Corp.EX MethodASTM F-1504, F-1947Up to 18" diameter* From Original Standard Products ListClick to Return to the Table of Content23Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/Open Profile Large Diameter09/26/91 E100-2 PVC Sewer Pipe, RibbedLamson Vylon PipeCarlon Vylon H.C. Closed Profile Pipe,ASTM F 67918" to 48"09/26/91 E100-2 PVC Sewer Pipe, RibbedExtrusion Technologies, Inc.Ultra-Rib Open Profile Sewer PipeASTM F 67918" to 48"E100-2 PVC Sewer Pipe, RibbedUponor ETI Company11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Double WallAdvanced Drainage Systems (ADS) SaniTite HP Double Wall (Corrugated)ASTM F 273624"-30"11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Triple WallAdvanced Drainage Systems (ADS)SaniTite HP Triple Wall PipeASTM F 276430" to 60"05/16/11Steel Reinforced Polyethylene PipeConTech Construction ProductsDurmaxxASTM F 256224" to 72"* From Original Standard Products ListClick to Return to the Table of Content24Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Appurtenances 33-12-10 (07/01/13)01/18/18 33-12-10 Double Strap SaddleRomac202NS Nylon CoatedAWWA C8001"-2" SVC, up to 24" Pipe08/28/02Double Strap SaddleSmith Blair #317 Nylon Coated Double Strap Saddle07/23/12 33-12-10 Double Strap Service SaddleMueller CompanyDR2S Double (SS) Strap DI SaddleAWWA C8001"-2" SVC, up to 24" Pipe10/27/87Curb Stops-Ball Meter ValvesMcDonald6100M,6100MT & 610MT 3/4" and 1"10/27/87Curb Stops-Ball Meter ValvesMcDonald4603B, 4604B, 6100M, 6100TM and 6101M 1½" and 2"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesFord Meter Box Co., Inc.FB600-7NL, FB1600-7-NL, FV23-777-W-NL, L22-77NLAWWA C8002"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesFord Meter Box Co., Inc.FB600-6-NL, FB1600-6-NL, FV23-666-W-NL, L22-66NLAWWA C8001-1/2"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesFord Meter Box Co., Inc.FB600-4-NL, FB1600-4-NL, B11-444-WR-NL, B22444-WR-NL, L28-44NLAWWA C8001"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesMueller Co., Ltd.B-25000N, B-24277N-3, B-20200N-3, H-15000N, , H-1552N, H142276NAWWA C800, ANSF 61, ANSI/NSF 3722"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesMueller Co., Ltd.B-25000N, B-20200N-3, B-24277N-3,H-15000N, H-14276N, H-15525NAWWA C800, ANSF 61, ANSI/NSF 3721-1/2"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesMueller Co., Ltd.B-25000N, B-20200N-3,H-15000N, H-15530NAWWA C800, ANSF 61, ANSI/NSF 3721"01/26/00Coated Tapping Saddle with Double SS StrapsJCM Industries, Inc.#406 Double Band SS Saddle1"-2" Taps on up to 12" 0/5/21/12 33-12-25 Tapping Sleeve (Coated Steel)JCM Industries, Inc.412 Tapping Sleeve ESSAWWA C-223Up to 30" w/12" Out05/10/11Tapping Sleeve (Stainless Steel)Powerseal3490AS (Flange) & 3490MJ4"-8" and 16"02/29/12 33-12-25 Tapping Sleeve (Coated Steel)RomacFTS 420AWWA C-223U p to 42" w/24" Out02/29/12 33-12-25 Tapping Sleeve (Stainless Steel)RomacSST Stainless SteelAWWA C-223Up to 24" w/12" Out02/29/12 33-12-25 Tapping Sleeve (Stainless Steel)RomacSST III Stainless SteelAWWA C-223Up to 30" w/12" Out05/10/11Joint Repair ClampPowerseal3232 Bell Joint Repair Clamp4" to 30"Plastic Meter Box w/Composite LidDFW Plastics Inc.DFW37C-12-1EPAF FTWPlastic Meter Box w/Composite LidDFW Plastics Inc.DFW39C-12-1EPAF FTW08/30/06Plastic Meter Box w/Composite LidDFW Plastics Inc.DFW65C-14-1EPAF FTWClass "A"Concrete Meter BoxBass & HaysCMB37-B12 1118 LID-9Concrete Meter BoxBass & HaysCMB-18-Dual 1416 LID-9Concrete Meter BoxBass & HaysCMB65-B65 1527 LID-9* From Original Standard Products ListClick to Return to the Table of Content25Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Bolts, Nuts, and Gaskets 33-11-05 (01/08/13)* From Original Standard Products ListClick to Return to the Table of Content26Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Combination Air Release 33-31-70 (01/08/13)*E1-11 Combination Air Release ValveGA Industries, Inc.Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A 240 - float, ASTM A 307 - Cover Bolts1" & 2"*E1-11 Combination Air Release ValveMultiplex Manufacturing Co.Crispin Air and Vacuum Valves, Model No. 1/2", 1" & 2"*E1-11 Combination Air Release ValveValve and Primer Corp.APCO #143C, #145C and #147C1", 2" & 3"* From Original Standard Products ListClick to Return to the Table of Content27Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Dry Barrel Fire Hydrants 33-12-40 (01/15/14)10/01/87 E-1-12 Dry Barrel Fire HydrantAmerican-Darling ValveDrawing Nos. 90-18608, 94-18560AWWA C-50203/31/88 E-1-12 Dry Barrel Fire HydrantAmerican Darling ValveShop Drawing No. 94-18791 AWWA C-50209/30/87 E-1-12 Dry Barrel Fire HydrantClow CorporationShop Drawing No. D-19895AWWA C-50201/12/93 E-1-12 Dry Barrel Fire HydrantAmerican AVK CompanyModel 2700AWWA C-50208/24/88 E-1-12 Dry Barrel Fire HydrantClow CorporationDrawings D20435, D20436, B20506AWWA C-502E-1-12 Dry Barrel Fire HydrantITT Kennedy ValveShop Drawing No. D-80783FWAWWA C-50209/24/87 E-1-12 Dry Barrel Fire HydrantM&H Valve CompanyShop Drawing No. 13476AWWA C-50210/14/87 E-1-12 Dry Barrel Fire HydrantMueller CompanyShop Drawings No. 6461 A-423 CenturionAWWA C-50201/15/88E1-12 Dry Barrel Fire HydrantMueller CompanyShop Drawing FH-12A-423 Super Centurion 200AWWA C-50210/09/87 E-1-12 Dry Barrel Fire HydrantU.S. Pipe & FoundryShop Drawing No. 960250AWWA C-50209/16/87 E-1-12 Dry Barrel Fire HydrantWaterous CompanyShop Drawing No. SK740803AWWA C-50208/12/16 33-12-40 Dry Barrel Fire HydrantEJ (East Jordan Iron Works)WaterMaster 5CD250* From Original Standard Products ListClick to Return to the Table of Content28Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Meters02/05/93 E101-5 Detector Check MeterAmes CompanyModel 1000 Detector Check ValveAWWA C5504" - 10"08/05/04Magnetic Drive Vertical TurbineHerseyMagnetic Drive VerticalAWWA C701, Class 13/4" - 6"* From Original Standard Products ListClick to Return to the Table of Content29Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Pipes/PVC (Pressure Water) 33-31-70 (01/08/13)01/18/18 33-11-12 PVC Pressure PipeVinyltech PVC PipeDR14AWWA C900, AWWA C605, ASTM D17844"-12"3/19/2018 33 11 12 PVC Pressure PipePipelife Jet StreamDR14AWWA C9004"-12"3/19/2018 33 11 12 PVC Pressure PipePipelife Jet StreamDR18AWWA C90016"-24"5/25/2018 33 11 12 PVC Pressure PipeDiamond Plastics CorporationDR 14AWWA C9004"-12"5/25/2018 33 11 12 PVC Pressure PipeDiamond Plastics CorporationDR 18AWWA C90016"-24"12/6/2018 33 11 12 PVC Pressure PipeJ-M Manufacturing Co., Inc d/b/a JM EagleDR 14AWWA C900-16UL 1285ANSI/NSF 61FM 16124"-28"12/6/2018 33 11 12 PVC Pressure PipeJ-M Manufacturing Co., Inc d/b/a JM EagleDR 18AWWA C900-16UL 1285ANSI/NSF 61FM 161216"-24"9/6/2019 33 11 12 PVC Pressure PipeUnderground Solutions Inc.DR14 Fusible PVCAWWA C9004" - 8"9/6/2019 33 11 12 PVC Pressure PipeNAPCODR18AWWA C90016" - 24"9/6/2019 33 11 12 PVC Pressure PipeNAPCODR14AWWA C9004"- 12"9/6/2019 33 11 12 PVC Pressure PipeSanderson Pipe Corp.DR14AWWA C9004"- 12"* From Original Standard Products ListClick to Return to the Table of Content30Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Pipes/Valves & Fittings/Ductile Iron Fittings 33-11-11 (01/08/13)07/23/92E1-07 Ductile Iron FittingsStar Pipe Products, Inc.Mechanical Joint FittingsAWWA C153 & C110*E1-07 Ductile Iron FittingsGriffin