HomeMy WebLinkAboutContract 55106-PM1CSC No. 55106-PM1
OOOQ LD- 1
TAI3L� OF CONTENTS FORD�VELOPERAWARI7ED PROJECTS
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TABLE OF CONTENTS
DEVELOPER AWARDED PROJECTS
Division 00 - General Conditions
B9 '�T���+��t���ers
vo ��r��,r���cte�f6�c^v-�E�2�
99T� nn u;a�
00 42 43 Proposal Foi7n Unit Price
99��z� �;a ,�,..,,�
00 45 11 Bidders Prequalification's
00 45 12 Prec�ualification 5tatement
04 45 26 Contractor Coi��piiance with Workers' Conipensation Law
8�4�48 --�R;no��rz„�.;.,o � �.,�o.-.,r;�a r�,.�i
00 52 43 Agreeinent
00 6I 25 Certificate of Insurance
00 62 13 Perfoi7nance Bond
OQ 62 14 Paymet�t Bond
00 62 19 Maintenance Bond
QO-;�L n��—Qe�enz�C��s�
nn �� nn c,.,-..,.�o,Y.o„+.,,.., r��..a;�,,.,,�
00 73 10 Standard Ciry Conditions of tfie Construction Contract for Developer Awarded
Projects
Division Ol - General Requiremen#s
Ol 11 00 Summary of Worlc
d 1 25 00 Substitution Procedures
01 31 19 Preconstruction Meetiug
��-��� �H Ee��t�-�ts��e��g��,-�c�e�t�
Oi 32 33 Preconstruction Video
Ol 33 00 Submittals
OI 35 13 Special Project Procedures
O1 45 23 Testug and Inspection Services
O1 50 00 Teinporaiy Facilities and Controls
9-�33�- e+,-oa�u�.a no....,;t .,na h,r�,�;�;,,.,�;,,n� f��,-���„ r�„H�..,.�
O1 57 13 Storm Water Poilution Prevention Plan
9�-3 8-�3-�e��a��e s ��=g�age
O1 60 00 Product Req�ziremenEs
O1 6b 00 Product Storage and Handling Requirements
�i�cLnn_ n4e '��tie��e� ^�rz-�t�en
O1 74 23 Cleaning
01 77 19 Closeout Requirements
O1 78 23 Operation and Maintenance Data
�1 78 39 Project Record Doclunents
CITY OP FORT WOATH Berkshire MF—Phase 1
STANDARD CONSTRUCTION SPECIFICATI4N DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 102776
Revised Septem6er 1, 26i5
00 0o io- z
TABLE OF GONTENTS FOR DEVELOPER AWARD�D PROd�CTS
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Technical Specifications which have been modified by the Engineer speciiicalfy for this
Project; hard copies are included in the Project's Contract Documents
Division 2 — Existing Canditians
None
Division 03 — Concrete
Nane
Division 2G — Electrical
Nane
Division 31 — Earthwork
None
Division 32 — Exterior Impi�ovements
None
Division 33 — Utiliiies
None
Division 34 — Transportation
None
TxDOT Spetifcat�ons Used
Item 466 H�adwalls aisd Wir�gwalls
Technical specifications listed below are included far tl�is project by reference and can be
viewedl downloaded from the City's Website at:
l�tt»;//Iort���ortlitexas. �o�•/tp�v/contractors!
or from tlie City's Buzzsaw at:
ht»s:/l�rojectpoi�lt.l�uzzsa�v.cain/clientlfortworthgovlResources/02%�0-
%2UConstrtkecion°/u20Documents/Specificatioils
Division 02 - Existing Conditions
9`? 41z� cnia,.�;.,e c:+e ne...,.i:+;,,n
tJz ��rrrJs D...,;,, .. A a„�.,:..,1
Division 03 - Concrete
�� nn r�n�+ r., ni.,.,e r�,,,,,..•o+e
�?�—�1i 1� f'.,...,«.,+., 17.,�., TR.,+.,,.�.,1 f'.,r Tr..,,,..1, A._,,,,.,;«
CITY OF FORT WORTH Berkshire MF— Phase l
STANDAAD CONSTRUCTION 5PECIFICATION DOCUN3ENTS — DEVELOPER AWAADEd PEtOJEGTS Ciry Project No. I02776
Revised September 1, 2U15
0o ao io- 3
T.4BLE OF COI�ITENTS FOR DEV�LOPER AWARDED PRQJ�CTS
Page 3 of S
� 1 4
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3 �-v�7�a��$�'xr vizrcc�i$ci�--�ry`S4@i�S�
4 �6-0�-��' v,,,,e..,.,., „�a n,..,o�, �,,,• �io,.«,.;,.<,� ��.���
5 ?�����'.- TT..,a,,..n�,,,,..,a r�..,,�,. ,,..,� n,,.,,,.. „ .. � ,. �i,,,,+..;,..,i c.,�*o.,-,�
6 Divisian 3I - Earthwork
7 31 10 QO Site Clearing
S 31 23 16 Unclassified Excavation
9 ��z�? � ��e�e��F
10 �r2-4 nn �,,,i...,.,7r...,o„+�.
11 31 25 0� E:rosioa and Sediment Controi
12 �� � nn r�..��:,.,,�
13 31 37 00 Riprap
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15 Divisiou 32 - Exterior Improvernen#s
16
f7
i $ a���� ��te�e�ry�ep�r•
E9 i�� €�e����Rse����es
20 3z.�4i-�n r; o-r,.o.,.oa �.,�e r�..,,,.�a�
2I�z�'�� r�o<Y,o,,. ��.�a n,,.,,. r�,.,,...,,.n
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23 �Z—�.`�'� n,,.-.i,.,i« n.,.,;,,.. r.-,,,,i� Ca„i.,.,t�.
24 � ��� E�ne-�e�e��
25 ���z. c.ao.:...rt�� ri.-;.�vu,.,.... .,,,a n.,...�,... �,.,,.. n.,,......n
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27 �i�'� '�--«�zc�.�������g
28 3� r,,...,....,r-., r-+,.,.t, „�,.a r�,.++,,,.� .,,,,a �r.,iiv., ra,,.to..�
29 ���'�-� n.,, o o,.� na.,,.� ;
3Q ��z�r i� r-,ti,,.r r:�ir �„r,.,,� ,,,,a r�.,+o�
31 ��r2� �x�;,-o �a„ e „a r�.,�e�
32 �''�z W� ^�e�c��a�e�
33 ��-�3 r..,,+ :, nt..,.,, r,,,,,,,.,_,+,, no+,,;.,;,,,, `a�.,tr�
34 � oy yo rr,...�n;i ❑i�„a,.,,an�_.,�a��n».,t�.H,.,,�n,,,.i.,�,,,t.,,
35 '�� �-�� - u�„a..,, n,r„iA�.<r., c„�,a;,,.� �„� c,.,�a;,,,�
a> > �
36 3Ji7��� T..eoR .,,�,7 C�1,.�,4.�
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38 Division 33 - iTtilities
39 33 01 30 Sewer and Manhole Testing
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41 �3-�0� in �.,..,,�� n.,.,,r:�,� ��r�;�M;., �..,... o_..,r.,�.�„
A^ n� in T,.;,,+n�,,a•r.� ,a �t,,,,r,.•,,,,i rn,.i.,+;,,,,
`hL '�'��7TT�T�'12]:U'-DIIliCli2i�-G11ILrLCl+rrtiAil���L-14pzRcloII
nn i i r� � r� +,.,.y �ro„+ c+..+:...-,�
43 ���n�Gs��r�n��s����a��
44 33 04 12 Magnesium Anode Cathodic Prakection System
45
46 33 04 40 Cleaning and Acceptance Testing of Water Mains
47 33 OS IO Utility Trench Excavation, Ert�bedment, and Bacicfill
48 33 OS I2 Water Line Lowering
49 33 OS I3 Frame, Cover and Grade Rings
50 33 O5 14 Adjusting Manhales, I:nlets, Valve Boxes, and Other Structures to Grade
CIl'Y OF FOFLT WORTH 8�rkshire MF — Phase 1
STANDARD CONSTRUCTION SPECIEICATION DOCUMENTS —DEVELOPER AWARDED PROl�CTS City Project No. 10277G
Revised Scptember l, 2015
00 00 10- 4
TABLE OF CONTENTS FOR D�VELOPER AWARDE� PROJECTS
Page 4 of5
1 33 OS � 6 Concrete Water Vaults
2 33 OS 17 Coucrete Collars
3 � ���� �g "��
4 �'��r� i -r„rnoi r: ,- n� �fo
5 .�
b ��-0�.'� u.,,,a �,-„�.,e�,,,,�
7 3�-0�� 2-4 r.,�+..ii,,.;,,., ,.� r-�.,....;,,,. n;�,, ;,, r�.,�;,,,, ,,,. -r,,,,,,oi r; .- ni.,so
8 ���,�� rT�:r:«.. r�„ 7 o,-��r �,.,,+,,,.�
9 33 �5 3a Exploratory Excavatian for Existing Utilities
10 33 1 I 10 Ductile Lon Pipe
11 33 11 11 Ductile Iron Fittings
12 33 11 12 Polyvinyl Chloride (PVC) Pressu��e Pipe
13 � , ,
14 �� , , , n �.,..:��ee� ���t��s
15 ��-y � y n �x�.,f,,.. c,.,�.:.,,,n i .,t, ,�„ �:.,.,t,
16 33 12 1 I Large Water Meters
17 33 12 2fl Resiliezlt Seated Gata Valve
18 ���z� n�xn�rn n„t-.t..or ce.,+ea �„++er�., v.,t.,a„
19 33 12 25 Cormectio�i to E�sting Water Mains
20 �� i� �n r�,.....t�;,,.,�:�� n;.-t�.,i.,e n��e,v.t.�;o� �.-n,.t��..�o Yxr_n+n,-_�y���:=_�
21
22 a�z��-9 �ar.,�,,,. c.,.rrr„ c,-.,+;,,,-,�
23 ���'-z.`L-���.-..,. ,.����,
24
Z5 »�iT� �vcr`��S�eC�i��O3'6EE�'�B �9�e��t"�Vz��
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27 33 31 20 Polyvinyl Chloride {PVC) Gravity Sanitary Sewer Pipe
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29 �3�z �:,. r :
30 �'�' ��a c,,,.,.,,..,, c,,.,.,,.. n;�,,, G..r.,....o,,,o„+
31 33 31 50 Sanitary Sewer Service Connections and Service Line
32
33 33 39 10 Cast-in-Place Conci•ete Manholes
34 33 39 2Q Precast Concrete Manholes
35 33 39 30 Fiberglass Manhales
36 33 39 40 Wastewater Access Chamber (WAC)
37 33 39 60 Epoxy Lizaers far Sanitaiy �ewer Stiuctures
38 33 41 10 Reinforced Concrete Storm Sewer PipelCulverts
39 ��Ty '���rr�e���e
4D
41 ��' n � n i ���e� ��el�z�s
42 ����€. 0.Z ��e�c'���
43 �� n� 7 n r-� +• 07 n,r.,,,t,.,�e ,,,a r„ +;,.n �,..,e�
��,�. ��ca�c�irrracc "ccrorrvvnc��
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45 33 49 4Q Skonn Drainage Headwalls and Wingwalls
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CITY OF FORT WORTH 8erkshire N� — Phase I
STANDARD CONSTRUCTEON 5PECIFICATION DOCUMEIdTS —DEVELOPER AWARDED PRpJLCrS City Project No. 102776
Revised Septem6er 1, 2015
DO DO 10- �
TABLE OF CONTENTS FOR DEVELQP�R AWACtDED PR07ECTS
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Division 34 - Transportation
�n � i i n �r.�.,��;,, c;,.,,.,r.,
��
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Appendi�
(�r' A.,�;l.,l�,:l:c� ..F'T �,,,aa
�a.� .
GC-4.02 Subsurface and Physical Conditions
�^ . n�-,����-���
r�G n n� u,,,,,���i� .. .,t.,t r�,.,,.�;�;,,.. .,+ c:+e
E�C �����ge-���es
� � n� v,,,.h,;�� .,,,a TT+;i;�;o.,
GR-Ol 60 00 Product Requirements
END OF SECTION
CITY pF FQRT WORTH Berkshire MF — Phase 1
STANDA.RD CONSTRlICTION SPECIEiCAT10N DOCUM�NTS — AEVELOPER AWA[tDED PRO.T�CTS City Praject No. 102776
Revised September l, 2015
00 42 43
DAP - BID PROPOSAL
Pege I oF 13
SECTIOiV 00 42 43
�evefoper Awarded Prpjects - PROP05AL FORIVi
UNIT PRICE BID
Project Item !nk'arrriation
Bidder"s Application
Hiddcr's PropnsaI
Bidlist ]tcm Spccifcation Unit oF Bid
�o Description Section No. Measure Quantity Unit Price
UNIT I: WATER IMPROVEMENTS
1 3312.4107 12" x 8" 7apping Sleeve & Valve 33 �2 25 EA 2 $6,413.00
2 3312.4108 12" x 10" Tapping Slee�e & Valve 33 i2 25 EA 1 $6,705.00
3 3312.3003 8" Gate Valve 33 92 2� EA 2 $1,302.00
4 3312.3004 10" Gate Valve 34 92 20 EA 1 $1,877.00
5 3312.3105 12" Cut-In Gafe Valve 35 12 20 EA 3 $2,358.00
6 3312.0117 Connection to Existing 4"-12" Water Main 33 12 25 EA 3 $1,004.00
7 3312.2203 2" Water Service 33 12 10 EA 1 $2,355.21
8 3312.2802 4" Water Meter and Vault 33 12 11 EA 3 $12,062.00
9 3391.0051 4" bIP Water 33 11 10 LF 57 $5a.00
10 3311.0241 8" Water Pipe 33 11 10 L� 66 $30.00
11 3391.D341 10" Water Pipe 33 11 10 LF 31 $44.00
12 3371.fl001 Ductile Iron Water Fittings wI Restraint 33 11 11 TON 0.25 $12,000.00
13 3305.0709 Trench Safety 33 US 10 LF 154 $0.28
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CITY OF FORT WbRTfti
STANDAR� COPISTRUCTIOM SP@C[F[CAT[DN DOCUMGNTS - DGVLLOPCR AN'ARDLR PROJHCTS
Fam� Version May 22, 2D19
Bid Value
$12,826,40
$6,705.40
$2,604.Q0
$1.877.Q0
$7,474.Q0
$3,OOO.dO
$2,355.21
$36,186.Q0
$2,850.Q0
$1,98�.00
$1,3fi4.00
$3,000.00
$43.12
00 J2 43_B ld PrupuB�l_DAP (062) F. I 3.21
oa az 43
�AP - BID PROPOSAL
Page2 of 13
SECTIDN 00 42 43
beveloper Awarded Projects - F'ROF'OSAL FORM
UNIT PRICE BID
Bidder's Applica#ion
Project Item Infoanation Bidders Proposal
Bidlist Item Specification Unit of Hid
Description UnitPrice 6id Value
No. Section l�o. Measure Quanti4y
44
45
TOTAL t1NIT I: WATER IMPROVEMENTS $81,864.33
CITY OF FORT WORTH
STANT�ARD CONSTRUCTION SPF.CfFfCATiON ➢OCUMENTS - DEVELOPER A W ARDE➢ PR47EC75
Form Vecsion May 22, 2019 00 42 43_Sid Proposa]_�AP (0�2) 1.18.21
Ofl 42 4J
DAP - BiD PROPOSAL
Page 3 of l3
UNIT PRICE BID
sec-rioN ao �z aa
De�e[oper Awarded Projects - PROP05AL FORM
Project �tcm Information
No.
Description
Bidder's Application
Bidder's Proposal
Specifcation [Snitof Bid
Section No. Measure Quantity Un'st Price Bid Value
q 33 11 10, 33 31 LF
3331,4115 8" Sewer Pipe '!2, 33 31 20
33 39 10,
2 3339,1001 �F' Manhole 33 39 20 �A
3 3301.01�'1 Manhoie Vacuum �esfing 33 01 30 LF
4 3301.0002 Post-CCTV Inspection 33 D1 31 LF
5 3305,0113 7rench Water Stops 33 05 15 EA
6 3292.0100 Block 5od Placement 32 92 13 SY
7 3291.0100 Topsoil 32 99 19 GY
8 3305.01Q9 Trench Safety 33 05 10 LF
9
1D
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99
za
2�
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Ci7`Y OF FORT WORTB
STANDARD CONSTRUCTiON SPECIPICAT[ON POCUMENTS - AF.VEi.OPF.R AWARDED PROJECTS
Form Version May 22, 2619
353
$51.85
4 $4,838.00
5 $125.00
353 $1.20
5 $550.40
170 $5.00
85 $5.00
367 $1.00
$18,303.05
$19,352.00
$625,00
$2,752.Q0
$850.Q0
$425.40
$3fi7.00
fl0 4243_Bid PrqposalWDAP (062) k.18.2i
9P 42 43
bAP - Filo PROPOSAL
Page 4 of 13
SECTION 00 42 43
De�eloper Awarded Projects - PROPOSAL FORN€
UNIT PRICE B1D
Bidder's Application
p�roject Item Ittformacion Bidder's Proposai
Sidlist [tem Speciiication Unit of Eid
No, Description Section No. Measure Quantity Unit Prace Bid Valuc
44
45
7q7AL UNIT II: SANITARY S�WER IMPROV�MENTS $43,D97.65
c�ry oF Foar woa�rtr
STA7V�ARD COYSTRUCTIOiV SPECIFiCA7ION DOCUNILNTS - DGVCLOPER AWARPF.� PROJECTS
Form Version M¢y 22, i�19 00 42 43_Bid Praposul_DAP (002) 1.1S.21
nn a2 a5
DqY-RID PROPOSAL
Page 13 of F3
SECTION 00 42 43
Developer Awarded Projects - PR�POSAL FORM
UNIT PRICE BID
Bidder's Application
Project Item Information Hidder's Yra��osal
Bidlist ]tem Speci�ication Unit of Bid
No Description Scciio¢i No. Mcasurc Quantity Unit Pricc Bid Valuc
Bid Summary
UNIT I: WATER IMPROVEMENTS
UNIT IL SANITARY SEWER IMPROVEMENTS
UNIT Ili: �RAIiVAGE IMPROVEMENTS
UNIT IV: PAVING IMPRdVEMENTS
UNIT V: STREET LIGHTING IMPROVEMENTS
UNIT VI: iRAFFIG 51GNAL IMPROVEMENTS
Tota! Construction Bid
This Bid is submitted by the entity named belo�v:
BIDDER:
Ilioss i'tililies, i.LC
33UU Rock Islnu�l Roctd
[rving, 7'exas T�I}60
Contractor agrees to cumplete WOItIC fm� FL1iTAL ACC�PTA�IC� within
CONTRAC'�' commcnces ta rnn as providcd in thc Ccner�l Canditions.
B1': Austin 1'indLiv
A��.fi,w� F�ndLo.�.�f
TITL�: E'rojecl,tilanager
DATE; if1812U21
END OT SECTION
$ S 1,864.33
� $43,097.65
$124,969.98
90 tivorldng days after llie date wl�en the
CITY OF FORT WORTH
STAMIAR➢ CONSTRUCTiON SPECiFfCATTON DOCUtv�ENTS - DEVELOPER AR'ARDEB PROIECTS
Farm 4'ersion Muy 2?, 2019 00 42 d3 Bid Proposnl_OAP (OU2) 1.19.23
4/30/20214/30/2021
004526-1
CONTRACTOR COMPLIANCE WIT�i WORKER'S COMPENSATION LAW
Page 1 of 1
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�
4U
SECTION 00 45 2G
CONTRACTOR C�MPLIANCE WITH WORKER'S COMPEN�ATION LAW
Pursuant to Texas Labor Code Section 406.096(a), as arnended, Contractor certifies that it
provides worker's compensation insurance coverage for all of its employees etnployed on City
Project No. 102776. Contractar further certifies that, pursuant to Te�s Labor Code, Section
406.09b(b), as amended9 it will provide to City its subcontractor's certificates of compliance with
warker's compensation coverage.
CQNTRACTOR:
Moss Utilities, LLC. By:
Company
3300 Rack Island Road Sigz�a
Address
Irvin TX 75060 Title: �� `C�S��� �
CitylState/Zip (Please Print)
THE STATE OF TEXAS §
COUNTY OF' TAKRANT §
�B ORE E, t e u ersigned authority, on this day personally a�peared
� , kno�uvn to me to be the person whose name is subscribed to the
foregoing instrument, and acknowledged to me that he/she executed the satne as the act and de�d
of Moss Utiiities, LLC for the purposes anci consideration therein expressed and in t�e capacity
therein stated.