Pipe Products, Co.Mechanical Joint FittingsAWWA C 110*E1-07 Ductile Iron FittingsMcWane/Tyler Pipe/ Union Utilities DivisionMechanical Joint Fittings, SSB Class 350AWWA C 153, C 110, C 11108/11/98E1-07 Ductile Iron FittingsSigma, Co.Mechanical Joint Fittings, SSB Class 351AWWA C 153, C 110, C 11202/26/14E1-07 MJ FittingsAccucastClass 350 C-153 MJ FittingsAWWA C1534"-12"05/14/98E1-07 Ductile Iron Joint RestraintsFord Meter Box Co./Uni-FlangeUni-Flange Series 1400 AWWA C111/C1534" to 36"05/14/98E1-24 PVC Joint RestraintsFord Meter Box Co./Uni-FlangeUni-Flange Series 1500 Circle-LockAWWA C111/C1534" to 24" 11/09/04E1-07 Ductile Iron Joint RestraintsOne Bolt, Inc.One Bolt Restrained Joint FittingAWWA C111/C116/C1534" to 12"02/29/12 33-11-11 Ductile Iron Pipe Mechanical Joint RestraintEBAA Iron, Inc.Megalug Series 1100 (for DI Pipe)AWWA C111/C116/C1534" to 42"02/29/12 33-11-11 PVC Pipe Mechanical Joint RestraintEBAA Iron, Inc.Megalug Series 2000 (for PVC Pipe)AWWA C111/C116/C1534" to 24"08/05/04E1-07 Mechanical Joint Retainer Glands(PVC)Sigma, Co.Sigma One-Lok SLC4 - SLC10AWWA C111/C1534" to 10"03/06/19 33-11-11 Mechanical Joint Retainer Glands(PVC)Sigma, Co.Sigma One-Lok SLCS4 - SLCS12AWWA C111/C1534" to 12"08/05/04E1-07 Mechanical Joint Retainer Glands(PVC)Sigma, Co.Sigma One-Lok SLCEAWWA C111/C15312" to 24"08/10/98E1-07 MJ Fittings(DIP)Sigma, Co.Sigma One-Lok SLDEAWWA C1534" - 24"10/12/10E1-24 Interior Restrained Joint SystemS & B Techncial ProductsBulldog System ( Diamond Lok 21 & JM Eagle ASTM F-16244" to 12"08/16/06E1-07 Mechanical Joint FittingsSIP Industries(Serampore)Mechanical Joint FittingsAWWA C1534" to 24"11/07/16 33-11-11 Mechanical Joint Retainer GlandsStar Pipe Products, Inc.PVC Stargrip Series 4000ASTM A536 AWWA C11111/07/16 33-11-11 Mechanical Joint Retainer GlandsStar Pipe Products, Inc.DIP Stargrip Series 3000ASTM A536 AWWA C11103/19/18 33-11-11 Mechanical Joint Retainer GlandsSIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Black For DIPASTM A536 AWWA C1113"-48"03/19/18 33-11-11 Mechanical Joint Retainer GlandsSIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Red for C900 DR14 PVC PipeASTM A536 AWWA C1114"-12"03/19/18 33-11-11 Mechanical Joint Retainer GlandsSIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Red for C900 DR18 PVC PipeASTM A536 AWWA C11116"-24"* From Original Standard Products ListClick to Return to the Table of Content31Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Pipes/Valves & Fittings/Resilient Seated Gate Valve* 33-12-20 (05/13/15)Resilient Wedged Gate Valve w/no GearsAmerican Flow ControlSeries 2500 Drawing # 94-2024716"12/13/02Resilient Wedge Gate ValveAmerican Flow ControlSeries 2530 and Series 2536AWWA C51530" and 36"08/31/99Resilient Wedge Gate ValveAmerican Flow ControlSeries 2520 & 2524 (SD 94-20255)AWWA C51520" and 24"05/18/99Resilient Wedge Gate ValveAmerican Flow ControlSeries 2516 (SD 94-20247)AWWA C51516"10/24/00E1-26 Resilient Wedge Gate ValveAmerican Flow ControlSeries 2500 (Ductile Iron)AWWA C5154" to 12"08/05/04Resilient Wedge Gate ValveAmerican Flow Control42" and 48" AFC 2500AWWA C51542" and 48"05/23/91E1-26 Resilient Wedge Gate ValveAmerican AVK CompanyAmerican AVK Resilient Seaded GVAWWA C5094" to 12"01/24/02E1-26 Resilient Wedge Gate ValveAmerican AVK Company20" and smaller*E1-26 Resilient Seated Gate ValveKennedy4" - 12"*E1-26 Resilient Seated Gate ValveM&H4" - 12"*E1-26 Resilient Seated Gate ValveMueller Co.4" - 12"11/08/99Resilient Wedge Gate Valve Mueller Co.Series A2361 (SD 6647)AWWA C51516"01/23/03Resilient Wedge Gate ValveMueller Co.Series A2360 for 18"-24" (SD 6709)AWWA C51524" and smaller05/13/05Resilient