GNEN i.1NDER MY HAND AND SEAL OF OFFICE this day of
,1 � �j , 2021.
�
Notary P lic in and for the tate of Tex s
I �►1 II�] �.y �C�11 Y [�7►1
CITY OF FORT WORTH
STAI�FDARD CONSTAUCTION SPECiFICATION DOCUMENTS
Revised April 2, 2014
,`p4Y AVe HAYLlE WEATHERS$Y
i�rn iVot�ry iD #1321fl58b2
��, � My Commissian Fxpires
�TE OF �'* JutY 24, 2023
Berkshire MF— Phase I
City Project Na. 10277b
01/21/2021
005243-2
Developer Awarcied ProjecY Agrcement
Page 2 of 4
37 Article 4. C�NTRACT �'RICE
38 Develope�• agrees to pay Contractor for performance af the Wark in accordance with the Contract
39 Docurnents an amouni in current funds of ONE HUNDRED TWENTY-FOUR THOU�AND
40 NINE-HUNDRED SIXTY ONE AND 98/100 Dollars ($124,961.98).
41 Article 5. CONTRACT DOCUMENTS
42 5.1 CONTENTS:
43 A. The Contract Docunients which comprise the en�ire agreement between Developer and
44 Contractar co�cenaing the Work consist of the following:
45 1. This Agreement.
46
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49
SQ
SI
52
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56
5'7
58
59
60
2. Attachments to this Agreement:
a. Bid Form (As provided by Developer)
1} Proposal Form (DAP Version)
2) Prequalificatian Statez�ent
3) State and �'ederal documents (pYoject specific)
b. Insurance ACORD Form(s)
c. Payinent Bond {DAP Versionj
d. Per%nnance Bond (DAP Version)
e. Maintenance Bond (DAP Version}
f. Power of Attarn�y far the Bonds
g. Worker's Compensatian Affidavit
h. MBE and/or SBE Conamiiment Form (If required)
3. Standard City General Conditions of the Construction Contract for Developer
Awarded Prajects.
4. Supplennentary Conditions.
61 5. Speci�ca�ions specifically made a part of the Contract Documej�ts by attachment
62 or, if not attached, as incorparated by refez'ence and desc�ibed in the Table of
63 Contents of the Project's Contxact Documents.
64 6. Drawings.
65 7. Addeuda.
66
s�
b8
69
70
71
72
73
74
8. Dacumentation submitted by Con�ractor 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. Natice to Proceed.
b. Field Orders.
c. Change Orders.
d. Letter of Final Acceptance.
C1TY OF FORT WORTH Berkshire tYIF—Phase I
STA3�IDARD CONSTRi1CTTON SPECIPTCATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project Na. 102776
Aevised 3une 16, 2016
oa sz a3 - 3
Developer Awaxded Project Agreement
Page 3 of 4
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Article 6. INDEMNI�ICATION
6.1 Contractor covenants and agrees ta indemnify, hold haxmless and defend, at its own
e�cpense, th;e cRty, its officers, servants and employees, from and against a�y and ail
claims arising out of, ar alleged �o arise out of, Ehe wark and services to be perfoar�ed
by the cantractor, ifs afficers, agents, employees, subcantractors, Iicenses ar invitees
under this contract. This indemnification rovision is s eci�call intended to o erate
and be effective evet� af xt is aIIe eg d or proven that all or some of the damages__bein�
sou ht were caused in whole or in art b a�► act omissian ar ne li ence of the ci .
This indemniEy �ravisian is intended ta include, without limitatian, indemnity for
costs, exper�ses and legal fees incurred by the city in defending agaianst such c�aims and
causes of actions.
6.2 Contractor cove�ants and agrees to indernnify and ho�d harmless, at its Qwn expense,
the ci[y, its of�cers, servants and employees, from and against any and all lnss, damage
or destruction of property of the city, arising out of, or alleged to arise o[�t of, the wo�r�
and services to be perfartned by the contractar, its officers, agents, employees,
subcantractors, licensees or invitees under this contract. This indemni�ication
provision is speci�caliv inte�ded to operate and be effective even if it is alleged or
prove� that all or some of the damages being sought were caused, in whole or i� part,
bv anY act, omission or ne�ii�ence of the citY.
Article 7. MISCELLANEOUS
97 7.1 Terms.
98 Terms used in this Agraement are defi�ed in Article 1 of the Standard City Conditions of
99 the Construction Contract for Developer Awarded Projectse
100 7.2 Assignment of Contract.
101 This Aga.�eernent, including all of the Contract Documents may not be assign�d by the
102 Contractor witho�.Yt the advanced express wiritten consent of the Developer.
103 7.3 �uccessors and Assigns.
104 Developer and Contrac�or each binds itsel�, its partners, successors, assigns and legal
105 representatives to the other party hereto, in respect to all covenants, agreements and
106 obligations contained in the Contract Docum�nts.
107 7,4 Severability.
1Q8 Any provision or part of the Contract Doc�un�nts held to be unconstitutional, void or
109 unenfnrceable by a court of camp�tent jurisdiction sha11 be deemed stricken, and alI
Ilp remaining provisions sha11 continue to be valid and binding upon DEVELOPER and
IIl CONTRACTOR.
I I2 7.5 Governing Law and Ven�e.
I I3 This Agreement, including all of thc Contract Documents is perfoxmable in the �tate of
114 Texas. Vezzue shall be Tarrant County, Texas, or the United States District Cour� for the
I I S Northern District of Texas, Fort Worth Division.
CITY OF FORT WOATH Berkshire MF— Phase I
STANDATLD CONSTRUCTION SPECIFICATION BOCUMENTS — dEV ELOPER AWARDED PR07ECT5 City Praject No. 102776
Revised June 16,201b
0o sz a3 - a
Developer Awarded Project Agreement
Page 4 of 4
116
117 7.6 Authority to Sign.
118 Contractar shall attach evidence of authority to sign Agreement, if other than duly
119 authorized signatory of the Contractor.
i�a
121 IN WITNESS WHEREOF, Developer and Contractor have executed t�is Agreement i� �rzultiple
122 counterparts.
123
124 This Agreement is effective as of the last date signed lay the Parties ("Effective Date").
125
Contractor:
Moss Utiliti LC.
B•
(Siguaiure)
L� R �-t_ W � t '�"�r,►�c.,{, �,
D�veloper:
Berkshire 1 Venture LLC
1:3i1
(Printed Naine)
{Signature)
{Arinted Name)
TitIe: l.. l� � Title:
Coinpany Na�ne: Moss Utilities LLC. Cornpaliy name: Berlcshire 1 V�nture LLC
Address: 3300 Rock Island Road Address: 3100 McKinnon Street, Suite 250
Ci /StatelZi : Irvin , TX, 75060 CitylState/Zip: Dallas, TX, 75201
��� � � 2 �
Date Date
126
CITY OF FORT WORTH Berkshire MF— Phase I
STANI)ARD GdIV�TRUCTiQN SPECIFICATION DOCCMENTS — �EVELOPER AWARIJED PRpJECTS Ctty Project No, I02776
Revised 7une 1G,2Q1G
01/21/2021
GL-3085 (09/11)-1-
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
UTILITY CONTRACTORS EXTENDED LIABILITY COVERAGE
This endorsement modifies insurance provided under the following:
COMMERCIAL GENERAL LIABILITY COVERAGE FORM
It is agreed that the provisions listed below apply only upon the entry of an X in the box next to the caption
of such provision.
A.Partnership and Joint Venture Extension
B.Contractors Automatic Additional Insured
Coverage – Ongoing Operations
C.Automatic Waiver of Subrogation
D.Extended Notice of Cancellation, Nonrenewal
E.Unintentional Failure to Disclose Hazards
F.Broadened Mobile Equipment
G.Personal and Advertising Injury - Contractual
Coverage
H.Nonemployment Discrimination
I.Liquor Liability
J.Broadened Conditions
K.Automatic Additional Insureds – Equipment
Leases
L.Insured Contract Extension - Railroad Property
and Construction Contracts
M.Construction Project General Aggregate Limits
N.Fellow Employee Coverage
O.Property Damage to the Named Insured's Work
P.Care, Custody or Control
Q.Electronic Data Liability Coverage
R.Consolidated Insurance Program Residual
Liability Coverage
S.Automatic Additional Insureds – Managers or
Lessors of Premises
T.Automatic Additional Insureds – State or
Governmental Agency or Political
Subdivisions – Permits or Authorizations
U.Contractors Automatic Additional Insured
Coverage – Completed Operations
V.Additional Insured – Engineers, Architects or
Surveyors
A.PARTNERSHIP AND JOINT VENTURE EXTENSION
The following provision is added to SECTION II - WHO IS AN INSURED :
The last full paragraph which reads as follows:
No person or organization is an insured with respect to the conduct of any current or past
partnership,joint venture or limited liability company that is not shown as a Named Insured in the
Declarations.
is deleted and replaced with the following:
With respect to the conduct of any past or present joint venture or partnership not shown as a
Named Insured in the Declarations and of which you are or were a partner or member,you are an
insured,but only with respect to liability arising out of "your work"on behalf of any partnership or
joint venture not shown as a Named Insured in the Declarations,provided no other similar liability
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
GL-3085 (09/11)-2-
insurance is available to you for "your work"in connection with your interest in such partnership or
joint venture.
B.CONTRACTORS AUTOMATIC ADDITIONAL INSURED COVERAGE – ONGOING OPERATIONS
SECTION II –WHO IS AN INSURED is amended to include as an additional insured any person or
organization who is required by written contract to be an additional insured on your policy,but only with
respect to liability for "bodily injury","property damage"or "personal and advertising injury"caused,in
whole or in part, by:
1.Your acts or omissions; or
2.The acts or omissions of those acting on your behalf;
in the performance of your ongoing operations for the additional insured(s)at the project(s)desi gnated in
the written contract.
With respect to the insurance afforded to these additional insureds,the following additional exclusions
apply:
This insurance does not apply to "bodily injury" or "property damage" occurring after:
1.All work,including materials,parts or equipment furnished in connection with such work,on the
project (other than service,maintenance or repairs)to be performed by or on behalf of the
additional insured(s) at the location of the covered operations has been completed; or
2.That portion of "your work"out of which the injury or damage arises has been put to its intended
use by any person or organization other than another contractor or subcontractor engaged in
performing operations for a principal as a part of the same project.
This insurance is excess of all other insurance available to the additional insured, whether primary,
excess,contingent or on any other basis,unless the written contract requires this insurance to be
primary.In that event,this insurance will be primary relative to insurance policy(s)which designate the
additional insured as a Named Insured in the Declarations and we will not require contribution from such
insurance if the written contract also requires that this insurance be non-contributory. But with respect to
all other insurance under which the additional insured qualifies as an insured or additional insured ,this
insurance will be excess.
C.AUTOMATIC WAIVER OF SUBROGATION
Item 8.of SECTION IV -COMMERCIAL GENERAL LIABILITY CONDITIONS ,is deleted and replaced
with the following:
8.Transfer of Rights of Recovery Against Others to Us and Automatic Waiver of Subrogation.
a.If the insured has rights to recover all or part of any payment we have made under this
Coverage Form,those rights are transferred to us.The insured must do nothing after loss to
impair those rights.At our request,the insured will bring "suit"or transfer those rights to us
and help us enforce them.
b.If required by a written contract executed prior to loss,we waive any right of recovery we may
have against any person or organization because of payments we make for injury or damage
arising out of "your work" for that person or organization.
D.EXTENDED NOTICE OF CANCELLATION, NONRENEWAL
Item A.2.b. of the COMMON POLICY CONDITIONS , is deleted and replaced with the following:
A.2.b.60 days before the effective date of the cancellation if we cancel for any other reason.
GL-3085 (09/11)-3-
Item 9.of SECTION IV -COMMERCIAL GENERAL LIABILITY CONDITIONS ,is deleted and replaced
with the following:
9.WHEN WE DO NOT RENEW
a.If we choose to nonrenew this policy,we will mail or deliver to the first Named Insured shown
in the Declarations written notice of the nonrenewal not less than 60 days before the
expiration date.
b.If we do not give notice of our intent to nonrenew as prescribed in a.above,it is agreed that
you may extend the period of this policy for a maximum additional sixty(60)days from its
scheduled expiration date.Where not otherwise prohibited by law,the existing terms,
conditions and rates will remain in effect during that extension period.It is further agreed that
so long as it is not otherwise prohibited by law,this one time sixty day extension is the sole
remedy and liquidated damages available to the insured as a result of our failure to give the
notice as prescribed in 9. a.above.
E.UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS
Although we relied on your representations as to existing and past hazards,if unintentionally you should
fail to disclose all such hazards at the inception date of your policy,we will not deny coverage under this
Coverage Form because of such failure.
F.BROADENED MOBILE EQUIPMENT
Item 12.b. of SECTION V - DEFINITIONS , is deleted and replaced with the following:
12.b.Vehicles maintained for use solely on or next to premises,sites or locations you own,rent or
occupy.
G.PERSONAL AND ADVERTISING INJURY - CONTRACTUAL COVERAGE
Exclusion 2.e. of SECTION I, COVERAGE B is deleted.
H.NONEMPLOYMENT DISCRIMINATION
Unless "personal and advertising injury" is excluded from this policy:
Item 14. of SECTION V - DEFINITIONS , is amended to include:
"Personal and advertising injury"also means embarrassment or humiliation,mental or emotional
distress,physical illness,physical impairment,loss of earning capacity or monetary loss,which is
caused by "discrimination."
SECTION V - DEFINITIONS , is amended to include:
"Discrimination"means the unlawful treatment of individuals based on race, color, ethnic origin, age,
gender or religion.
Item 2. Exclusions of SECTION I, COVERAGE B , is amended to include:
"Personal and advertising injury"arising out of "discrimination"directly or indirectly related to the
past employment,employment or prospective employment of any person or class of persons by any
insured;
"Personal and advertising injury"arising out of "discrimination"by or at your,your agents or your
"employees" direction or with your, your agents or your "employees" knowledge or consent;
GL-3085 (09/11)-4-
"Personal and advertising injury"arising out of "discrimination"directly or indirectly related to the
sale,rental,lease or sub-lease or prospective sale,rental,lease or sub-lease of any dwelling,
permanent lodging or premises by or at the direction of any insured; or
Fines,penalties,specific performance or injunctions levied or imposed by a governmental entity,or
governmental code, law, or statute because of "discrimination."
I.LIQUOR LIABILITY
Exclusion 2.c. of SECTION I, COVERAGE A , is deleted.
J.BROADENED CONDITIONS
Items 2.a.and 2.b.of SECTION IV -COMMERCIAL GENERAL LIABILITY CONDITIONS ,are deleted
and replaced with the following:
2.Duties In The Event Of Occurrence, Offense, Claim Or Suit:
a.You must see to it that we are notified of an "occurrence"or an offense which may result in a
claim as soon as practicable after the "occurrence"has been reported to you,one of your
officers or an "employee" designated to give notice to us. Notice should include:
(1)How, when and where the "occurrence" or offense took place;
(2)The names and addresses of any injured persons and witnesses; and
(3)The nature and location of any injury or damage arising out of the "occurrence"or
offense.
b.If a claim is made or "suit" is brought against any insured, you must:
(1)Record the specifics of the claim or "suit"and the date received as soon as you,one of
your officers, or an "employee" designated to record such information is notified of it; and
(2)Notify us in writing as soon as practicable after you,one of your officers,your legal
department or an "employee"you designate to give us such notice learns of the claims
or "suit."
Item 2.e. is added to SECTION IV - COMMERCIAL GENERAL LIABILITY CONDITIONS :
2.e.If you report an "occurrence"to your workers compensation insurer which develops into a liability
claim for which coverage is provided by the Coverage Form,failure to report such "occurrence"to
us at the time of "occurrence"shall not be deemed in violation of paragraphs 2.a.,2.b.,and 2.c .
However,you shall give written notice of this "occurrence"to us as soon as you are made aware
of the fact that this "occurrence"may be a liability claim rather than a workers compensation
claim.
K.AUTOMATIC ADDITIONAL INSUREDS - EQUIPMENT LEASES
SECTION II -WHO IS AN INSURED is amended to include any person or organization with whom you
agree in a written equipment lease or rental agreement to name as an additional insured with respect to
liability for "bodily injury","property damage"or "personal and advertising injury"caused,at least in part,
by your maintenance,operation,or use by you of the equipment leased to you by such person or
organization, subject to the following additional exclusions.
The insurance provided to the additional insured does not apply to:
1."Bodily injury" or "property damage" occurring after you cease leasing the equipment.
GL-3085 (09/11)-5-
2."Bodily injury" or "property damage" arising out of the sole negligence of the additional insured.
3."Property damage" to:
a.Property owned, used or occupied by or rented to the additional insured; or
b.Property in the care,custody or control of the additional insured or over which the additional
insured is for any purpose exercising physical control.
This insurance is excess of all other insurance available to the additional insured, whether primary,
excess,contingent or on any other basis,unless the written contract requires this insurance to be
primary.In that event,this insurance will be primary relative to insurance policy(s)which designate the
additional insured as a Named Insured in the Declarations and we will not require contribution from such
insurance if the written contract also requires that this insurance be non-contributory. But with respect to
all other insurance under which the additional insured qualifies as an insured or additional insured,this
insurance will be excess.
L.INSURED CONTRACT EXTENSION - RAILROAD PROPERTY AND CONSTRUCTION CONTRACTS
Item 9. of SECTION V - DEFINITIONS , is deleted and replaced with the following.
9."Insured Contract" means:
a.A contract for a lease of premises.However,that portion of the contract for a lease of
premises that indemnifies any person or organization for damage by fire to premises while
rented to you or temporarily occupied by you with permission of the owner is not an "insured
contract";
b.A sidetrack agreement;
c.Any easement or license agreement;
d.An obligation,as required by ordinance,to indemnify a municipality, except in connection with
work for a municipality;
e.An elevator maintenance agreement;
f.That part of any other contract or agreement pertaining to your business (including an
indemnification of a municipality in connection with work performed for a municipality)under
which you assume the tort liability of another party to pay for "bodily injury"or "property
damage"to a third person or organization.Tort liability means a liability that would be
imposed by law in the absence of any contract or agreement.
Paragraph f. does not include that part of any contract or agreement:
(1)That indemnifies an architect, engineer or surveyor for injury or damage arising out of:
(a)Preparing,approving,or failing to prepare or approve,maps,shop drawings,
opinions,reports,surveys,field orders,change orders or drawings and
specifications; or
(b)Giving directions or instructions,or failing to give them,if that is the primary cause
of the injury or damage; or
(2)Under which the insured,if an architect,engineer or surveyor,assumes liability for an
injury or damage arising out of the insured's rendering or failure to render professional
services,including those listed in (1)above and supervisory,inspection,architectural or
engineering activities.
GL-3085 (09/11)-6-
M.CONSTRUCTION PROJECT GENERAL AGGREGATE LIMITS
This modifies SECTION III - LIMITS OF INSURANCE .
A.For all sums which can be attributed only to ongoing operations at a single construction project for
which the insured becomes legally obligated to pay as damages caused by an "occurrence" under
SECTION I -COVERAGE A,and for all medical expenses caused by accidents under SECTION I
- COVERAGE C :
1.A separate Construction Project General Aggregate Limit applies to each construction project,
and that limit is equal to the amount of the General Aggregate Limit shown in the
Declarations.
2.The Construction Project General Aggregate Limit is the most we will pay for the sum of all
damages under COVERAGE A ,except damages because of "bodily injury"or "property
damage"included in the "products-completed operations hazard,"and for medical expenses
under COVERAGE C regardless of the number of:
a.Insureds;
b.Claims made or "suits" brought; or
c.Persons or organizations making claims or bringing "suits."
3.Any payments made under COVERAGE A for damages or under COVERAGE C for medical
expenses shall reduce the Construction Project General Aggregate Limit for that construction
project.Such payments shall not reduce the General Aggregate Limit shown in the
Declarations nor shall they reduce any other Construction Project General Aggregate Limit for
any other construction project.
4.The limits shown in the Declarations for Each Occurrence,Fire Damage and Medical
Expense continue to apply.However,instead of being subject to the General Aggregate Limit
shown in the Declarations,such limits will be subject to the applicable Construction Project
General Aggregate Limit.
B.For all sums which cannot be attributed only to ongoing operations at a single construction project
for which the insured becomes legally obligated to pay as damages caused by an "occurrence"
under SECTION I -COVERAGE A ,and for all medical expenses caused by accidents under
SECTION I - COVERAGE C :
1.Any payments made under COVERAGE A for damages or under COVERAGE C for medical
expenses shall reduce the amount available under the General Aggregate Limit or the
Products-Completed Operations Aggregate Limit, whichever is applicable; and
2.Such payments shall not reduce any Construction Project General Aggregate Limit.
C.Payments for damages because of "bodily injury"or "property damage"included in the "products -
completed operations hazard"will reduce the Products-Completed Operations Aggregate Limit,
and not reduce the General Aggregate Limit nor the Construction Project General Aggregate Limit.
D.If a construction project has been abandoned,delayed,or abandoned and then restarted,or if the
authorized contracting parties deviate from plans,blueprints,designs, specifications or timetables,
the project will still be deemed to be the same construction project.
E.The provisions of SECTION III -LIMITS OF INSURANCE not otherwise modified by this
endorsement shall continue to be applicable.
N.FELLOW EMPLOYEE COVERAGE
GL-3085 (09/11)-7-
Exclusion 2.e.Employers Liability of SECTION I,COVERAGE A ,is deleted and replaced with the
following:
2.e."Bodily injury" to
(1)An "employee" of the insured arising out of and in the course of:
(a)Employment by the insured; or
(b)Performing duties related to the conduct of the insured's business; or
(2)The spouse,child,parent,brother or sister of that "employee" as a consequence of paragraph
(1) above.
This exclusion applies:
(1)Whether the insured may be liable as an employer or in any other capacity; and
(2)To any obligation to share damages with or repay someone else who must pay damages
because of the injury.
This exclusion does not apply to:
(1)Liability assumed by the insured under an "insured contract"; or
(2)Liability arising from any action or omission of a co-"employee"while that co-"employee"is
either in the course of his or her employment or performing duties related to the conduct of
your business.
Item 2.a. (1)(a) of SECTION II - WHO IS AN INSURED , is deleted and replaced with the following:
2.a. (1)(a)To you,to your partners or members (if you are a partnership or joint venture)or to your
members (if you are a limited liability company),or to your "volunteer workers"while
performing duties related to the conduct of your business.
O.PROPERTY DAMAGE TO THE NAMED INSURED'S WORK
Exclusion l of SECTION I, COVERAGE A . is deleted and replaced with the following:
l.Damage to Your Work
"Property damage"to "your work"arising out of it or any part of it and included in the "products
completed operation hazard."
This exclusion applies only to that portion of any loss in excess of $50,000 per occurrence if the
damaged work and the work out of which the damage arises was performed by you.
This exclusion does not apply if the damaged work or the work out of which the damage arises
was performed on your behalf by a subcontractor.
P.CARE, CUSTODY OR CONTROL
Exclusion 2.j.4 of SECTION I, COVERAGE A. is deleted and replaced with the following:
2.j.4 Personal property in the care,custody or control of the insured.However, for personal property in
the care,custody or control of you or your "employees,"this exclusion applies only to that portion
of any loss in excess of $25,000 per occurrence, subject to the following terms and conditions;
GL-3085 (09/11)-8-
(a)The most that we will pay under this provision as an annual aggregate is $100,000,
regardless of the number of occurrences.
(b)This provision does not apply to "employee"owned property or any property that is missing
where there is not physical evidence to show what happened to the property.
(c)The aggregate limit for this coverage provision is part of the General Aggregate Limit and
SECTION III - LIMITS OF INSURANCE is changed accordingly.
(d)In the event of damage to or destruction of property covered by this exception,you shall,if
requested by us,replace the property or furnish the labor and materials necessary for repairs
thereto,at actual cost to you,exclusive of prospective profit or overhead charges of any
nature.
(e)$2,500 shall be deducted from the total amount of all sums you became obligated to pay as
damages on account of damage to or destruction of all property of each person or
organization,including the loss of use of that property,as a result of each "occurrence."Our
limit of liability under the endorsement as being applicable to each "occurrence"shall be
reduced by the amount of the deductible indicated above;however,our aggregate limit of
liability under this provision shall not be reduced by the amount of such deductible.The
conditions of the policy,including those with respect to duties in the event of "occurrence,"
claims or "suit"apply irrespective of the application of the deductible amount.We may pay
any part or all of the deductible amount to effect settlement of any claim or "suit"and,upon
notification of the action taken,you shall promptly reimburse us for such part of the deductible
amount as has been paid by us.
Q.ELECTRONIC DATA LIABILITY COVERAGE
1.Exclusion 2.p.Electronic Data of SECTION I,COVERAGE A,is deleted and replaced with the
following:
2.p.Damages arising out of the loss of,loss of use of,damage to,corruption of,inability to
access,or inability to manipulate “electronic data” that does not result from physical injury to
tangible property.
2.The following definition is added to SECTION V – DEFINITIONS:
“Electronic data”means information,facts or programs stored as or on,created or used on,or
transmitted to or from computer software (including systems and applications software),hard or
floppy disks,CD-ROMS,tapes,drives,cells,data processing devices or any other media which
are used with electronically controlled equipment.
3.For the purposes of this coverage,the definition of “property damage”in SECTION V –
DEFINITIONS is replaced by the following:
“Property damage” means:
a.Physical injury to tangible property,including all resulting loss of use of that property.All
such loss of use shall be deemed to occur at the time of the physical injury that caused it;
b.Loss of use of tangible property that is not physically injured.All such loss of use shall be
deemed to occur at the time of the "occurrence" that caused it; or
c.Loss of,loss of use of,damage to,corruption of,inability to access,or inability to properly
manipulate "electronic data",resulting from physical injury to tangible property. All such loss
of "electronic data" shall be deemed to occur at the time of the "occurrence" that caused it.
For the purposes of this insurance, "electronic data" is not tangible property.
GL-3085 (09/11)-9-
R.CONSOLIDATED INSURANCE PROGRAM RESIDUAL LIABILITY COVERAGE
With respect to “bodily injury”,“property damage”,or ‘personal and advertising injury”arising out of your
ongoing operations;or operations included within the “products-completed operations hazard”, the policy
to which this coverage is attached shall apply as excess insurance over coverage available to “you”
under a Consolidated Insurance Program (such as an Owner Controlled Insurance Program or
Contractors Controlled Insurance Program).
Coverage afforded by this endorsement does not apply to any Consolidated Insurance Program
involving a “residential project”or any deductible or insured retention,specified in the Consolidated
Insurance Program.
The following is added to Section V – Definitions
“Residential project”means any project where 30%or more of the total square foot area of the
structures on the project is used or is intended to be used for human residency.This includes but is not
limited to single or multifamily housing,apartments,condominiums,townhouses,co-operatives or
planned unit developments and appurtenant structures (including pools,hot tubs,detached garages,
guest houses or any similar structures).A “residential project”does not include military owned housing,
college/university owned housing or dormitories,long term care facilities,hotels,motels,hospitals or
prisons.
All other terms, provisions, exclusions and limitations of this policy apply.
S.AUTOMATIC ADDITIONAL INSUREDS - MANAGERS OR LESSORS OR PREMISES
SECTION II – WHO IS AN INSURED is amended to include:
Any person or organization with whom you agree in a written contract or written agreement to name as
an additional insured but only with respect to liability arising out of the ownership,maintenance or use of
that part of the premises,designated in the written contract or written agreement,that is leased to you
and subject to the following additional exclusions:
This insurance does not apply to:
1.Any “occurrence" which takes place after you cease to be a tenant in that premises.
2.Structural alterations,new construction or demolition operations performed by or on behalf of the
additional insured listed in the written contract or written agreement.
This insurance is excess of all other insurance available to the additional insured, whether primary,
excess,contingent or on any other basis,unless the written contract requires this insurance to be
primary.In that event,this insurance will be primary relative to insurance policy(s)which designate the
additional insured as a Named Insured in the Declarations and we will not require contribution from such
insurance if the written contract also requires that this insurance be non-contributory. But with respect to
all other insurance under which the additional insured qualifies as an insured or additional insured,this
insurance will be excess.
T.AUTOMATIC ADDITIONAL INSUREDS –STATE OR GOVERNMENTAL AGENCY OR POLITICAL
SUBDIVISIONS – PERMITS OR AUTHORIZATIONS
SECTION II –WHO IS AN INSURED is amended to include any state or governmental agency or
subdivision or political subdivision with whom you are required by written contract,ordinance,law or
building code to name as an additional insured subject to the following provisions:
This insurance applies only with respect to operations performed by you or on your behalf for which the
state or governmental agency or subdivision or political subdivision has issued a permit or authorization.
GL-3085 (09/11)-10-
This insurance does not apply to:
1.“Bodily injury”,“property damage”or “personal and advertising injury”arising out of operations
performed for the federal government, state or municipality; or
2.“Bodily injury” or “property damage” included within the “products-completed operations hazard”.
This insurance is excess of all other insurance available to the additional insured, whether primary,
excess,contingent or on any other basis,unless the written contract requires this insurance to be
primary.In that event,this insurance will be primary relative to insurance policy(s)which designate the
additional insured as a Named Insured in the Declarations and we will not require contribution from such
insurance if the written contract also requires that this insurance be non-contributory. But with respect to
all other insurance under which the additional insured qualifies as an insured or additional insured,this
insurance will be excess.
U.CONTRACTORS AUTOMATIC ADDITIONAL INSURED COVERAGE – COMPLETED OPERATIONS
SECTION II –WHO IS AN INSURED is amended to include as an additional insured any person or
organization who is required by written contract to be an additional insured on your policy for completed
operations,but only with respect to liability for "bodily injury" or "property damage" caused, in whole or in
part,by "your work"at the project designated in the contract,performed for that additional insured and
included in the "products-completed operations hazard".
This insurance is excess of all other insurance available to the additional insured, whether primary,
excess,contingent or on any other basis,unless the written contract requires this insurance to be
primary.In that event,this insurance will be primary relative to insurance policy(s)which designate the
additional insured as a Named Insured in the Declarations and we will not require contribution from such
insurance if the written contract also requires that this insurance be non-contributory. But with respect to
all other insurance under which the additional insured qualifies as an insured or additional insured,this
insurance will be excess.
V.ADDITIONAL INSURED – ENGINEERS, ARCHITECTS OR SURVEYORS
SECTION II –WHO IS AN INSURED is amended to include as an additional insured any architect,
engineer or surveyor who is required by written contract to be an additional insured on your policy ,but
only with respect to liability for "bodily injury","property damage"or "personal and advertising injury"
caused, in whole or in part, by:
1.Your acts or omissions; or
2.The acts or omissions of those acting on your behalf;
in the performance of your ongoing operations performed by you or on your behalf.
This includes such architect,engineer or surveyor,who may not be engaged by you,but is contractually
required to be added as an additional insured to your policy.
With respect to the insurance afforded to these additional insureds,the following additional exclusion
applies:
This insurance does not apply to "bodily injury","property damage"or "personal and advertising injury"
arising out of the rendering of or the failure to render any professional services, including:
1.The preparing,approving,or failing to prepare or approve maps,drawings,opinions,reports,
surveys, change orders, designs or specifications; or
2.Supervisory, inspection or engineering services.
GL-3085 (09/11)-11-
This insurance is excess of all other insurance available to the additional insured,whether primary,
excess,contingent or on any other basis,unless the written contract requires this insurance to be
primary.In that event,this insurance will be primary relative to insurance policy(s)which designate the
additional insured as a Named Insured in the Declarations and we will not require contribution from such
insurance if the written contract also requires that this insurance be non-contributory. But with respect to
all other insurance under which the additional insured qualifies as an insured or additional insured,this
insurance will be excess.
Copyright 2014 National Council on Compensation Insurance, Inc. All Rights Reserved.
WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 42 03 04 B
(Ed. 6-14)
TEXAS WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT
This endorsement applies only to the insurance provided by the policy because Texas is shown in Item 3.A. of the
Information Page.
We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce
our right against the person or organization named in the Schedule, but this waiver applies only with respect to bodily
injury arising out of the operations described in the Schedule where you are required by a written contract to obtain this
waiver from us.
This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule.
The premium for this endorsement is shown in the Schedule.
Schedule
1. ( ) Specific Waiver
Name of person or organization
( ) Blanket Waiver
Any person or organization for whom the Named Insured has agreed by written contract to furnish this
waiver.
2. Operations:
3. Premium: Incl.
The premium charge for this endorsement shall be VRS percent of the premium developed on payroll
in connection with work performed for the above person(s) or organization(s) arising out of the operations
described.
4. Advance Premium: Incl.
This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated.
(The information below is required only when this endorsement is issued subsequent to preparation of the
policy.)
Endorsement Effective Policy No.Endorsement No.
Insured Premium
Insurance Company Countersigned by _______________________________________
WC 42 03 04 B
(Ed. 6-14)
X
6-21-20
Moss Utilities, LLC
WC 3695139
POLICY NUMBER:
GOX-2287-CN (01/93)
MANUSCRIPT ENDORSEMENT
CHANGES
It is hereby understood and agreed that in the event of cancellation, termination
other than normal expiration, or material change in the policy, a day advance
written notice will be given to:
EXCEPTION: Cancellation by the insured or cancellation for non-payment of premium.
WC 3695139
30
ANY PERSON OR ORGANIZATION AS EVIDENCED BY A CERTIFICATE OF INSURANCE
ISSUED ON THE COMPANY'S BEHALF BY IT'S LICENSED AGENT.
BITCO GENERAL INSURANCE CORPORATION
BITCO NATIONAL INSURANCE COMPANY
AP-0402 (10/17)-1-
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
BROADENED COVERAGE - AUTOMOBILES
The following modifies insurance provided under:
BUSINESS AUTO COVERAGE FORM
With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless
modified by this endorsement.
1 -Broad Form Named Insured 10 -Employee Hired Autos
2 -Automatic Waiver of Subrogation 11 -Bodily Injury Extension
3 -Automatic Additional Insured 12 -Hired Auto Physical Damage
4 -Primary and Noncontributory - Other Insurance
Condition
13 -Enhanced Supplementary Payments
5 -Unintentional Failure to Disclose Hazards 14 -Fellow Employee Coverage for Designated
Positions
6 -Extended Notice of Cancellation, Non-Renewal 15 -Physical Damage – Transportation Expenses
7 -When We Do Not Renew 16 -Rental Reimbursement Coverage
8 -Notice of Knowledge of Accident or Loss 17 -Loan/Lease Gap Coverage
9 -Employees as Insured 18 -Accidental Air Bag Discharge Coverage
1.BROAD FORM NAMED INSURED
SECTION II. A. 1. - WHO IS AN INSURED - Paragraph d. is added:
d.Any organization you newly acquire or form,except for a partnership,joint venture or limited
liability company,and over which you maintain majority ownership or interest (51%or more) or for
which you have assumed the active management,will qualify as a Named Insured if there is no
other similar insurance available to that organization.However,coverage under this provision is
only afforded until the end of the policy period or the 12-month anniversary of the policy inception
date, whichever is earlier.
2.AUTOMATIC WAIVER OF SUBROGATION
Section IV –Business Auto Conditions ,Paragraph A.5.,Transfer of Rights of Recovery Against
Others to Us , is deleted and replaced with the following:
a.If the insured has rights to recover all or part of any payment we have made under this Coverage
Form,those rights are transferred to us.The insured must do nothing after loss to impair those
rights.At our request,the insured will bring "suit"or transfer those rights to us and help us
enforce them.
b.If required by a written contract executed prior to loss,we waive any right of recovery we may
have against any person or organization because of payments we make for damages under this
coverage form.
AP-0402 (10/17)-2-
3.AUTOMATIC ADDITIONAL INSURED
SECTION II –WHO IS AN INSURED,Paragraph A.1,is amended to include as an "insured"any
person or organization who is required by written contract or agreement to be an additional insured on
your policy,but only with respect to liability arising out of operations performed by you or on your behalf
for the additional insured.
4.PRIMARY AND NONCONTRIBUTORY - OTHER INSURANCE CONDITION
The following is added to the Other Insurance Condition in the Business Auto Coverage Form and the
Other Insurance -Primary And Excess Insurance Provisions in the Motor Carrier Coverage Form and
supersedes any provision to the contrary:
This Coverage Form's Covered Autos Liability Coverage is primary to and will not seek contribution from
any other insurance available to an "insured" under your policy provided that:
1.Such "insured" is a Named Insured under such other insurance; and
2.You have agreed in writing in a contract or agreement that this insurance would be primary and
would not seek contribution from any other insurance available to such "insured".
5.UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS
Although we relied on your representations as to existing and past hazards,if unintentionally you should
fail to disclose all such hazards at the inception date of your policy,we will not deny coverage under this
Coverage Form because of such failure.
6.EXTENDED NOTICE OF CANCELLATION, NON-RENEWAL
The COMMON POLICY CONDITIONS , Item A.2.b. is deleted and replaced with the following:
A.2.b. 60 days before the effective date of the cancellation if we cancel for any other reason.
7.WHEN WE DO NOT RENEW
SECTION IV – BUSINESS AUTO CONDITIONS , is amended to add Item B.9.:
a.If we choose to nonrenew this policy,we will mail or deliver to the first Named Insured shown in
the Declarations written notice of the nonrenewal not less than 60 days before the expiration date.
b.If we do not give notice of our intent to nonrenew as prescribed in a.above,it is agreed that you
may extend the period of this policy for a maximum additional sixty (60)days from its scheduled
expiration date.Where not otherwise prohibited by law,the existing terms,conditions and rates
will remain in effect during that extension period.It is further agreed that so long as it is not
otherwise prohibited by law,this one-time sixty-day extension is the sole remedy and liquidated
damages available to the insured as a result of our failure to give the notice as prescribed in 9.a.
above.
8.NOTICE OF KNOWLEDGE OF ACCIDENT OR LOSS
SECTION IV - BUSINESS AUTO CONDITIONS , Item A.2.a.is deleted and replaced with the following:
2.Duties in the Event of Accident, Claim Suit or Loss:
a.You must see to it that we are notified of an "accident","claim","suit"or "loss"which may
result in a claim as soon as practicable after the "occurrence"has been reported to you,a
partner,a member,an officer,or an employee designated to give notice to us.Notice
should include:
(1)How, when and where the "accident" or "loss" occurred;
AP-0402 (10/17)-3-
(2)The "insured's" name and address; and
(3)To the extent possible,the names and addresses of any injured persons and
witnesses.
9.EMPLOYEES AS INSURED
The following is added to the Section II -Covered Autos Liability Coverage,Paragraph A.1.Who Is
An Insured provision:
Any "employee" of yours is an "insured" while using a covered "auto" you don't own, hire or borrow
in your business or your personal affairs.
10.EMPLOYEE HIRED AUTOS
A.Changes In Covered Autos Liability Coverage
The following is added to the Who Is An Insured Provision:
An "employee"of yours is an "insured"while operating an "auto"hired or rented under a contract
or agreement in an "employee's"name,with your permission,while performing duties related to
the conduct of your business.
B.Changes In General Conditions
Paragraph 5.b.of the Other Insurance Condition in the Business Auto Coverage Form and
Paragraph 5.f.of the Other Insurance - Primary And Excess Insurance Provisions Condition in
the Motor Carrier Coverage Form are replaced by the following:
For Hired Auto Physical Damage Coverage,the following are deemed to be covered "autos"you
own:
1.Any covered "auto" you lease, hire, rent or borrow; and
2.Any covered "auto"hired or rented by your "employee"under a contract in an "employee's"
name,with your permission,while performing duties related to the conduct of your
business.
However, any "auto" that is leased, hired, rented or borrowed with a driver is not a covered "auto".
11.BODILY INJURY EXTENSION
SECTION V - DEFINITIONS , Paragraph C.is deleted and replaced by the following:
C."Bodily injury"means bodily injury,sickness or disease sustained by a person,including mental
anguish or death resulting from any of these,at any time.Mental anguish means any type of
mental or emotional illness or disease.
12.HIRED AUTO PHYSICAL DAMAGE
SECTION III.A.4. - Coverage Extensions - Paragraph c.is added:
c.Hired Auto Physical Damage
If Comprehensive,Specified Causes of Loss or Collision coverage is provided under this policy,
then Hired Auto Physical Damage is provided for that coverage part subject to the following:
(1)The most we will pay for any one "accident"or "loss"under this Hired Auto Physical
Damage Coverage is the lesser of:
(a)The any one "Accident" or "Loss" amount of $100,000;
AP-0402 (10/17)-4-
(b)The actual cash value; or
(c)Cost of repair.
Our obligation to pay for a loss in c.(1)above will be reduced by a deductible.The
deductible will be equal to the largest deductible applicable to any owned "auto"for that
coverage. The deductible will be waived for "loss" caused by fire or lightning.
(2)Subject to paragraph c.(1).above,we will provide coverage equal to the broadest physical
damage coverage applicable to any covered "auto" shown in the declarations.
(3)When you are required by written contract to indemnify a lessor for actual financial loss
because of loss of use of a hired "auto" resulting from a covered "accident" or "loss", we will
cover that financial loss subject to the limit specified in paragraph c.(1).