Wedge Gate ValveMueller Co.Mueller 30" & 36", C-515AWWA C51530" and 36"01/31/06Resilient Wedge Gate ValveMueller Co.Mueller 42" & 48", C-515AWWA C51542" and 48"01/28/88E1-26 Resilient Wedge Gate ValveClow Valve Co.AWWA C5094" - 12"10/04/94Resilient Wedge Gate ValveClow Valve Co.16" RS GV (SD D-20995)AWWA C51516"11/08/99E1-26 Resilient Wedge Gate ValveClow Valve Co.Clow RW Valve (SD D-21652)AWWA C51524" and smaller11/29/04Resilient Wedge Gate Valve Clow Valve Co.Clow 30" & 36" C-515AWWA C51530" and 36" (Note 3)11/30/12Resilient Wedge Gate ValveClow Valve Co.Clow Valve Model 2638AWWA C51524" to 48" (Note 3)05/08/91E1-26 Resilient Seated Gate ValveStockham Valves & FittingsAWWA C 509, ANSI 420 - stem, ASTM A 276 Type 304 - Bolts & nuts4" - 12"*E1-26 Resilient Seated Gate ValveU.S. Pipe and Foundry Co.Metroseal 250, requirements SPL #743" to 16"10/26/16 33-12-20 Resilient Seated Gate ValveEJ (East Jordan Iron Works)EJ FlowMaster Gate Valve & Boxes08/24/18Matco Gate Valve Matco-Norca225 MRAWWA/ANSI C115/An21.154" to 16"* From Original Standard Products ListClick to Return to the Table of Content32Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Pipes/Valves & Fittings/Rubber Seated Butterfly Valve 33-12-21 (07/10/14)*E1-30 Rubber Seated Butterfly ValveHenry Pratt Co.AWWA C-50424"*E1-30 Rubber Seated Butterfly ValveMueller Co.AWWA C-50424"and smaller1/11/99E1-30 Rubber Seated Butterfly ValveDezurik Valves Co.AWWA C-50424" and larger06/12/03E1-30 Valmatic American Butterfly ValveValmatic Valve and Manufacturing Corp. Valmatic American Butterfly Valve.AWWA C-504Up to 84" diameter04/06/07E1-30 Rubber Seated Butterfly ValveM&H ValveM&H Style 4500 & 1450 AWWA C-50424" to 48"03/19/18 33 12 21 Rubber Seated Butterfly ValveG. A. Industries (Golden Anderson)AWWA C504 Butterfly ValveAWWA C-50430"-54"* From Original Standard Products ListClick to Return to the Table of Content33Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Polyethylene Encasement 33-11-10 (01/08/13)05/12/05E1-13 Polyethylene EncasmentFlexsol PackagingFulton Enterprises AWWA C1058 mil LLD05/12/05E1-13 Polyethylene EncasmentMountain States Plastics (MSP) and AEP Ind.Standard HardwareAWWA C1058 mil LLD05/12/05E1-13 Polyethylene EncasmentAEP IndustriesBullstrong by Cowtown Bolt & GasketAWWA C1058 mil LLD09/06/19 33-11-11 Polyethylene EncasmentNorthtown Products Inc. PE Encasement for DIPAWWA C1058 mil LLD* From Original Standard Products ListClick to Return to the Table of Content34Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Sampling Station3/12/96Water Sampling StationWater PlusB20 Water Sampling Station* From Original Standard Products ListClick to Return to the Table of Content35Updated:04/09/2021
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Automatic Flusher10/21/20Automated Flushing SystemMueller HydroguardHG6-A-IN-2-BRN-LPRR(Portable) HG2-A-IN--2-PVC-018-LPLG(Permanent)04/09/21Automated Flushing SystemKupferle Foundry CompanyEclipse #9800wc04/09/21Automated Flushing SystemKupferle Foundry CompanyEclipse #9700 (Portable)* From Original Standard Products ListClick to Return to the Table of Content36Updated:04/09/2021
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
**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 03/19/2021)
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
Updated: 03/19/21
* From Original Standard Products List
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeStorm 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 M33012" - 60" CITY OF FORT WORTHTRANSPORTATION & PUBLIC WORKS DEPARTMENT STORMWATER MANAGEMENT DIVISION STANDARD PRODUCT LISTUpdated: 04/14/21