13.ENHANCED SUPPLEMENTARY PAYMENTS
SECTION II.A.2.a.COVERAGE EXTENSIONS ,Supplementary Payments (2)and (4)are replaced by
the following:
(2)Up to $2,500 for the cost of bail bonds (including bonds for related traffic laws violations)required
because of an "accident" we cover. We do not have to furnish these bonds.
(4)All reasonable expenses incurred by the "insured"at our request,including actual loss of earnings
up to $350 a day because of time off from work.
14.FELLOW EMPLOYEE COVERAGE FOR DESIGNATED POSITIONS
The Fellow Employee Exclusion contained in Section II.B.5 .does not apply to the following positions
or job titles:foreman, supervisor, manager, officer, partner or other senior level "employee". Coverage is
excess over all other collectible insurance.
15.PHYSICAL DAMAGE - TRANSPORTATION EXPENSES
SECTION III.A.4.a. Transportation Expenses , is replaced by the following:
a.Transportation Expenses
We will pay up to $50 per day to a maximum of $1,500 for temporary transportation expense incurred by
you because of the total theft of a covered "auto".We will pay only for those covered "autos"for which
you carry either Comprehensive or Specified Cause of Loss Coverage.We will pay for temporary
transportation expenses incurred during the period beginning 48 hours after the theft and ending,
regardless of the policy's expirations, when the covered "auto" is returned to use or we pay for its "loss".
For autos provided with temporary transportation expense,the following physical damage coverage will
apply:
(1)The most we will pay for any one "accident" or "loss" under the temporary transportation expense
physical damage coverage is the lessor of:
(a)The any one "Accident" or "Loss" amount of $100,000;
(b)The actual cash value; or
(c)Cost of repair.
Our obligation to pay for a loss in a.(1)above will be reduced by a deductible.The deductible will
be equal to the largest deductible applicable to any owned "auto"for that coverage.The
deductible will be waived for "loss" caused by fire or lightning.
AP-0402 (10/17)-5-
(2)Subject to paragraph a.(1).above,we will provide coverage equal to the broadest physical
damage coverage applicable to any covered "auto" shown in the declarations.
(3)When you are required by written contract to indemnify a lessor for actual financial loss because
of loss of use of a hired "auto"resulting from a covered "accident"or "loss",we will cover that
financial loss subject to the limit specified in paragraph a.(1).
16.RENTAL REIMBURSEMENT COVERAGE
SECTION III.A.4. - Coverage Extensions - Paragraph d.is added.
d.If you carry Comprehensive,Specified Causes of Loss or Collision coverage for the damaged
covered "auto"as provided under this policy,then Rental Reimbursement Coverage is provided
for that coverage part subject to the following:
1.We will pay for rental reimbursement expenses incurred by you for the rental of an "auto"
because of "loss"other than theft,to a covered "auto".Payment applies in addition to the
otherwise applicable amount of each coverage you have on a covered "auto".No
deductibles apply to this coverage.
2.We will only pay for those expenses incurred during the policy period beginning 24 hours
after the "loss"and ending,regardless of the policy's expiration,with the lesser of the
following number of days:
(a)The number of days reasonably required to repair or replace the covered "auto"; or,
(b)30 days.
(c)Our payment is limited to the lesser of the following amounts:
(1)Necessary and actual expenses incurred; or
(2)$50 per day.
17.LOAN/LEASE GAP COVERAGE
Physical Damage Coverage is amended by the addition of the following:
In the event of a total "loss"to a covered "auto",we will pay your additional legal obligation for any
difference between the actual cash value of the "auto"at the time of the loss and the "outstanding
balance" of the loan/lease, not to exceed $2,500 for any one vehicle or $25,000 annually in aggregate.
For the purposes of this endorsement,"outstanding balance"means the amount you owe on the
loan/lease at the time of loss less any amounts representing taxes,overdue payments,penalties,
interest or charges resulting from overdue payments,additional mileage charges,excess wear
and tear charges or lease termination fees,costs for extended warranties,credit Life Insurance;
Health,Accident or Disability Insurance purchased with the loan or lease; and carry-over balances
from previous loans or leases.
18.ACCIDENTAL AIR BAG DISCHARGE COVERAGE
SECTION III.B.3.a - Exclusions . This exclusion does not apply to the accidental discharge of an air bag.
00 62 13 - 1
PERFORMANCE BOND
Page 1 of 2
CITY OF FORT WORTH Berkshire MF – Phase 1
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS City Project No. 102776
Revised January 31, 2012
SECTION 00 62 13 1
PERFORMANCE BOND 2
3
THE STATE OF TEXAS § 4
§ KNOW ALL BY THESE PRESENTS: 5
COUNTY OF TARRANT § 6
7
That we, Moss Utilities, LLC., known as “Principal” herein and 8
Atlantic Specialty Insurance Company, a corporate surety(sureties, if more than one) duly 9
authorized to do business in the State of Texas, known as “Surety” herein (whether one or more), 10
are held and firmly bound unto the Developer, Berkshire 1 Venture LLC, authorized to do 11
business in Texas (“Developer”) and the City of Fort Worth, a Texas municipal corporation 12
(“City”), in the penal sum of, ONE HUNDRED TWENTY-FOUR THOUSAND NINE 13
HUNDRED SIXTY-ONE AND 98/100 DOLLARS ($124,961.98), lawful money of the United 14
States, to be paid in Fort Worth, Tarrant County, Texas for the payment of which sum well and 15
truly to be made jointly unto the Developer and the City as dual obligees, we bind ourselves, our 16
heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these 17
presents. 18
WHEREAS, Developer and City have entered into an Agreement for the construction of 19
community facilities in the City of Fort Worth by and through a Community Facilities 20
Agreement, CFA Number CFA20-0103 ;and 21
WHEREAS, the Principal has entered into a certain written contract with the Developer awarded 22
the 21st day of January , 2021, which Contract is hereby referred to and made a 23
part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor 24
and other accessories defined by law, in the prosecution of the Work, including any Change 25
Orders, as provided for in said Contract designated as Water, Sewer, and Drainage Improvements 26
to Serve Berkshire MF - Phase I. 27
NOW, THEREFORE, the condition of this obligation is such that if the said Principal shall 28
faithfully perform it obligations under the Contract and shall in all respects duly and faithfully 29
perform the Work, including Change Orders, under the Contract, according to the plans, 30
specifications, and contract documents therein referred to, and as well during any period of 31
extension of the Contract that may be granted on the part of the Developer and/or City, then this 32
obligation shall be and become null and void, otherwise to remain in full force and effect. 33
Bond Number: 800080041
00 fi2 I3 - 2
PE[tPORMANCP. ROND
Fage 2 of 2
[ PROVIDED FURTHER, that if a�iy legal action be filed on tlus Bond, venue shall lie in
2 Tarrant County, Texas oi° tl�e United States District Coui� for the Northert� District o#� Texas, Fort
3 Worth Division.
4 This bond is made and executed ii� compliance witli tlie provisions of Cl�apter 2253 of the
5 Texas Government Code, as amended, and all liabilit�es an tliis bond shall be deter�nined in
6 accorcEance with the provisions of said statue.
7 IN WITNESS WHEREO]F, the Principal and the Surety l�ave SIGNED and SEALED
8 this instrument by duly autllorized agents and ofticers on this the ZZ- day of � N
9 , 20� ��
14
lI
12
13
E4
[5
16
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is
19
20
21
22
23
24
25
26
27
28
29
�0
31
32
33
34
�S
36
37
38
39
4Q
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42
PRINCIPAL:
�pRY ALB HAYLIE WEATHER56Y Moss UCilities LL
z° �� NptarytD #13�105862
�^„ Q My Commissipn Expires
yTEov��'+ July 29, 2023 B�.:
Signature
A TEST:
(Principa] ecretary � ! �
l/��
Witness as to Principal
Witiles to SuE•ety Jordan A Pitts
��f/c-� W ki1 � ��� �}� �
Name and Title '
Address: 3300 Rocic Island Road
lcvin�, TX, 75Qfi0
SURETY:
Atlantic Specialty Insurance Compaily
[3Y: `�
Sig ature f
Lloyd Ray Pitts Jr - Attarney-In-Fac�
Name and Title
Address: ��S Highway 169 Norih, Suite 800
ymout 1,
Telephone Number: 832-446-3340
43 *Note: ]f s�gi�ed by an officer of the S�irety Company, there must be on fle a certified extract
44 froan the by-laws si�owing .tllat this pe�•son E1as autllo�-ity to sign such obligation. If
45 Surety's physical address is different fi•om iis �nailing address, both must be pi•ovided.
46
47 The date of the bond sllall not be prior to the date tl7e Contract is awarded.
C1T1' dF FOR'f WO�'CH Berkrhire h4h'—Phn.re I
S'1AIVDt1RD CITY Cr�NDLTlUNS — DEVELOPER AWARll�.D YEZOJL;C7'S Crn� Pr�ajecl Na. 10?776
Aevised Januar�� 31,?(f12
00 62 14 - 1
PAYMENT BOND
Page 1 of 2
CITY OF FORT WORTH Berkshire MF – Phase 1
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS City Project No. 102776
Revised January 31, 2012
SECTION 00 62 14 1
PAYMENT BOND 2
3
THE STATE OF TEXAS § 4
§ KNOW ALL BY THESE PRESENTS: 5
COUNTY OF TARRANT § 6
7
That we, Moss Utilities, LLC known as “Principal” herein, and 8
Atlantic Specialty Insurance Company, a corporate surety ( or sureties if more than one), duly 9
authorized to do business in the State of Texas, known as “Surety” herein (whether one or more), 10
are held and firmly bound unto the Developer, Berkshire 1 Venture LLC, authorized to do 11
business in Texas “(Developer”), and the City of Fort Worth, a Texas municipal corporation 12
(“City”), in the penal sum of ONE HUNDRED TWENTY-FOUR THOUSAND NINE 13
HUNDRED SIXTY-ONE AND 98/100 DOLLARS ($124,961.98), lawful money of the United 14
States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and 15
truly be made jointly unto the Developer and the City as dual obligees, we bind ourselves, our 16
heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these 17
presents: 18
WHEREAS, Developer and City have entered into an Agreement for the construction of 19
community facilities in the City of Fort Worth, by and through a Community Facilities 20
Agreement, CFA Number CFA20-0103 ;and 21
WHEREAS, Principal has entered into a certain written Contract with Developer, 22
awarded the 21st day of January , 2021, which Contract is hereby referred to and 23
made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment, 24
labor and other accessories as defined by law, in the prosecution of the Work as provided for in 25
said Contract and designated as Water, Sewer, and Drainage Improvements to Serve Berkshire 26
MF-Phase I. 27
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 28
Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 29
Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 30
the Contract, then this obligation shall be and become null and void; otherwise to remain in full 31
force and effect. 32
Bond Number: 800080041
OU6214-2
PAYMENT BOND
Pagc 2 0l'2
This bond is �nacie and executed in compliaa�ce with the provisions ofChapter 2253 ofthe
?
3
Texas Go�ernment Code, as aanended, and �11 liabilities on this bond shall be detennined in
accordance with the provisioczs of said statt�te.
4 IN W�TNE�S WHER�DI+, the Princi�al and Surety klave eacl� SIGNED and SEALED
5 this instrument by duly authorized agents and officers on this the �� day of
� `.� !� N , zo�, Z4
�
,�pRY PGB HAYLIE WEATNERSBY ARINCiAAL:
x `�. Nokary I� #13Z105862 Moss lltilities LL .
s�, P My Cammission Expires
��f o� z�'* .�uly 29, 2023
ATT� . BY:
Signa#ure
cr 1 c i �.• �`
(Princip 1 Seci�etary � Nam nd Tif[e
Address: 3300 Rock Island Road
Irvin , TX 750b0
Witness as to Principal
SURCTY;
Atlantic Specialty Insurance Company
ATTEST: BY: �
Signature
Lloyd Ray Pitks Jr - Attorney-In-Fact
(Surety) Secreta�y Melissa Pitts, Bond Secretary Name and Titie
Witness Surety Ja��an A Pitts
8
9
�0
ll
l2
13
14
Address: 605 Hi.ghway lb9 North, Suite 800
Plymoutll, MN 55441
Telephon� Nu�nbe�-: 832-44b-3340
Note: If signed by an officer of the Surety, there rnust be on file a certified extract from the
bylaws showing tl�a# this person has authority to sign such obligation. [f Surety's physical
address is difFerent from its mailing address, both must be provided.
The date of ille bond shall noi be prior to tlle date the Contract is awa�•ded.
END OR SECTION
,,
CIT�' 0� FORT WORTIi Berlrsf�ire d1F— Phase 1
STANDARD Cl'l'Y CONllI'170NS — DEVCLOPER AWARDrD PROJrCTS Cir}� Projecr No. 10?77G
Kevised January 3 L, 2012
intact
INSURAPICE
�;'-''�] �1�:F � _' �,' �i, � �r�'`.��� �.�. �_ �' �=ir �� �j�
KIVQW ALL ML�N BY THESE PR�,SENTS, that A7'I,AIVT�C SPECIALTY �NST_TF2.ANCE CaMPAIVY, a[Vew Yorlc corporation with its pri��ipal office in Plymvuth,
ivluuiesota, daes hereby constitute and appoint: WiLliam D. Birdsong, Lloyd Ray Pitts Jr., 3ordan A. Pitts, each individually if thcrc bc more [han pne nauied, its h�ue and
lawful Attor�iey-in-Fact, cn malce, exe�ute, s�al and delivec, for and on its behalF as surety, any aud all houds, recognizances, contracts of indem�ity, and all nther writings
obligatory in tlie nature thereof; provicled that no bond or undertaking executed aader this autlsority shall exceed in amount Ihe sum of: unlunited and the execution of such
bonds, recognizanees, contracts o€ indemnity, and aIl other writings obligatory in the nature [hereof in pursuance of these presen�, sltall be as binding upon said Company as if
they l�ad beeo fii31y signed by an aud�orized officer of d�e Company and sealed widi die Company seal. This Power of Attorney is matle aod executed I�y aud�oriry oE tl�e
Follc�wing resolutions adoptcd by the Board of Directars of A'CF.ATV'T'IC SPECIALTY itVSURANCE COMPANY on tlie twenty-fifth day of 5eptember, 2012:
Aesolved: That the President, any Senior Vice President or Vice-President (eacli an "Authorized Officer") may execute for and in behalf of the Campan,y any and
all 6onds, recognizances, contracts of indem�iiy, and �lI other writings oUligatory in tl�e »ature tliereof, and affix the seal of the Company theretti; and that the
Auchorized Officer may appoii�t and authorize an Attorney-in-Fact to exe�ute on behalf of the Company any and all such instruments and to aEEix the Company
seal d�erero; and that d�e Authprized OFficer may at auy t'tu�e remove auy sucl� Attoruey-in-Fact and revolae all power and authority given to any such Attorney-in-
Fact.
Resolved: That the Attorney-in-PaR may bc givcn fuf I power and authority to cxecute for and in ll�e name and on behalf of the Con�pany any and all bonds,
recognizances, contracts oi indemnity, and aIl other writings obligaYory in the nahue thereof, and any such instrument execufed by any such Altoiney-in-Fact shall
be as biuding upou d�e Compaay as iF signed a�id sealed 6y an Authorized Offi�er and, further, the Attoiney-in-Fact is hereby authorized to vcriFy any affidavit
required to 6e attached to 6ands, recngnizances, contracts of indemnity, and all other writings obligaYory in the nature il5ereoP,
This power of attorncy is signed and scaled by Facsimile under the autliotity of the fotlawing Resolutiou adapted hy the Boazd of D'u�e�tflrs of ATtAdVT1C SPEC�ALTY
LNSllRANCE COMPANY on the twenty-fifth day of Sepiember, 2012:
Resolved: That the signature of an Aiithorized Officer, ihc signaturc of the 5ccretary or thc Assisfanl Secretaey, and die Company seal may he affixed by
facsimile co any power of attorney oi to any ceruficate ielating thereto appointing an Attorney-in-Fact for purposes only of cxecuting and sealing any bond,
under[aking, recogniza�ee or othcr tivritten o6ligation in tlie �zature thereof, and aciy such signawre ai�d seal where so used, being hereby adopted by thc Company
as die priginal signature of such officer and tl�e original seal of die Company, to 6e valid and binding upon the Company with the same force and eFFect as thaugh
manuaLly affixed.
IN WITNE55 WHi:kEOF, A'IL131VTIC 5PECIALTY LNSURANCE CUIVIPANY has caused these presents to 6e signeCl by an Authorized Officer and the seal of the Company
to l�e aEfixed Ihis twenty-seve�;ii� day nf April, 2020.
STATE OF iV[In�R' ESOTA
HENI�TL�PI3'd �QUNTY
`=4 ``pHPOfjk FA��'=
_ N 5 EAL m : ��j
; r 1986 0 < Sy
a;
�"2a �E+�' YQP�aa,:' Paul J. Brehm, Senioi Vice President
,�s �, rs�,.
On diis twenty-sevenfh day �f Apri�, 202[], Uefore me persanally came Paui J. Brehm, 5enipr Vice President of ATLAN'ITC SPELIALTY INS[JRANCE COMPAIVY, to me
persanally ]ci�own to be the i��dividual and officer descri6ed in an[i who executed the preceding instrument, and he acknpwtedged the execution of die same, and being by me
cluly sworn, t1�at he is the said officer of the Company aforesaid, and tliat the seal affused to the preced'uig instrument is the seal of said Company and that the said seal and die
signature as such officer was duly affixed and subscribetl to the said instrument by the authority and at the direction of the Company.
�'' ,, n•+�.� � ALISON DWAN NASH•TROUT
' � NOTARY PUBLIC • MINNESOTA
T My Commisskon Explres
�'�;,,. �' January 31, 2025
�5r� �� ����
Notary Public
I, llie uudersigned, Secretary of ATLAN77C SPECiALTY TNSURAIVCE COMPANY, a New York Corporation, do hereby certify d�at tlie fpregoing powex of attomey is in Full
force and has not been revaked, aa[i the resolutions se`t forth above are naw in forte.
5igned and sealed, ❑ated� day of �J� t�.
This Power of Attorney e�cpires
Ja�ivaxy 31, 2�25
`�.�,� Y "�1�'SG9� .
;q `Op,?9fIRT,c��,z
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�r �, ht..
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Kara Barrow, 5ecretary
Please direct �ondverifications ta ,ureryClintactinsurance.cnm
IMPORTANT NOTICE
To abtain information or make a complaint:
You may contact yaur agent.
AVIS� IMF'ORTANTE
Para abtener informacion o para someter una queja:
Puede communicarse con su agente.
You may call your Insurance Carrier's toll-free iJsted puede llamar al numero de telefono gratis de su
telephone number for informaiion or to make compania de seguros para infarmacion o para someter
a complaint at: una queja al:
1-80D-321-2721
You may also write to yaur Insurance Carrier
�
Atlantic Specialty Insurance Company
Paralegal
605 Highway 169 North, Suite 800
Plymouth, MN 55441
9 -800-321-2721
Usted tambien pued� escribir a su companfa
de seguros en:
Atlantic Specialty Insurance Company
Paralegal
6D5 Highway 9S9 North, Suite 800
Plymouth, MN 55441
Email: surety@intacfinsurance.com
!'hane: 1-800�62-0156
Email: surety@intactinsurance.com
Phone:l-800-682-0156
You may co�tact the Texas Department of Puede comunicarse con el Departamento de 5eguros de
Ins�rance to obtain information on Texas para obtener infarmacion acerca de companias,
companies, coverages, rights or complaints coberturas, derechos o quejas al:
�
1-800-252-3439
You may write the Texas Department of
Insurance:
1-800-252-3439
Puede escribir af Departamento de Seguros �e
7exas:
P.O. Box 1499 a4, Austin, TX 78714-91 a4
Fax: (512) 490-10D7
Web: www.tdi.texas.go�
E-mail: Consurt�erProtection tdi.iexas. ov
P.O. Bax 149104, Austin, TX 78714
Fax: {5'f 2) 490-1007
Web: www.tdi.texas.gov
E-mail Cons�.u�ierProtection(c�tdi texas.qov
PREMIUM OR CLAIM DISPUTES: Should DISPUTAS S08RE PREMAS o RECLAMQS: 5i tiene
you ha�e a dispute conceming your premium u�a disputa concerniente a su prima o a un reclamo, debe
or about a claim you should contact the agent comunicarse con el agente primero. Si no se resuelve la
first. If the dispute is not resolvetE, you may disputa, puede entonces comunicarse con el
contact the Texas �epa�tment af Insurance. d�partamento (TRI},
ATTACH THIS NOTICE 70 YOUR POLICY: UNA ESTE AVISO A 5U POLIZA: Este a�iso es solo
This notice is for in#ormation only and daes opara propos�to de informacion y no se convierte en parte
not become a part or condifion of the attached condicion del documento adjunto.
document.
VCM PHN TX 001 1013
00 62 19 - 1
MAINTENANCE BOND
Page 1 of 3
CITY OF FORT WORTH Berkshire MF – Phase 1
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS City Project No. 102776
Revised January 31, 2012
SECTION 00 62 19 1
MAINTENANCE BOND 2
3
THE STATE OF TEXAS § 4
§ KNOW ALL BY THESE PRESENTS: 5
COUNTY OF TARRANT § 6
7
That we Moss Utilities, LLC , known as “Principal” herein and 8
Atlantic Specialty Insurance Company , a corporate surety (sureties, if more than one) duly 9
authorized to do business in the State of Texas, known as “Surety” herein (whether one or more), 10
are held and firmly bound unto the Developer, Berkshire 1 Venture LLC, authorized to do 11
business in Texas (“Developer”) and the City of Fort Worth, a Texas municipal corporation 12
(“City”), in the sum of ONE HUNDRED TWENTY-FOUR THOUSAND NINE HUNDRED 13
SIXTY-ONE AND 98/100 DOLLARS ($124,961.98), lawful money of the United States, to be 14
paid in Fort Worth, Tarrant County, Texas, for payment of which sum well and truly be made 15
jointly unto the Developer and the City as dual obligees and their successors, we bind ourselves, 16
our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these 17
presents. 18
19
WHEREAS, Developer and City have entered into an Agreement for the construction of 20
community facilities in the City of Fort Worth by and through a Community Facilities 21
Agreement, CFA Number CFA20-0103 and 22
WHEREAS, the Principal has entered into a certain written contract with the Developer 23
awarded the 21st day of January , 2021, which Contract is hereby referred to and 24
a made part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment 25
labor and other accessories as defined by law, in the prosecution of the Work, including any 26
Work resulting from a duly authorized Change Order (collectively herein, the “Work”) as 27
provided for in said Contract and designated as Water, Sewer, and Drainage Improvements to 28
Serve Berkshire MF-Phase I; and 29
30
WHEREAS, Principal binds itself to use such materials and to so construct the Work in 31
accordance with the plans, specifications and Contract Documents that the Work is and will 32
remain free from defects in materials or workmanship for and during the period of two (2) years 33
after the date of Final Acceptance of the Work by the City (“Maintenance Period”); and 34
Bond Number: 800080041
006219-2
MAINTEAlANCE BOND
Page 2 of 3
1
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WHER�AS, Principal binds itself ta repair or reconstrucE the Wark in whole or in part
upon receiving noiice fro�aa tla� Dev�loper attd/or City of the need thereaf at any time within the
Maintenance Period.
NOW THEREFORE, the co�zdition ofthis obligation is such that if Principal shall
remedy any defective Work, for which fimely notice was provided hy Devetoper or C�ty, ta a
completion safisfactory to the City, then this obligation shall become �iult and void; otherwise #a
remain in fulE force and effect.
PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely
noticed defective Work, it is agreed t�at the Develaper or City may cause ar►y and all such
defective Work to be repaired andlor reconstructed with alI associated costs thereof being borne
by the Principa] and the Surety under this Maintenance Bond; and
PROVID�D FURTHER, that if any legal action be filed on this Bond, vei�ue sha]I ]ie in
Tarrant County, Texas or the United 5tates District Court far the Northern District of Texas, Fart
Worth Divisio��; and
PROVIDED FURTHER, that this obligation shall be continuous in r�ature and
successive recoveries may be had hereon for successive breaches.
CITY OF PORT WORTH
S"I'ANDARll C[TY CONDITIONS — D�VELOP�R AWARDE➢ PROJ�CTS
Revised lanuary 31, 2012
Berkshire MF—Phase 1
Cih� Pr•ojec[ No. 102776
OQ6214-3
Nl�l[IVTE[VANCE BOND
Page 3 of3
1 IN WITNESS WHEREOR, the Principa� and ti�e Surety have eacli S[GNED and SEALED tllis
2 instrument Uy duly authorized agents and officers on this the Z-� day of
3 , 20'� Z �
�
5
sr�v pUe HAYiiE WEATHERSBY
x��� Natary ID #132105862
s,� � My Commission �xpires
9pf pF i�^� July 29, 2023
PRINC[PAL:
Moss Utilities C �
BY:
6
7
g
9
10
11
12
l3
14
15
16
17
18
f9
20
21
?2
23
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2�
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Signature
,QTTEST: ,1
�,f�, �l��j/�,� � � `�' L �
(Princi�s 1 Secretary ame and Title
Address: 3300 Rocic Island Road
Irvin�, TX 75060
W itness as #o Pri ncipa]
ATTEST: �
6� �
{5urety) secretary Melissa Pitt �ond Secretary
Witness as r J rdan A P1tti5
S[JRETY:
Atlantic Specialty Insurance Com�arsy�
BY: � -
Sig atttre
Lloyd Ray Pitts Jr - Attorney-In-Fa�t
Name and Title
Address: 605 Highway lb9 North, Suite 800
Plyanouth, MN 55�41
Telephane Number: 832-446-3340
*Note: If signed by a.n officeE� o�the Surety Coarapany, thef�e must be on file a c�rtified extract
from tlle by-laws sllowi»g that tl�is person has authoc�ity to sign such obligation. If
5urety's physica[ address is different from its mailing address, both must be provided,
The date of the bond shall not be prior to the date the Contract is awa�•ded.
C1Tl' OC' PORT WORTH 73erk.shir e h?F' — Phcrse 1
S'1'ANDARD Cl'1'Y COfVDIT[OT�lS — llEVELOPER AWARD�,D PROJECTS Cig� Pr•ojec! Na 102776
ftevised January 31, 2012
intaGt
IIVSEIRAP�CE
� ����������� ��r �`'��,,�,��,;��,.�:����:� ���-��,
KNOW ALL MEN BY TH�SE PRESENTS, tliat ATLANTIC SPECiALTY INSURAPICE COMPANY, a I�Icw Yorlc corporation with its principal pffice iu Plymouth,
Mll1lle5OLd, does hereby constitute and appoint: William D. Sirdsong, Lluyd Ray Pitts Jr., Jardan A. Pitts, each individually iE d�ere 6e moie than one named, its true and
lawful Attorney-in-Fact, to malce, execute, seal and deli�er, Far and on its 6el�alf as surety, any and all bonds, recognizances, contracts of indemnity, and all other writiags
pbligatory in dte nature d�ereoi; provided that na bond or undertaking execuced under this authority shall exceed in amount the sum of: unlimited and the exetution of such
6onds, rccognizances, coutracts of indenuury, and all other writings obligatory in die �ature thereof in pursuance of t�iese presents, shall be as binding upon said Company as if
they had been fully signed by an avthorized officer of the Company and scaled with die Company seal. This Po�ver of Attoruey is made and executed by authority oE the
followin� resolutions adopted by the gaard of Directors oE ATLANTTC SPEC]fiLTY TNSURANGC GOMP_ANY on the twenty-fifth day of September, 2012:
Resolved: Tliat the President, any 5eiuor Vice Presidenl pr Vice-Pxesident {each an "Authorized OfEicer") may execate for and in behalf pf the Company a��y and
alI bonds, recognizances, cnntracts af inderm�ity, and a]I other writings ok�ligatory iii die nahire thereof, a�d afEix tlie seal of the Company thereto; and that d�e
AuChorized 4fficer may appoint and authorize an Attorney-iu-Fact to execute on 6ehalf of Yhe Company any and all such instruments and ta aEfix the Company
seal thereto; and that the Authorized QfFicer may at any time removc any sucli Rttorney-in-Pact and rerrok� all power aud audiority given to any such Attorney-in-
FdLL.
Resolved: That tile Attorney-in-Fa�t may be gi�en full power and authority to execute for and in tlie ��ame and o� hehalf of the Campany any and all bonds,
recognizances, Contracts of zndemnity, and all other evritings obligatory in die nature tl�ereof, and any such instrument executed by any su�h Flitorney-in-Fact shall
he as 6inding upon tlle Company as if signed and sealed b,y an Authorized Officer and, furtl�er, the At[orney-in-Faet is hereby authoYized to verify any �ffidavit
required to be atta�hed to bonds, recognizances, cont��acts of in[lemnity, and all ot�ier ivriu��gs o6ligatory in the nature thereof.
This power of atkorney is sigi�ed and sealed by fa�simile undcr the autharicy oE the following Reso3ution adopted by d�e Soard of Directors of ATLANTIC SP�CLALTY
INSURA[VCE CaMPAtVY on the twenty-fifth day of Septen�her, 2D12:
Resolved: That the siguature of ail Authorized Officer, the signature flf the Secretary or the Assistant Secretary, and the Company seal may be affixed 6y
facsimile to any power of attomey or to any certificate relating thereto appainung an Atmmey-in-Fact far �urp�ses o�ily of executing and sealing any bond,
mide��talcing, recognizance or other written obligation in the nature thereof, and any such signature and seal where so used, being here6y adopted by the Company
as the original signatur� oF such of[icex and the original seal of the Compauy, to 6e valid and binding upon d�e Company with the sarne force and eFiect as tliaugli
manually affixed.
IN WITIVESS WHHREOF, ATLANTTC SPECIALTY INSURANC� CdMPANY ltas caused these presents to 6e sigiled by an Authorizcd Officer and d�e seal of Lhe Comp�ny
ta 6e affixed this twenCy-seventh tiay af April, 2020.
STATC: GF IVi1��INESOTA
HEiVfVL�lN COUNTY
�'4�'`COPPOqq �9C r'
y SEAL m; IO�j
_`� 1988 0: By
:''y . ,�R P'F �';
';,,6�f W Yo �aa: Paul ]. Brehm, Senior Vice President
a ti.� r.
On this twen[y-sevei;tli r�.ay aCApril, 2020, before me persona3ly came Paul J. Brelun, Senior Vice President oF A`I'LAI�TCC SPECIALTYIN5T.TF2.AIVGE COMPANY, to me
pe�sonally 1<nowrt to be the individual and ofFicer desciibed in and who executeci Ihe precediug u�strument, and he ack�owledged the execution of the samc, and being hy me
duly sworn, that he is the said ofFicer of the Company aEoresaid, and that the seal affixed to ihe precediug iustrument is the seal of said Company and that the said scal and Il�e
signature as such officer was duly affixed and subscii6ed to the saicl instrument by the author€ry and at the direction pf [��e Company.
.�n•�;`� ALISON DYVAN NA5H•iR4l1T
��` NOTARY PIfBLIC • MINNESOTA
a� My Commfselon Expires
'�j�� January 31, 2025
�'� �/lt ��
Notary Public
I, the undersigned, 5e�retary of ATLANT7C SPECIAL'IY INSURIL[VCE COMPAIVY, a New Yorlc Corporauon, do hete6y �crtify that die foregouig power of attorney is in Eull
force and has uot been revol:ed, and the resohltions set forth above are now in force.
Signed and sealed. Dated� day of .}� N .�.
'I'his Power of AttoRiey expiies
January 31_, 2025
`4�`4�1,�3����� �R9n..
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=�� �ME�v yo�� ya.
S y s.� ,
-,�:,,,,.�.
�����`"'�
Kara Sarrow, Seerctary
Please direet band verifi�ations m sin e��ii�tactii�surance c�m
�
IM�ORTANT NOTICE
To obtain information pr make a complaint
You may contact your agent.
AVISO IMPORTANTE
Para obtener informacion o para someter una queja:
Puede communicarse con su agente.
You may caEi your Insurance Carrier's toll-free Usted puede Ilamar al numero de telefono gratis de su
telephpne number for information ar to make compania de seguros para informacion o para someter
a complaint at: una queja al:
1-800�21-2727
You may also write to your Insurance Carrier
�
Atlaniic Specialty Insurance Company
Paralegal
805 Highway 169 North, 5uite 800
Plymouth, MN 55441
Email: surety@intacfinsurance.com
Phone:1-80a-662-0156
You may contact the Texas Department of
Insurance to obtain information on
companies, coverages, rights or complaints
�
1-$00-252-3439
You may write the Texas Department af
�nsurance:
P.Q. Box 149104, Austin, TX 78714-9104
Fax: (512) 490-10Q7
Web: www.tdi.texas.gav
�-mail: Consur��erProtection(�a tdi t�xas.gov
9 �00-321-2727
Usted tamhien puede escribir a su compa�ia
de seguros en:
Atlantic Specialty Insurance Company
Paralegal
605 Highway 169 North, Suite 800
Plymouth, MN 55441
Emai�: surety@inEactinsuranc�.com
Phone;l-800�62-0158
Puede comunicarse con el Departamento de Seguros de
Texas para obtener informacion acerca de companias,
coberturas, derechos o quejas al:
1-80U-252-3439
Puecie escribir al Departamento de Seguros de
Texas:
P.O. Box 149104, Austin, TX 78714
Fax: (512) 490-1007
Web: www.Edi.t�xas.go�
E-maiL ConsumerProtection(c�tdi.texas qov
PREMIUM OR CLAIM �ISPUTES: Should DISPUTAS SOBRE PRlMAS o RECLAM05: Si tiene
you have a dispute cancerning your premiurr� una disputa concerniente a su prima o a un reclamo, debe
or about a claim you shoul� contact the agent comunicarse con el agente primero. Si no se resuelve la
first. If the dispute is not resolved, you may disputa, puede entonces comunicarse con el
contact the Texas Department of Insurance. departamenta (TDI).
ATTACM TFEIS NOTICE TO YOUR POLICY:
This notice is for information anly and daes
not become a part or condition of the attachec!
document.
UNA �ST� AVISO A SU PO�IZA: Este a�iso es solo
opara proposito de informacion y no se con�ier#e en parte
condicion del documento adjunto.
►+r���ii �: �. tr•s�r�z `r�y �3
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
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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
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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.
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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.
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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.
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STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
41. Work—The entire construction or the various separately identifiable parts thereof required
to be provided under the Contract Documents. Work includes and is the result of performing
or providing all labor, services, and documentation necessary to produce such construction
including any Participating Change Order, Non-Participating Change Order, or Field
Order, and furnishing, installing, and incorporating all materials and equipment into such
construction, all as required by the Contract Documents.
42. Working Day – A working day is defined as a day, not including Saturdays, Sundays, or
legal holidays authorized by the City for contract purposes, in which weather or other
conditions not under the control of the Contractor will permit the performance of the
principal unit of work underway for a continuous period of not less than 7 hours between 7
a.m. and 6 p.m.
1.02 Terminology
A. The words and terms discussed in Paragraph 1.02.B through D are not defined but, when used in
the Bidding Requirements or Contract Documents, have the indicated meaning.
B. Defective:
1. The word “defective,” when modifying the word “Work,” refers to Work that is
unsatisfactory, faulty, or deficient in that it:
a. does not conform to the Contract Documents; or
b. does not meet the requirements of any applicable inspection, reference standard, test, or
approval referred to in the Contract Documents; or
c. has been damaged prior to City’s written acceptance.
C. Furnish, Install, Perform, Provide:
1. The word “Furnish” or the word “Install” or the word “Perform” or the word “Provide” or
the word “Supply,” or any combination or similar directive or usage thereof, shall mean
furnishing and incorporating in the Work including all necessary labor, materials, equipment,
and everything necessary to perform the Work indicated, unless specifically limited in the
context used.
D. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known
technical or construction industry or trade meaning are used in the Contract Documents in
accordance with such recognized meaning.
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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;
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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.
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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
1. The certificate of insurance shall document the City, an as “Additional Insured” on all
liability policies.
2. The Contractor’s general liability insurance shall include a, “per project” or “per location”,
endorsement, which shall be identified in the certificate of insurance provided to the City.
3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the
insured, be complete in its entirety, and show complete insurance carrier names as listed in
the current A.M. Best Property & Casualty Guide
4. The insurers for all policies must be licensed and/or approved to do business in the State of
Texas. Except for workers’ compensation, all insurers must have a minimum rating of A-:
VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial
strength and solvency to the satisfaction of Risk Management. If the rating is below that
required, written approval of City is required.
5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor
of the City. In addition, the Contractor agrees to waive all rights of subrogation against the
Engineer (if applicable), and each additional insured identified in these Standard City
Conditions. Failure of the City to demand such certificates or other evidence of full
compliance with the insurance requirements or failure of the City to identify a deficiency
from evidence that is provided shall not be construed as a waiver of Contractor’s obligation
to maintain such lines of insurance coverage.
6. If insurance policies are not written for specified coverage limits, an Umbrella or Excess
Liability insurance for any differences is required. Excess Liability shall follow form of the
primary coverage.
7. Unless otherwise stated, all required insurance shall be written on the “occurrence basis”. If
coverage is underwritten on a claims-made basis, the retroactive date shall be coincident with
or prior to the date of the effective date of the agreement and the certificate of insurance shall
state that the coverage is claims-made and the retroactive date. The insurance coverage shall
be maintained for the duration of the Contract and for three (3) years following Final
Acceptance provided under the Contract Documents or for the warranty period, whichever is
longer. An annual certificate of insurance submitted to the City shall evidence such
insurance coverage.
8. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the
required lines of coverage, nor decrease the limits of said coverage unless such endorsements
are approved in writing by the City. In the event a Contract has been bid or executed and the
exclusions are determined to be unacceptable or the City desires additional insurance
coverage, and the City desires the contractor/engineer to obtain such coverage, the contract
price shall be adjusted by the cost of the premium for such additional coverage plus 10%.
9. Any self-insured retention (SIR), in excess of $25,000.00, affecting required insurance
coverage shall be approved by the City in regards to asset value and stockholders' equity. In
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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
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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-
NONE
NONE
NONE
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way, the Contractor may be required to provide separate insurance policies in the name
of each railroad company.
c. If, in addition to a grade separation or an at-grade crossing, other work or activity is
proposed on a railroad company’s right-of-way at a location entirely separate from the
grade separation or at-grade crossing, insurance coverage for this work must be included
in the policy covering the grade separation.
d. If no grade separation is involved but other work is proposed on a railroad company’s
right-of-way, all such other work may be covered in a single policy for that railroad, even
though the work may be at two or more separate locations.
5. No work or activities on a railroad company’s property to be performed by the Contractor
shall be commenced until the Contractor has furnished the City with an original policy or
policies of the insurance for each railroad company named, as required above. All such
insurance must be approved by the City and each affected Railroad Company prior to the
Contractor’s beginning work.
6. The insurance specified above must be carried until all Work to be performed on the railroad
right-of-way has been completed and the grade crossing, if any, is no longer used by the
Contractor. In addition, insurance must be carried during all maintenance and/or repair work
performed in the railroad right-of-way. Such insurance must name the railroad company as
the insured, together with any tenant or lessee of the railroad company operating over tracks
involved in the Project.
E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation
or other loss of insurance coverage. Contractor shall stop work until replacement insurance has
been procured. There shall be no time credit for days not worked pursuant to this section.
4.05 Acceptance of Bonds and Insurance; Option to Replace
If City has any objection to the coverage afforded by or other provisions of the bonds or insurance
required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis
of non-conformance with the Contract Documents, the Developer and City shall so notify the
Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence
requested). Contractor shall provide to the City such additional information in respect of insurance
provided as the Developer or City may reasonably request. If Contractor does not purchase or
maintain all of the bonds and insurance required by the Contract Documents, the Developer or City
shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure
to maintain prior to any change in the required coverage.
ARTICLE 5 – CONTRACTOR’S RESPONSIBILITIES
5.01 Supervision and Superintendent
A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting
such attention thereto and applying such skills and expertise as may be necessary to perform the
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Revised: January 10, 2013
Work in accordance with the Contract Documents. Contractor shall be solely responsible for the
means, methods, techniques, sequences, and procedures of construction.
B. At all times during the progress of the Work, Contractor shall assign a competent, English-
speaking, Superintendent who shall not be replaced without written notice to City. The
Superintendent will be Contractor’s representative at the Site and shall have authority to act on
behalf of Contractor. All communication given to or received from the Superintendent shall be
binding on Contractor.
C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of
construction.
5.02 Labor; Working Hours
A. Contractor shall provide competent, suitably qualified personnel to perform construction as
required by the Contract Documents. Contractor shall at all times maintain good discipline and
order at the Site.
B. Except as otherwise required for the safety or protection of persons or the Work or property at
the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work
at the Site shall be performed during Regular Working Hours. Contractor will not permit the
performance of Work beyond Regular Working Hours or for Weekend Working Hours without
City’s written consent (which will not be unreasonably withheld). Written request (by letter or
electronic communication) to perform Work:
1. for beyond Regular Working Hours request must be made by noon at least two (2) Business
Days prior
2. for Weekend Working Hours request must be made by noon of the preceding Thursday
3. for legal holidays request must be made by noon two Business Days prior to the legal
holiday.
5.03 Services, Materials, and Equipment
A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full
responsibility for all services, materials, equipment, labor, transportation, construction
equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary
facilities, temporary facilities, and all other facilities and incidentals necessary for the
performance, Contractor required testing, start-up, and completion of the Work.
B. All materials and equipment incorporated into the Work shall be as specified or, if not specified,
shall be of good quality and new, except as otherwise provided in the Contract Documents. All
special warranties and guarantees required by the Specifications shall expressly run to the benefit
of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of
required tests) as to the source, kind, and quality of materials and equipment.
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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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Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 26 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
ARTICLE 6 – OTHER WORK AT THE SITE
6.01 Related Work at Site
A. City may perform other work related to the Project at the Site with City’s employees, or other
City contractors, or through other direct contracts therefor, or have other work performed by
utility owners. If such other work is not noted in the Contract Documents, then written notice
thereof will be given to Contractor prior to starting any such other work; and
B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility
owner, and City, if City is performing other work with City’s employees or other City
contractors, proper and safe access to the Site, provide a reasonable opportunity for the
introduction and storage of materials and equipment and the execution of such other work, and
properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of
the Work that may be required to properly connect or otherwise make its several parts come
together and properly integrate with such other work. Contractor shall not endanger any work of
others by cutting, excavating, or otherwise altering such work; provided, however, that
Contractor may cut or alter others' work with the written consent of City and the others whose
work will be affected.
C. If the proper execution or results of any part of Contractor’s Work depends upon work
performed by others under this Article 7, Contractor shall inspect such other work and promptly
report to City in writing any delays, defects, or deficiencies in such other work that render it
unavailable or unsuitable for the proper execution and results of Contractor’s Work. Contractor’s
failure to so report will constitute an acceptance of such other work as fit and proper for
integration with Contractor’s Work except for latent defects in the work provided by others.
ARTICLE 7 – CITY’S RESPONSIBILITIES
7.01 Inspections, Tests, and Approvals
City’s responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph
11.03.
7.02 Limitations on City’s Responsibilities
A. The City shall not supervise, direct, or have control or authority over, nor be responsible for,
Contractor’s means, methods, techniques, sequences, or procedures of construction, or the safety
precautions and programs incident thereto, or for any failure of Contractor to comply with Laws
and Regulations applicable to the performance of the Work. City will not be responsible for
Contractor’s failure to perform the Work in accordance with the Contract Documents.
B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 5.13.
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Page 27 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
7.03 Compliance with Safety Program
While at the Site, City’s employees and representatives shall comply with the specific applicable
requirements of Contractor’s safety programs of which City has been informed pursuant to
Paragraph 5.13.
ARTICLE 8 – CITY’S OBSERVATION STATUS DURING CONSTRUCTION
8.01 City’s Project Representative
City will provide one or more Project Representative(s) during the construction period. The duties
and responsibilities and the limitations of authority of City’s representative during construction are
set forth in the Contract Documents.
A. City’s Project Representative will make visits to the Site at intervals appropriate to the various
stages of construction as City deems necessary in order to observe the progress that has been
made and the quality of the various aspects of Contractor’s executed Work. Based on
information obtained during such visits and observations, City’s Project Representative will
determine, in general, if the Work is proceeding in accordance with the Contract Documents.
City’s Project Representative will not be required to make exhaustive or continuous inspections
on the Site to check the quality or quantity of the Work. City’s Project Representative’s efforts
will be directed toward providing City a greater degree of confidence that the completed Work
will conform generally to the Contract Documents.
B. City’s Project Representative’s visits and observations are subject to all the limitations on
authority and responsibility in the Contract Documents.
8.02 Authorized Variations in Work
City’s Project Representative may authorize minor variations in the Work from the requirements of
the Contract Documents which do not involve an adjustment in the Contract Price or the Contract
Time and are compatible with the design concept of the completed Project as a functioning whole as
indicated by the Contract Documents. These may be accomplished by a Field Order and will be
binding on City Developer, and also on Contractor, who shall perform the Work involved promptly.
8.03 Rejecting Defective Work
City will have authority to reject Work which City’s Project Representative believes to be defective,
or will not produce a completed Project that conforms to the Contract Documents or that will
prejudice the integrity of the design concept of the completed Project as a functioning whole as
indicated by the Contract Documents. City will have authority to conduct special inspection or
testing of the Work as provided in Article 11, whether or not the Work is fabricated, installed, or
completed.
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Page 28 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
8.04 Determinations for Work Performed
Contractor will determine the actual quantities and classifications of Work performed. City’s Project
Representative will review with Contractor the preliminary determinations on such matters before
rendering a written recommendation. City’s written decision will be final (except as modified to
reflect changed factual conditions or more accurate data).
ARTICLE 9 – CHANGES IN THE WORK
9.01 Authorized Changes in the Work
A. Without invalidating the Contract and without notice to any surety, City may, at any time or
from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall
promptly proceed with the Work involved which will be performed under the applicable
conditions of the Contract Documents (except as otherwise specifically provided). Extra Work
shall be memorialized by a Participating Change Order which may or may not precede an order
of Extra work.
B. For minor changes of Work not requiring changes to Contract Time or Contract Price on a
project with City participation, a Field Order may be issued by the City.
9.02 Notification to Surety
If the provisions of any bond require notice to be given to a surety of any change affecting the
general scope of the Work or the provisions of the Contract Documents (including, but not limited
to, Contract Price or Contract Time), the giving of any such notice will be Contractor’s
responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the
effect of any such change.
ARTICLE 10 – CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME
10.01 Change of Contract Price
A. The Contract Price may only be changed by a Participating Change Order for projects with City
participation.
10.02 Change of Contract Time
A. The Contract Time may only be changed by a Participating Change Order for projects with City
participation.
10.03 Delays
A. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or
damages (including but not limited to all fees and charges of engineers, architects, attorneys, and
other professionals and all court or arbitration or other dispute resolution costs) sustained by
Contractor on or in connection with any other project or anticipated project.
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Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 29 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
ARTICLE 11 – TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF
DEFECTIVE WORK
11.01 Notice of Defects
Notice of all defective Work of which City has actual knowledge will be given to Contractor.
Defective Work may be rejected, corrected, or accepted as provided in this Article 13.
11.02 Access to Work
City, independent testing laboratories, and governmental agencies with jurisdictional interests will
have access to the Site and the Work at reasonable times for their observation, inspection, and
testing. Contractor shall provide them proper and safe conditions for such access and advise them of
Contractor’s safety procedures and programs so that they may comply therewith as applicable.
11.03 Tests and Inspections
A. Contractor shall give City timely notice of readiness of the Work for all required inspections,
tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required
inspections or tests.
B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any
of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full
responsibility for arranging and obtaining such independent inspections, tests, retests or
approvals, pay all costs in connection therewith, and furnish City the required certificates of
inspection or approval; excepting, however, those fees specifically identified in the
Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR)
inspections, which shall be paid as described in the Supplementary Conditions.
C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection
with any inspections, tests, re-tests, or approvals required for City’s acceptance of materials or
equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment
submitted for approval prior to Contractor’s purchase thereof for incorporation in the Work.
Such inspections, tests, re-tests, or approvals shall be performed by organizations approved by
City.
D. City may arrange for the services of an independent testing laboratory (“Testing Lab”) to
perform any inspections or tests (“Testing”) for any part of the Work, as determined solely by
City.
1. City will coordinate such Testing to the extent possible, with Contractor;
2. Should any Testing under this Section 11.03 D result in a “fail”, “did not pass” or other
similar negative result, the Contractor shall be responsible for paying for any and all retests.
Contractor’s cancellation without cause of City initiated Testing shall be deemed a negative
result and require a retest.
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Page 30 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
3. Any amounts owed for any retest under this Section 11.03 D shall be paid directly to the
Testing Lab by Contractor. City will forward all invoices for retests to
Developer/Contractor.
4. If Contractor fails to pay the Testing Lab, City will not issue a letter of Final Acceptance
until the Testing Lab is Paid
E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by
Contractor without written concurrence of City, Contractor shall, if requested by City, uncover
such Work for observation.
11.04 Uncovering Work
A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it
must, if requested by City, be uncovered for City’s observation and replaced at Contractor’s
expense.
11.05 City May Stop the Work
If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials
or equipment, or fails to perform the Work in such a way that the completed Work will conform to
the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until
the cause for such order has been eliminated; however, this right of City to stop the Work shall not
give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any
Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent
of any of them.
11.06 Correction or Removal of Defective Work
A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to
an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has
been rejected by City, remove it from the Project and replace it with Work that is not defective.
Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or arbitration or other dispute resolution costs) arising out of or relating to such correction
or removal (including but not limited to all costs of repair or replacement of work of others).
Failure to require the removal of any defective Work shall not constitute acceptance of such
Work.
B. When correcting defective Work under the terms of this Paragraph 11.06 or Paragraph 11.07,
Contractor shall take no action that would void or otherwise impair City’s special warranty and
guarantee, if any, on said Work.
11.07 Correction Period
A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may
be prescribed by the terms of any applicable special guarantee required by the Contract
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Page 31 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
Documents), any Work is found to be defective, or if the repair of any damages to the land or
areas made available for Contractor’s use by City or permitted by Laws and Regulations as
contemplated in Paragraph 5.10.A is found to be defective, Contractor shall promptly, without
cost to City and in accordance with City’s written instructions:
1. repair such defective land or areas; or
2. correct such defective Work; or
3. if the defective Work has been rejected by City, remove it from the Project and replace it
with Work that is not defective, and
4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work
of others or other land or areas resulting therefrom.
B. If Contractor does not promptly comply with the terms of City’s written instructions, or in an
emergency where delay would cause serious risk of loss or damage, City may have the defective
Work corrected or repaired or may have the rejected Work removed and replaced. All claims,
costs, losses, and damages (including but not limited to all fees and charges of engineers,
architects, attorneys, and other professionals and all court or other dispute resolution costs)
arising out of or relating to such correction or repair or such removal and replacement (including
but not limited to all costs of repair or replacement of work of others) will be paid by Contractor.
C. Where defective Work (and damage to other Work resulting therefrom) has been corrected or
removed and replaced under this Paragraph 11.07, the correction period hereunder with respect
to such Work may be required to be extended for an additional period of one year after the end
of the initial correction period. City shall provide 30 days written notice to Contractor and
Developer should such additional warranty coverage be required. Contractor’s obligations under
this Paragraph 11.07 are in addition to any other obligation or warranty. The provisions of this
Paragraph 11.07 shall not be construed as a substitute for, or a waiver of, the provisions of any
applicable statute of limitation or repose.
11.08 City May Correct Defective Work
A. If Contractor fails within a reasonable time after written notice from City to correct defective
Work, or to remove and replace rejected Work as required by City in accordance with Paragraph
11.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents,
or if Contractor fails to comply with any other provision of the Contract Documents, City may,
after seven (7) days written notice to Contractor and the Developer, correct, or remedy any such
deficiency.
B. In exercising the rights and remedies under this Paragraph 11.09, City shall proceed
expeditiously. In connection with such corrective or remedial action, City may exclude
Contractor from all or part of the Site, take possession of all or part of the Work and suspend
Contractor’s services related thereto, and incorporate in the Work all materials and equipment
incorporated in the Work, stored at the Site or for which City has paid Contractor but which are
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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
stored elsewhere. Contractor shall allow City, City’s representatives, agents, consultants,
employees, and City’s other contractors, access to the Site to enable City to exercise the rights
and remedies under this Paragraph.
C. All claims, costs, losses, and damages (including but not limited to all fees and charges of
engineers, architects, attorneys, and other professionals and all court or other dispute resolution
costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph
13.09 will be charged against Contractor, and a Change Order will be issued incorporating the
necessary revisions in the Contract Documents with respect to the Work; and City shall be
entitled to an appropriate decrease in the Contract Price.
D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the
performance of the Work attributable to the exercise of City’s rights and remedies under this
Paragraph 11.09.
ARTICLE 12 – COMPLETION
12.01 Contractor’s Warranty of Title
Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any
Application for Payment will pass to City no later than the time of Final Acceptance and shall be
free and clear of all Liens.
12.02 Partial Utilization
A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed
part of the Work which has specifically been identified in the Contract Documents, or which
City, determines constitutes a separately functioning and usable part of the Work that can be
used by City for its intended purpose without significant interference with Contractor’s
performance of the remainder of the Work. City at any time may notify Contractor in writing to
permit City to use or occupy any such part of the Work which City determines to be ready for its
intended use, subject to the following conditions:
1. Contractor at any time may notify City in writing that Contractor considers any such part of
the Work ready for its intended use.
2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and
Contractor shall make an inspection of that part of the Work to determine its status of
completion. If City does not consider that part of the Work to be substantially complete, City
will notify Contractor in writing giving the reasons therefor.
3. Partial Utilization will not constitute Final Acceptance by City.
12.03 Final Inspection
A. Upon written notice from Contractor that the entire Work is complete in accordance with the
Contract Documents:
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Page 33 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
1. within 10 days, City will schedule a Final Inspection with Contractor.
2. City will notify Contractor in writing of all particulars in which this inspection reveals that
the Work is incomplete or defective. Contractor shall immediately take such measures as are
necessary to complete such Work or remedy such deficiencies.
12.04 Final Acceptance
A. Upon completion by Contractor to City’s satisfaction, of any additional Work identified in the
Final Inspection, City will issue to Contractor a letter of Final Acceptance upon the satisfaction
of the following:
1. All documentation called for in the Contract Documents, including but not limited to the
evidence of insurance required by Paragraph 5.03;
2. consent of the surety, if any, to Final Acceptance;
3. a list of all pending or released Damage Claims against City that Contractor believes are
unsettled; and
4. affidavits of payments and complete and legally effective releases or waivers (satisfactory to
City) of all Lien rights arising out of or Liens filed in connection with the Work.
5. after all Damage Claims have been resolved:
a. directly by the Contractor or;
b. Contractor provides evidence that the Damage Claim has been reported to Contractor’s
insurance provider for resolution.
6. Issuing Final Acceptance by the City shall not relieve the Contractor of any guarantees or
other requirements of the Contract Documents which specifically continue thereafter.
ARTICLE 13 – SUSPENSION OF WORK
13.01 City May Suspend Work
A. At any time and without cause, City may suspend the Work or any portion thereof by written
notice to Contractor and which may fix the date on which Work will be resumed. Contractor
shall resume the Work on the date so fixed. During temporary suspension of the Work covered
by these Contract Documents, for any reason, the City will stop contract time on City
participation projects.
B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the
control of and without the fault or negligence of the Contractor, and should it be determined by
mutual consent of the Contractor and City that a solution to allow construction to proceed is not
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Page 34 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
available within a reasonable period of time, Contractor may request an extension in Contract
Time, directly attributable to any such suspension.
C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall
store all materials in such a manner that they will not obstruct or impede the public unnecessarily
nor become damaged in any way, and he shall take every precaution to prevent damage or
deterioration of the work performed; he shall provide suitable drainage about the work, and erect
temporary structures where necessary.
ARTICLE 14 – MISCELLANEOUS
14.01 Giving Notice
A. Whenever any provision of the Contract Documents requires the giving of written notice, it will
be deemed to have been validly given if:
1. delivered in person to the individual or to a member of the firm or to an officer of the
corporation for whom it is intended; or
2. delivered at or sent by registered or certified mail, postage prepaid, to the last business
address known to the giver of the notice.
B. Business address changes must be promptly made in writing to the other party.
C. Whenever the Contract Documents specifies giving notice by electronic means such electronic
notice shall be deemed sufficient upon confirmation of receipt by the receiving party.
14.02 Computation of Times
When any period of time is referred to in the Contract Documents by days, it will be computed to
exclude the first and include the last day of such period. If the last day of any such period falls on a
Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last
day of the period.
14.03 Cumulative Remedies
The duties and obligations imposed by these General Conditions and the rights and remedies
available hereunder to the parties hereto are in addition to, and are not to be construed in any way as
a limitation of, any rights and remedies available to any or all of them which are otherwise imposed
or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the
Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically
in the Contract Documents in connection with each particular duty, obligation, right, and remedy to
which they apply.
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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 Berkshire MF – Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project No. 102776
Revised December 20, 2012
SECTION 01 11 00 1
SUMMARY OF WORK 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Summary of Work to be performed in accordance with the Contract Documents 6
B. Deviations from this City of Fort Worth Standard Specification 7
1. None. 8
C. Related Specification Sections include, but are not necessarily limited to: 9
1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 10
2. Division 1 - General Requirements 11
1.2 PRICE AND PAYMENT PROCEDURES 12
A. Measurement and Payment 13
1. Work associated with this Item is considered subsidiary to the various items bid. 14
No separate payment will be allowed for this Item. 15
1.3 REFERENCES [NOT USED] 16
1.4 ADMINISTRATIVE REQUIREMENTS 17
A. Work Covered by Contract Documents 18
1. Work is to include furnishing all labor, materials, and equipment, and performing 19
all Work necessary for this construction project as detailed in the Drawings and 20
Specifications. 21
B. Subsidiary Work 22
1. Any and all Work specifically governed by documentary requirements for the 23
project, such as conditions imposed by the Drawings or Contract Documents in 24
which no specific item for bid has been provided for in the Proposal and the item is 25
not a typical unit bid item included on the standard bid item list, then the item shall 26
be considered as a subsidiary item of Work, the cost of which shall be included in 27
the price bid in the Proposal for various bid items. 28
C. Use of Premises 29
1. Coordinate uses of premises under direction of the City. 30
2. Assume full responsibility for protection and safekeeping of materials and 31
equipment stored on the Site. 32
3. Use and occupy only portions of the public streets and alleys, or other public places 33
or other rights-of-way as provided for in the ordinances of the City, as shown in the 34
Contract Documents, or as may be specifically authorized in writing by the City. 35
a. A reasonable amount of tools, materials, and equipment for construction 36
purposes may be stored in such space, but no more than is necessary to avoid 37
delay in the construction operations. 38
01 11 00 - 2
DAP SUMMARY OF WORK
Page 2 of 3
CITY OF FORT WORTH Berkshire MF – Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project No. 102776
Revised December 20, 2012
b. Excavated and waste materials shall be stored in such a way as not to interfere 1
with the use of spaces that may be designated to be left free and unobstructed 2
and so as not to inconvenience occupants of adjacent property. 3
c. If the street is occupied by railroad tracks, the Work shall be carried on in such 4
manner as not to interfere with the operation of the railroad. 5
1) All Work shall be in accordance with railroad requirements set forth in 6
Division 0 as well as the railroad permit. 7
D. Work within Easements 8
1. Do not enter upon private property for any purpose without having previously 9
obtained permission from the owner of such property. 10
2. Do not store equipment or material on private property unless and until the 11
specified approval of the property owner has been secured in writing by the 12
Contractor and a copy furnished to the City. 13
3. Unless specifically provided otherwise, clear all rights-of-way or easements of 14
obstructions which must be removed to make possible proper prosecution of the 15
Work as a part of the project construction operations. 16
4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, 17
lawns, fences, culverts, curbing, and all other types of structures or improvements, 18
to all water, sewer, and gas lines, to all conduits, overhead pole lines, or 19
appurtenances thereof, including the construction of temporary fences and to all 20
other public or private property adjacent to the Work. 21
5. Notify the proper representatives of the owners or occupants of the public or private 22
lands of interest in lands which might be affected by the Work. 23
a. Such notice shall be made at least 48 hours in advance of the beginning of the 24
Work. 25
b. Notices shall be applicable to both public and private utility companies and any 26
corporation, company, individual, or other, either as owners or occupants, 27
whose land or interest in land might be affected by the Work. 28
c. Be responsible for all damage or injury to property of any character resulting 29
from any act, omission, neglect, or misconduct in the manner or method or 30
execution of the Work, or at any time due to defective work, material, or 31
equipment. 32
6. Fence 33
a. Restore all fences encountered and removed during construction of the Project 34
to the original or a better than original condition. 35
b. Erect temporary fencing in place of the fencing removed whenever the Work is 36
not in progress and when the site is vacated overnight, and/or at all times to 37
provide site security. 38
c. The cost for all fence work within easements, including removal, temporary 39
closures and replacement, shall be subsidiary to the various items bid in the 40
project proposal, unless a bid item is specifically provided in the proposal. 41
01 11 00 - 3
DAP SUMMARY OF WORK
Page 3 of 3
CITY OF FORT WORTH Berkshire MF – Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project No. 102776
Revised December 20, 2012
1.5 SUBMITTALS [NOT USED] 1
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2
1.7 CLOSEOUT SUBMITTALS [NOT USED] 3
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4
1.9 QUALITY ASSURANCE [NOT USED] 5
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6
1.11 FIELD [SITE] CONDITIONS [NOT USED] 7
1.12 WARRANTY [NOT USED] 8
PART 2 - PRODUCTS [NOT USED] 9
PART 3 - EXECUTION [NOT USED] 10
END OF SECTION 11
12
Revision Log
DATE NAME SUMMARY OF CHANGE
13
SECTION 01 25 00
SUBSTITUTION PROCEDURES
01 25 00 - 1
DAP SUBSTITUTION PROCEDURES
Page 1 of 4
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. The procedure for requesting the approval of substitution of a product that is not
equivalent to a product which is specified by descriptive or performance criteria or
defined by reference to 1 or more of the following:
a. Name of manufacturer
b. Name of vendor
c. Trade name
d. Catalog number
2. Substitutions are not "or-equals".
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid. No
separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Request for Substitution - General
1. Within 30 days after award of Contract (unless noted otherwise), the City will
consider formal requests from Contractor for substitution of products in place of
those specified.
2. Certain types of equipment and kinds of material are described in Specifications by
means of references to names of manufacturers and vendors, trade names, or catalog
numbers.
a. When this method of specifying is used, it is not intended to exclude from
consideration other products bearing other manufacturer's or vendor's names,
trade names, or catalog numbers, provided said products are "or-equals," as
determined by City.
3. Other types of equipment and kinds of material may be acceptable substitutions
under the following conditions:
a. Or-equals are unavailable due to strike, discontinued production of products
meeting specified requirements, or other factors beyond control of Contractor;
or,
CITY O F FORT WORTH Berkshire MF – Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102776
Revised August 30, 2013
01 25 00 - 2
DAP SUBSTITUTION PROCEDURES
Page 2 of 4
b. Contractor proposes a cost and/or time reduction incentive to the City.
1.5 SUBMITTALS
A. See Request for Substitution Form (attached)
B. Procedure for Requesting Substitution
1. Substitution shall be considered only:
a. After award of Contract
b. Under the conditions stated herein
2. Submit 3 copies of each written request for substitution, including:
a. Documentation
1) Complete data substantiating compliance of proposed substitution with
Contract Documents
2) Data relating to changes in construction schedule, when a reduction is
proposed
3) Data relating to changes in cost
b. For products
1) Product identification
a) Manufacturer's name
b) Telephone number and representative contact name
c) Specification Section or Drawing reference of originally specified
product, including discrete name or tag number assigned to original
product in the Contract Documents
2) Manufacturer's literature clearly marked to show compliance of proposed
product with Contract Documents
3) Itemized comparison of original and proposed product addressing product
characteristics including, but not necessarily limited to:
a) Size
b) Composition or materials of construction
c) Weight
d) Electrical or mechanical requirements
4) Product experience
a) Location of past projects utilizing product
b) Name and telephone number of persons associated with referenced
projects knowledgeable concerning proposed product
c) Available field data and reports associated with proposed product
5) Samples
a) Provide at request of City.
b) Samples become the property of the City.
c. For construction methods:
1) Detailed description of proposed method
2) Illustration drawings
C. Approval or Rejection
1. Written approval or rejection of substitution given by the City
2. City reserves the right to require proposed product to comply with color and pattern
of specified product if necessary to secure design intent.
3. In the event the substitution is approved, if a reduction in cost or time results, it will
be documented by Change Order.
CITY O F FORT WORTH Berkshire MF – Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102776
Revised August 30, 2013
01 25 00 - 3
DAP SUBSTITUTION PROCEDURES
Page 3 of 4
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
CITY O F FORT WORTH Berkshire MF – Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102776
Revised August 30, 2013
Revision Log
DATE NAME SUMMARY OF CHANGE
01 25 00 - 4
DAP SUBSTITUTION PROCEDURES
Page 4 of 4
EXHIBIT A
REQUEST FOR SUBSTITUTION FORM:
TO:
PROJECT: DATE:
We hereby submit for your consideration the following product instead of the specified item for
the above project:
SECTION PARAGRAPH SPECIFIED ITEM
Proposed Substitution:
Reason for Substitution:
Include complete information on changes to Drawings and/or Specifications which proposed
substitution will require for its proper installation.
Fill in Blanks Below:
A. Will the undersigned contractor pay for changes to the building design, including engineering
and detailing costs caused by the requested substitution?
B. What effect does substitution have on other trades?
C. Differences between proposed substitution and specified item?
D. Differences in product cost or product delivery time?
E. Manufacturer's guarantees of the proposed and specified items are:
Equal Better (explain on attachment)
The undersigned states that the function, appearance and quality are equivalent or superior to the
specified item.
Submitted By: For Use by City
Signature Recommended Recommended
as noted
Firm Not recommended Received late
Address By
Date
Date Remarks
Telephone
For Use by City:
Approved Rejected
City Date
CITY O F FORT WORTH Berkshire MF – Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102776
Revised August 30, 2013
01 31 19 - 1
DAP PRECONSTRUCTION MEETING
Page 1 of 3
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
Berkshire MF – Phase 1
City Project No. 102776
01 31 19 - 2
DAP PRECONSTRUCTION MEETING
Page 2 of 3
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
Berkshire MF – Phase 1
City Project No. 102776
01 31 19 - 3
DAP PRECONSTRUCTION MEETING
Page 3 of 3
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
Berkshire MF – Phase 1
City Project No. 102776
01 31 20 - 1
DAP PROJECT MEETINGS
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 31 20
PROJECT MEETINGS
[Specifier: This Specification is intended for use on projects designated as Tier 3 or Tier 4.]
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Provisions for project meetings throughout the construction period to enable orderly
review of the progress of the Work and to provide for systematic discussion of
potential problems
B. Deviations 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. Schedule, attend and administer as specified, periodic progress meetings, and
specially called meetings throughout progress of the Work.
2. Representatives of Contractor, subcontractors and suppliers attending meetings
shall be qualified and authorized to act on behalf of the entity each represents.
3. Meetings administered by City may be tape recorded.
a. If recorded, tapes will be used to prepare minutes and retained by City for
future reference.
4. Meetings, in addition to those specified in this Section, may be held when requested
by the City, Engineer or Contractor.
B. Pre-Construction Neighborhood Meeting
1. After the execution of the Agreement, but before construction is allowed to begin,
attend 1 Public Meeting with affected residents to:
a. Present projected schedule, including construction start date
b. Answer any construction related questions
2. Meeting Location
a. Location of meeting to be determined by the City.
3. Attendees
Berkshire MF – Phase 1
City Project No. 102776
01 31 20 - 2
DAP PROJECT MEETINGS
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
a. Contractor
b. Project Representative
c. Other City representatives
4. Meeting Schedule
a. In general, the neighborhood meeting will occur within the 2 weeks following
the pre-construction conference.
b. In no case will construction be allowed to begin until this meeting is held.
C. Progress Meetings
1. Formal project coordination meetings will be held periodically. Meetings will be
scheduled and administered by Project Representative.
2. Additional progress meetings to discuss specific topics will be conducted on an as-
needed basis. Such additional meetings shall include, but not be limited to:
a. Coordinating shutdowns
b. Installation of piping and equipment
c. Coordination between other construction projects
d. Resolution of construction issues
e. Equipment approval
3. The Project Representative will preside at progress meetings, prepare the notes of
the meeting and distribute copies of the same to all participants who so request by
fully completing the attendance form to be circulated at the beginning of each
meeting.
4. Attendance shall include:
a. Contractor's project manager
b. Contractor's superintendent
c. Any subcontractor or supplier representatives whom the Contractor may desire
to invite or the City may request
d. Engineer's representatives
e. City’s representatives
f. Others, as requested by the Project Representative
5. Preliminary Agenda may include:
a. Review of Work progress since previous meeting
b. Field observations, problems, conflicts
c. Items which impede construction schedule
d. Review of off-site fabrication, delivery schedules
e. Review of construction interfacing and sequencing requirements with other
construction contracts
f. Corrective measures and procedures to regain projected schedule
g. Revisions to construction schedule
h. Progress, schedule, during succeeding Work period
i. Coordination of schedules
j. Review submittal schedules
k. Maintenance of quality standards
l. Pending changes and substitutions
m. Review proposed changes for:
1) Effect on construction schedule and on completion date
2) Effect on other contracts of the Project
n. Review Record Documents
o. Review monthly pay request
Berkshire MF – Phase 1
City Project No. 102776
01 31 20 - 3
DAP PROJECT MEETINGS
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
p. Review status of Requests for Information
6. Meeting Schedule
a. Progress meetings will be held periodically as determined by the Project
Representative.
1) Additional meetings may be held at the request of the:
a) City
b) Engineer
c) Contractor
7. Meeting Location
a. The City will establish a meeting location.
1) To the extent practicable, meetings will be held at the Site.
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
Berkshire MF – Phase 1
City Project No. 102776
01 32 33 - 1
DAP PRECONSTRUCTION VIDEO
Page 1 of 2
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
SECTION 01 32 33
PRECONSTRUCTION VIDEO
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Administrative and procedural requirements for:
a. Preconstruction Videos
B. Deviations from this City of Fort Worth Standard Specification
1. Though not mandatory, it is highly recommended on infill developer projects.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Preconstruction Video
1. Produce a preconstruction video of the site/alignment, including all areas in the
vicinity of and to be affected by construction.
a. Provide digital copy of video upon request by the City.
2. Retain a copy of the preconstruction video until the end of the maintenance surety
period.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
Berkshire MF – Phase 1
City Project No. 102776
01 32 33 - 2
DAP PRECONSTRUCTION VIDEO
Page 2 of 2
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
Berkshire MF – Phase 1
City Project No. 102776
01 33 00 - 1
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.
Berkshire MF – Phase 1
City Project No. 102776
01 33 00 - 2
DAP SUBMITTALS
Page 2 of 8
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
Berkshire MF – Phase 1
City Project No. 102776
01 33 00 - 3
DAP SUBMITTALS
Page 3 of 8
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
Berkshire MF – Phase 1
City Project No. 102776
01 33 00 - 4
DAP SUBMITTALS
Page 4 of 8
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)
Berkshire MF – Phase 1
City Project No. 102776
01 33 00 - 5
DAP SUBMITTALS
Page 5 of 8
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
Berkshire MF – Phase 1
City Project No. 102776
01 33 00 - 6
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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.
Berkshire MF – Phase 1
City Project No. 102776
01 33 00 - 7
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
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]
Berkshire MF – Phase 1
City Project No. 102776
01 33 00 - 8
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
Berkshire MF – Phase 1
City Project No. 102776
01 35 13 - 1
DAP SPECIAL PROJECT PROCEDURES
Page 1 of 7
CITY OF FORT WORTH Berkshire MF – Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102776
Revised August, 30, 2013
SECTION 01 35 13
SPECIAL PROJECT PROCEDURES
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. The procedures for special project circumstances that includes, but is not limited to:
a. Coordination with the Texas Department of Transportation
b. Work near High Voltage Lines
c. Confined Space Entry Program
d. Air Pollution Watch Days
e. Use of Explosives, Drop Weight, Etc.
f. Water Department Notification
g. Public Notification Prior to Beginning Construction
h. Coordination with United States Army Corps of Engineers
i. Coordination within Railroad permits areas
j. Dust Control
k. Employee Parking
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 33 12 25 – Connection to Existing Water Mains
1.2 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. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752.
High Voltage Overhead Lines.
3. North Central Texas Council of Governments (NCTCOG) – Clean Construction
Specification
1.3 ADMINISTRATIVE REQUIREMENTS
A. Coordination with the Texas Department of Transportation
1. When work in the right-of-way which is under the jurisdiction of the Texas
Department of Transportation (TxDOT):
a. Notify the Texas Department of Transportation prior to commencing any work
therein in accordance with the provisions of the permit
01 35 13 - 2
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CITY OF FORT WORTH Berkshire MF – Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102776
Revised August, 30, 2013
b. All work performed in the TxDOT right-of-way shall be performed in
compliance with and subject to approval from the Texas Department of
Transportation
B. Work near High Voltage Lines
1. Regulatory Requirements
a. All Work near High Voltage Lines (more than 600 volts measured between
conductors or between a conductor and the ground) shall be in accordance with
Health and Safety Code, Title 9, Subtitle A, Chapter 752.
2. Warning sign
a. Provide sign of sufficient size meeting all OSHA requirements.
3. Equipment operating within 10 feet of high voltage lines will require the following
safety features
a. Insulating cage-type of guard about the boom or arm
b. Insulator links on the lift hook connections for back hoes or dippers
c. Equipment must meet the safety requirements as set forth by OSHA and the
safety requirements of the owner of the high voltage lines
4. Work within 6 feet of high voltage electric lines
a. Notification shall be given to:
1) The power company (example: ONCOR)
a) Maintain an accurate log of all such calls to power company and record
action taken in each case.
b. Coordination with power company
1) After notification coordinate with the power company to:
a) Erect temporary mechanical barriers, de-energize the lines, or raise or
lower the lines
c. No personnel may work within 6 feet of a high voltage line before the above
requirements have been met.
C. Confined Space Entry Program
1. Provide and follow approved Confined Space Entry Program in accordance with
OSHA requirements.
2. Confined Spaces include:
a. Manholes
b. All other confined spaces in accordance with OSHA’s Permit Required for
Confined Spaces
D. Use of Explosives, Drop Weight, Etc.
1. When Contract Documents permit on the project the following will apply:
a. Public Notification
1) Submit notice to City and proof of adequate insurance coverage, 24 hours
prior to commencing.
2) Minimum 24 hour public notification in accordance with Section 01 31 13
E. Water Department Coordination
1. During the construction of this project, it will be necessary to deactivate, for a
period of time, existing lines. The Contractor shall be required to coordinate with
the Water Department to determine the best times for deactivating and activating
those lines.
01 35 13 - 3
DAP SPECIAL PROJECT PROCEDURES
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CITY OF FORT WORTH Berkshire MF – Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102776
Revised August, 30, 2013
2. Coordinate any event that will require connecting to or the operation of an existing
City water line system with the City’s representative.
a. Coordination shall be in accordance with Section 33 12 25.
b. If needed, obtain a hydrant water meter from the Water Department for use
during the life of named project.
c. In the event that a water valve on an existing live system be turned off and on
to accommodate the construction of the project is required, coordinate this
activity through the appropriate City representative.
1) Do not operate water line valves of existing water system.
a) Failure to comply will render the Contractor in violation of Texas Penal
Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor
will be prosecuted to the full extent of the law.
b) In addition, the Contractor will assume all liabilities and
responsibilities as a result of these actions.
F. Public Notification Prior to Beginning Construction
1. Prior to beginning construction on any block in the project, on a block by block
basis, prepare and deliver a notice or flyer of the pending construction to the front
door of each residence or business that will be impacted by construction. The notice
shall be prepared as follows:
a. Post notice or flyer 7 days prior to beginning any construction activity on each
block in the project area.
1) Prepare flyer on the Contractor’s letterhead and include the following
information:
a) Name of Project
b) City Project No (CPN)
c) Scope of Project (i.e. type of construction activity)
d) Actual construction duration within the block
e) Name of the contractor’s foreman and phone number
f) Name of the City’s inspector and phone number
g) City’s after-hours phone number
2) A sample of the ‘pre-construction notification’ flyer is attached as Exhibit
A.
3) Submit schedule showing the construction start and finish time for each
block of the project to the inspector.
4) Deliver flyer to the City Inspector for review prior to distribution.
b. No construction will be allowed to begin on any block until the flyer is
delivered to all residents of the block.
G. Public Notification of Temporary Water Service Interruption during Construction
1. In the event it becomes necessary to temporarily shut down water service to
residents or businesses during construction, prepare and deliver a notice or flyer of
the pending interruption to the front door of each affected resident.
2. Prepared notice as follows:
a. The notification or flyer shall be posted 24 hours prior to the temporary
interruption.
b. Prepare flyer on the contractor’s letterhead and include the following
information:
1) Name of the project
2) City Project Number
01 35 13 - 4
DAP SPECIAL PROJECT PROCEDURES
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CITY OF FORT WORTH Berkshire MF – Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102776
Revised August, 30, 2013
3) Date of the interruption of service
4) Period the interruption will take place
5) Name of the contractor’s foreman and phone number
6) Name of the City’s inspector and phone number
c. A sample of the temporary water service interruption notification is attached as
Exhibit B.
d. Deliver a copy of the temporary interruption notification to the City inspector
for review prior to being distributed.
e. No interruption of water service can occur until the flyer has been delivered to
all affected residents and businesses.
f. Electronic versions of the sample flyers can be obtained from the Project
Construction Inspector.
H. Coordination with United States Army Corps of Engineers (USACE)
1. At locations in the Project where construction activities occur in areas where
USACE permits are required, meet all requirements set forth in each designated
permit.
I. Coordination within Railroad Permit Areas
1. At locations in the project where construction activities occur in areas where
railroad permits are required, meet all requirements set forth in each designated
railroad permit. This includes, but is not limited to, provisions for:
a. Flagmen
b. Inspectors
c. Safety training
d. Additional insurance
e. Insurance certificates
f. Other employees required to protect the right-of-way and property of the
Railroad Company from damage arising out of and/or from the construction of
the project. Proper utility clearance procedures shall be used in accordance
with the permit guidelines.
2. Obtain any supplemental information needed to comply with the railroad’s
requirements.
J. Dust Control
1. Use acceptable measures to control dust at the Site.
a. If water is used to control dust, capture and properly dispose of waste water.
b. If wet saw cutting is performed, capture and properly dispose of slurry.
K. Employee Parking
1. Provide parking for employees at locations approved by the City.
01 35 13 - 5
DAP SPECIAL PROJECT PROCEDURES
Page 5 of 7
CITY OF FORT WORTH Berkshire MF – Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102776
Revised August, 30, 2013
1.4 SUBMITTALS [NOT USED]
1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.6 CLOSEOUT SUBMITTALS [NOT USED]
1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.8 QUALITY ASSURANCE [NOT USED]
1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.10 FIELD [SITE] CONDITIONS [NOT USED]
1.11 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
8/31/2012 D. Johnson
1.3.B – Added requirement of compliance with Health and Safety Code, Title 9.
Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines.
01 35 13 - 6
DAP SPECIAL PROJECT PROCEDURES
Page 6 of 7
CITY OF FORT WORTH Berkshire MF – Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102776
Revised August, 30, 2013
EXHIBIT A
(To be printed on Contractor’s Letterhead)
Date:
CPN No.:
Project Name:
Mapsco Location:
Limits of Construction:
THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT
WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR
PROPERTY.
CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE
OF THIS NOTICE.
IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER
ISSUE, PLEASE CALL:
Mr. <CONTRACTOR’S SUPERINTENDENT> AT <TELEPHONE NO.>
OR
Mr. <CITY INSPECTOR> AT < TELEPHONE NO.>
AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306
PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL
01 35 13 - 7
DAP SPECIAL PROJECT PROCEDURES
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CITY OF FORT WORTH Berkshire MF – Phase 1
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 102776
Revised August, 30, 2013
EXHIBIT B
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.
Berkshire MF – Phase 1
City Project No. 102776
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.
Berkshire MF – Phase 1
City Project No. 102776
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
Berkshire MF – Phase 1
City Project No. 102776
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
Berkshire MF – Phase 1
City Project No. 102776
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
Berkshire MF – Phase 1
City Project No. 102776
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
Berkshire MF – Phase 1
City Project No. 102776
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.
Berkshire MF – Phase 1
City Project No. 102776
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
Berkshire MF – Phase 1
City Project No. 102776
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
Berkshire MF – Phase 1
City Project No. 102776
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.
Berkshire MF – Phase 1
City Project No. 102776
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
Berkshire MF – Phase 1
City Project No. 102776
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
Berkshire MF – Phase 1
City Project No. 102776
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.
Berkshire MF – Phase 1
City Project No. 102776
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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
Berkshire MF – Phase 1
City Project No. 102776
01 58 13 - 3
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
Berkshire MF – Phase 1
City Project No. 102776
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]
Berkshire MF – Phase 1
City Project No. 102776
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.
Berkshire MF – Phase 1
City Project No. 102776
01 66 00 - 1
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.
Berkshire MF – Phase 1
City Project No. 102776
01 66 00 - 2
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
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
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.
Berkshire MF – Phase 1
City Project No. 102776
01 66 00 - 3
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
Berkshire MF – Phase 1
City Project No. 102776
01 66 00 - 4
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
Berkshire MF – Phase 1
City Project No. 102776
01 70 00 - 1
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
Berkshire MF – Phase 1
City Project No. 102776
01 70 00 - 2
DAP MOBILIZATION AND REMOBILIZATION
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) 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.
Berkshire MF – Phase 1
City Project No. 102776
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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]
Berkshire MF – Phase 1
City Project No. 102776
01 70 00 - 4
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
Berkshire MF – Phase 1
City Project No. 102776
01 71 23 - 1
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.
Berkshire MF – Phase 1
City Project No. 102776
01 71 23 - 2
DAP CONSTRUCTION STAKING AND SURVEY
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
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
Berkshire MF – Phase 1
City Project No. 102776
01 71 23 - 3
DAP CONSTRUCTION STAKING AND SURVEY
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) 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]
Berkshire MF – Phase 1
City Project No. 102776
01 71 23 - 4
DAP CONSTRUCTION STAKING AND SURVEY
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
Berkshire MF – Phase 1
City Project No. 102776
01 74 23 - 1
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.
Berkshire MF – Phase 1
City Project No. 102776
01 74 23 - 2
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.
Berkshire MF – Phase 1
City Project No. 102776
01 74 23 - 3
DAP CLEANING
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
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]
Berkshire MF – Phase 1
City Project No. 102776
01 74 23 - 4
DAP CLEANING
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
Berkshire MF – Phase 1
City Project No. 102776
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.
Berkshire MF – Phase 1
City Project No. 102776
01 77 19 - 2
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
Berkshire MF – Phase 1
City Project No. 102776
01 77 19 - 3
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
Berkshire MF – Phase 1
City Project No. 102776
01 78 23 - 1
DAP OPERATION AND MAINTENANCE DATA
Page 1 of 5
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
SECTION 01 78 23
OPERATION AND MAINTENANCE DATA
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Product data and related information appropriate for City's maintenance and
operation of products furnished under Contract
2. Such products may include, but are not limited to:
a. Traffic Controllers
b. Irrigation Controllers (to be operated by the City)
c. Butterfly Valves
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. Schedule
1. Submit manuals in final form to the City within 30 calendar days of product
shipment to the project site.
1.5 SUBMITTALS
A. Submittals shall be in accordance with Section 01 33 00. All submittals shall be
approved by the City prior to delivery.
1.6 INFORMATIONAL SUBMITTALS
A. Submittal Form
1. Prepare data in form of an instructional manual for use by City personnel.
2. Format
a. Size: 8 ½ inches x 11 inches
b. Paper
1) 40 pound minimum, white, for typed pages
2) Holes reinforced with plastic, cloth or metal
c. Text: Manufacturer’s printed data, or neatly typewritten
Berkshire MF – Phase 1
City Project No. 102776
01 78 23 - 2
DAP OPERATION AND MAINTENANCE DATA
Page 2 of 5
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
d. Drawings
1) Provide reinforced punched binder tab, bind in with text
2) Reduce larger drawings and fold to size of text pages.
e. Provide fly-leaf for each separate product, or each piece of operating
equipment.
1) Provide typed description of product, and major component parts of
equipment.
2) Provide indexed tabs.
f. Cover
1) Identify each volume with typed or printed title "OPERATING AND
MAINTENANCE INSTRUCTIONS".
2) List:
a) Title of Project
b) Identity of separate structure as applicable
c) Identity of general subject matter covered in the manual
3. Binders
a. Commercial quality 3-ring binders with durable and cleanable plastic covers
b. When multiple binders are used, correlate the data into related consistent
groupings.
4. If available, provide an electronic form of the O&M Manual.
B. Manual Content
1. Neatly typewritten table of contents for each volume, arranged in systematic order
a. Contractor, name of responsible principal, address and telephone number
b. A list of each product required to be included, indexed to content of the volume
c. List, with each product:
1) The name, address and telephone number of the subcontractor or installer
2) A list of each product required to be included, indexed to content of the
volume
3) Identify area of responsibility of each
4) Local source of supply for parts and replacement
d. Identify each product by product name and other identifying symbols as set
forth in Contract Documents.
2. Product Data
a. Include only those sheets which are pertinent to the specific product.
b. Annotate each sheet to:
1) Clearly identify specific product or part installed
2) Clearly identify data applicable to installation
3) Delete references to inapplicable information
3. Drawings
a. Supplement product data with drawings as necessary to clearly illustrate:
1) Relations of component parts of equipment and systems
2) Control and flow diagrams
b. Coordinate drawings with information in Project Record Documents to assure
correct illustration of completed installation.
c. Do not use Project Record Drawings as maintenance drawings.
4. Written text, as required to supplement product data for the particular installation:
a. Organize in consistent format under separate headings for different procedures.
b. Provide logical sequence of instructions of each procedure.
Berkshire MF – Phase 1
City Project No. 102776
01 78 23 - 3
DAP OPERATION AND MAINTENANCE DATA
Page 3 of 5
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
5. Copy of each warranty, bond and service contract issued
a. Provide information sheet for City personnel giving:
1) Proper procedures in event of failure
2) Instances which might affect validity of warranties or bonds
C. Manual for Materials and Finishes
1. Submit 5 copies of complete manual in final form.
2. Content, for architectural products, applied materials and finishes:
a. Manufacturer's data, giving full information on products
1) Catalog number, size, composition
2) Color and texture designations
3) Information required for reordering special manufactured products
b. Instructions for care and maintenance
1) Manufacturer's recommendation for types of cleaning agents and methods
2) Cautions against cleaning agents and methods which are detrimental to
product
3) Recommended schedule for cleaning and maintenance
3. Content, for moisture protection and weather exposure products:
a. Manufacturer's data, giving full information on products
1) Applicable standards
2) Chemical composition
3) Details of installation
b. Instructions for inspection, maintenance and repair
D. Manual for Equipment and Systems
1. Submit 5 copies of complete manual in final form.
2. Content, for each unit of equipment and system, as appropriate:
a. Description of unit and component parts
1) Function, normal operating characteristics and limiting conditions
2) Performance curves, engineering data and tests
3) Complete nomenclature and commercial number of replaceable parts
b. Operating procedures
1) Start-up, break-in, routine and normal operating instructions
2) Regulation, control, stopping, shut-down and emergency instructions
3) Summer and winter operating instructions
4) Special operating instructions
c. Maintenance procedures
1) Routine operations
2) Guide to "trouble shooting"
3) Disassembly, repair and reassembly
4) Alignment, adjusting and checking
d. Servicing and lubrication schedule
1) List of lubricants required
e. Manufacturer's printed operating and maintenance instructions
f. Description of sequence of operation by control manufacturer
1) Predicted life of parts subject to wear
2) Items recommended to be stocked as spare parts
g. As installed control diagrams by controls manufacturer
h. Each contractor's coordination drawings
1) As installed color coded piping diagrams
Berkshire MF – Phase 1
City Project No. 102776
01 78 23 - 4
DAP OPERATION AND MAINTENANCE DATA
Page 4 of 5
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
i. Charts of valve tag numbers, with location and function of each valve
j. List of original manufacturer's spare parts, manufacturer's current prices, and
recommended quantities to be maintained in storage
k. Other data as required under pertinent Sections of Specifications
3. Content, for each electric and electronic system, as appropriate:
a. Description of system and component parts
1) Function, normal operating characteristics, and limiting conditions
2) Performance curves, engineering data and tests
3) Complete nomenclature and commercial number of replaceable parts
b. Circuit directories of panelboards
1) Electrical service
2) Controls
3) Communications
c. As installed color coded wiring diagrams
d. Operating procedures
1) Routine and normal operating instructions
2) Sequences required
3) Special operating instructions
e. Maintenance procedures
1) Routine operations
2) Guide to "trouble shooting"
3) Disassembly, repair and reassembly
4) Adjustment and checking
f. Manufacturer's printed operating and maintenance instructions
g. List of original manufacturer's spare parts, manufacturer's current prices, and
recommended quantities to be maintained in storage
h. Other data as required under pertinent Sections of Specifications
4. Prepare and include additional data when the need for such data becomes apparent
during instruction of City's personnel.
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A. Provide operation and maintenance data by personnel with the following criteria:
1. Trained and experienced in maintenance and operation of described products
2. Skilled as technical writer to the extent required to communicate essential data
3. Skilled as draftsman competent to prepare required drawings
Berkshire MF – Phase 1
City Project No. 102776
01 78 23 - 5
DAP OPERATION AND MAINTENANCE DATA
Page 5 of 5
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
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
8/31/2012 D. Johnson 1.5.A.1 – title of section removed
4/7/2014 M.Domenech Revised for DAP Application
Berkshire MF – Phase 1
City Project No. 102776
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.
Berkshire MF – Phase 1
City Project No. 102776
01 78 39 - 2
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".
Berkshire MF – Phase 1
City Project No. 102776
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.
Berkshire MF – Phase 1
City Project No. 102776
01 78 39 - 4
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
Berkshire MF – Phase 1
City Project No. 102776
GEOTECHNICAL ENGINEERING SERVICES REPORT
For the proposed
Berkshire Apartments (Phase I & 2)
SWQ of US Highway 81 and Blue Mound Road
Fort Worth, Texas
Prepared for
The Presidium Group
3100 McKinnon Street, Suite 250
Dallas, Texas 75201
Prepared by
Professional Service Industries, Inc.
310 Regal Row, Suite 500
Dallas, Texas 75247
Telephone (214) 330-9211
PSI Project No. 03421890
November 17, 2020
310 Regal Row, Suite 500
Dallas, Texas 75247
phone: 214.330.9211
fax: 214.333.2853
intertek.com/building
psiusa.com
November 17, 2020
The Presidium Group
3100 McKinnon Street, Suite 250
Dallas, Texas 75201
Attn: Mr. Jason Knotowicz
O: 214-306-6589 ext. 141
E: jknotowicz@presidiumre.com
Re: Geotechnical Engineering Services Report
Berkshire Apartments (Phase 1 & 2)
SWQ of US Highway 81 and Blue Mount Road
Fort Worth, Texas
PSI Project No.: 03421890
Dear Mr. Knotowicz:
Professional Service Industries, Inc. (PSI), Intertek Company, is pleased to provide this Geotechnical
Engineering Services Report for the proposed Berkshire Apartments (Phase 1 & Phase 2 developments) to be
located at the southwest quadrant of Highway 81 and Blue Mound Road in Fort Worth, Texas. This report
includes the results of field and laboratory testing, and recommendations for the building foundations and
subgrade preparation recommendations. Also included are associated parking and drive area pavement
recommendations and general site development.
PSI appreciates the opportunity to perform this geotechnical study and looks forward to continued
participation during the design and construction phases of this project. If you have any questions pertaining
to this report, or if PSI may be of further service, please contact our office at 214-330-9211.
Respectfully submitted,
PROFESSIONAL SERVICE INDUSTRIES, INC.
(Registered Engineering Firm Certification: F-3307)
Tyler D. Denney, E.I.T. K. Mohan Vennalaganti, P.E.
Staff Engineer Chief Engineer
TABLE OF CONTENTS
Page No.
1.0 PROJECT INFORMATION .......................................................................................................... 1
1.1 Project Authorization ......................................................................................................... 1
1.2 Project Description ............................................................................................................ 1
1.3 Purpose and Scope of Services .......................................................................................... 2
2.0 SITE AND SUBSURFACE CONDITIONS ....................................................................................... 3
2.1 Site Location and Description ............................................................................................ 3
2.2 Field Exploration ................................................................................................................ 3
2.3 Laboratory Testing ............................................................................................................. 5
2.4 Site Geology ...................................................................................................................... 7
2.5 Subsurface Conditions ....................................................................................................... 7
2.6 Groundwater Information .................................................................................................. 8
3.0 EVALUATION AND RECOMMENDATIONS ............................................................................... 10
3.1 Soil Shrink-Swell Potential ................................................................................................ 10
3.2 Geotechnical Discussion .................................................................................................. 10
3.3 Site Preparation and Fill Materials ................................................................................... 11
3.4 Shallow Foundation Recommendations........................................................................... 15
3.5 Floor Slab Recommendations .......................................................................................... 17
3.6 Seismic Design ................................................................................................................. 17
4.0 PAVEMENT RECOMMENDATIONS ......................................................................................... 18
4.1 Subgrade Soil Preparation ................................................................................................ 18
4.2 Pavement Section ............................................................................................................ 18
5.0 CONSTRUCTION CONSIDERATIONS ....................................................................................... 21
5.1 Construction Considerations ............................................................................................ 21
5.2 Construction Materials Testing ........................................................................................ 22
5.3 Moisture Sensitive Soils/Weather Related Concerns ....................................................... 22
5.4 Drainage and Groundwater Concerns .............................................................................. 22
5.5 Excavations .................................................................................................................... 22
6.0 REPORT LIMITATIONS ........................................................................................................... 24
APPENDIX
Site Vicinity Map (Figure 1)
Building Layout Plan (Figure 2)
Aerial Plan with Boring Location Plans (Figure 3 & Figure 4)
Boring Location Plans (Figure 5 & Figure 6)
Boring Logs (B-01 through B-29, C-1 through C-4, P-1 through P-6)
Key to Terms and Symbols Used on Logs
Project Number: 03421890
Berkshire Apartments (Phase 1 & 2), Fort Worth, Texas
November 17, 2020
Page 1
www.intertek.com/building
1.0 PROJECT INFORMATION
1.1 Project Authorization
Professional Service Industries, Inc. (PSI) has completed the geotechnical exploration for the proposed
Berkshire Apartments planned to be located at the southeast quadrant of Highway 81 and Blue Mound Road
in Fort Worth, Texas. Mr. Jason Knotowicz, VP of Real Estate Development with Presidium authorized this
geotechnical engineering study on February 25, 2020 through signature of PSI’s Proposal Acceptance. The
project scope was performed in general accordance with PSI proposal number 0342-303181 dated
February 18, 2020.
1.2 Project Description
Project information was provided to PSI by Jason Knotowicz with Presidium and included the following:
• Conceptual Site Plan SP-07 Version 2 dated February 27, 2020 by O’Brien Architects
Figure 1 of the Appendix shows the site vicinity map. Figure 2 shows the building layout plan. The Phase 1 and
Phase 2 of the proposed development consists of construction of the following:
• Four, three-story wood-frame multifamily apartment buildings (Buildings 1.1, 1.2, 1.3 & 1.7)
• Seven, four-story wood-frame multifamily apartment buildings (Buildings 1.4, 1.5, 1.6, 2.1, 2.2, 2.3, 2
& 2.4);
• Two single-story club-house buildings and pools (Phase 1 & Phase 2 Club House Buildings); and
• Surface level parking, driveways, and fire lanes;
It is understood that the proposed apartment buildings will be wood-frame structures supported by a Post-
Tensioned slab-on-grade floor slab. Acceptable foundation differential movements for the proposed
apartment buildings are anticipated to be approximately 1 inch. This report assumes that the wall loads of the
proposed building will be less than 3 kips per linear foot or less and floor slab loads less than 125 pounds per
square foot.
For proposed pavement, PSI anticipates that traffic loads will be produced primarily by passenger vehicles,
occasional delivery semi-trucks, and occasional garbage trucks. It is understood that rigid (concrete) and
flexible (asphalt) pavements will be considered for this project.
Detailed site grading information was not available at the time of this report. Based on Google Earth
information, site appears to be sloping down from north to south approximately 14 feet across the site. The
basis of this report is that the finished site grades will be within ± 2 feet of existing site grades. This should be
confirmed in advance of construction and PSI should be notified if more than 2 feet of cut/fill is required to
achieve the finished grades within the proposed building footprints.
Based on the site plan provided and the Google Earth aerial imagery, the site for Phase I and Phase II combined
is a 26.3-acre mostly undeveloped tract of land located at the southwest quadrant of Highway 81 and Blue
Mound Road in Fort Worth, Texas. Site ground cover consists mostly of grass. The northwest corner of the site
Project Number: 03421890
Berkshire Apartments (Phase 1 & 2), Fort Worth, Texas
November 17, 2020
Page 2
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is a gas monitoring well. The site is bound to the southwest by a residential development and to the northeast,
east, and south by roadways.
Based on available historical aerial imagery on Google Earth, which dates back to January 1995, the site was
undeveloped and consisted of farmland. By November of 2003, a gas well and a pond was constructed on the
northwest corner of the site and it appears that by September of 2017, the pond was backfilled.
The geotechnical recommendations presented in this report are based on the available project information,
site location, laboratory testing, and the subsurface materials described in this report. If any of the noted
information is incorrect, please inform PSI in writing so that we may amend the recommendations
presented in this report if appropriate and if desired by the client. PSI will not be responsible for the
implementation of its recommendations when it is not notified of changes in the project.
1.3 Purpose and Scope of Services
The purpose of this study was to explore the subsurface conditions at the site and to provide geotechnical
evaluation recommendations for the proposed construction. The initial scope of work for this project
included drilling 30 borings extending to a depth of approximately 10 to 25 feet below the existing grade.
However, at later date, additional 9 borings were requested and added to the scope. The scope also
included performing laboratory testing and preparing this geotechnical report containing geotechnical
recommendations.
This report briefly outlines the testing procedures, presents available project information, describes the
site and subsurface conditions, and presents recommendations regarding the following:
• Site preparation recommendations;
• Estimated potential soil movements associated with shrinking and swelling soils and methods to
reduce these movements to more tolerable levels;
• Post Tension Institutes (PTI) Slab-on-Grade foundation recommendations, shallow foundation
recommendations, allowable bearing capacities, and estimates of potential movements for the
proposed apartment buildings;
• Recommendations for preparation of the subgrade in the proposed paving areas and
recommendations for flexible and rigid pavements;
• Definition of the seismic site class using the International Building Code;
• Comments regarding factors that may impact construction and performance of the proposed
construction.
The scope of services did not include an environmental assessment for determining the presence or absence
of wetlands, or hazardous or toxic materials in the soil, bedrock, surface water, groundwater, or air on or below,
or around this site. Any statements in this report or on the boring logs regarding odors, colors, and unusual or
suspicious items or conditions are strictly for informational purposes. Environmental drilling and analytical
testing of soils and groundwater samples is beyond our scope of services. A geologic fault study to evaluate the
possibility of surface faulting at this site was beyond the scope of this investigation. Should you desire a detailed
fault study, please contact us.
Project Number: 03421890
Berkshire Apartments (Phase 1 & 2), Fort Worth, Texas
November 17, 2020
Page 3
www.intertek.com/building
2.0 SITE AND SUBSURFACE CONDITIONS
2.1 Site Location and Description
The project site is located at the southwest quadrant of US Highway 81 and Blue Mound Road in Fort Worth,
Texas. Based on visual observations at the time of drilling the site consisted of grass ground cover. A gas
monitoring well was noted at the northwest corner of the site. In addition, a high-pressure gas line existing
along the eastern-most property line bound by US Highway 81. Borings close to this line were offset to stay at
least 50 feet from the high-pressure gas line.
Due to inclement weather in the months of February and March of 2020, the surface soils at the site were wet
and soft at the time of drilling. A truck mounted drill rig was unable to access the proposed boring locations at
the time of this investigation. PSI mobilized an ATV mounted drill rig to access the boring locations.
2.2 Field Exploration
Subsurface conditions at the site were explored by drilling 39 borings (B-01 through B-29, C-1 through C-4, P-
1 through P-6) at the approximate locations shown on the Boring Location Plans included in the Appendix.
Multiple borings were terminated prior to proposed completion depth due to auger refusal on very hard
limestone rock. The rock was hard enough to melt and break off teeth of the augers used. The borings were
in the field by PSI personnel using GPS coordinates obtained from Google Earth. The boring location
information is included in Table 2.1 below.
Table 2.1: Boring Location Information
Structure ID Boring ID Boring Depth
(feet)
GPS Coordinates (1)
Latitude Longitude
Building 1.1
B-21 15* 32.9137 -97.35135
B-22 15* 32.9134 -97.3515
Building 1.2
B-19 15* 32.91429 -97.35156
B-20 25 32.91399 -97.35144
Building 1.3
B-17 11* 32.91496 -97.35185
B-18 11* 32.91454 -97.35166
Building 1.4
B-13 25 32.91391 -97.35058
B-14 15* 32.91359 -97.35033
B-29 25 32.91393 -97.35032
Building 1.5
B-11 25 32.91463 -97.35029
B-12 25 32.91424 -97.35062
Project Number: 03421890
Berkshire Apartments (Phase 1 & 2), Fort Worth, Texas
November 17, 2020
Page 4
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Structure ID Boring ID Boring Depth
(feet)
GPS Coordinates (1)
Latitude Longitude
Building 1.5 B-28 18* 32.91421 -97.3503
Building 1.6
B-09 25 32.91505 -97.35081
B-10 15* 32.91494 -97.35043
B-27 25 32.91512 -97.35044
Building 1.7
B-15 25 32.91495 -97.35132
B-16 25 32.91449 -97.3512
Phase I Club House C-2 14* 32.91315 -97.35094
Phase I Pool C-4 10* 32.91338 -97.35079
Building 2.1
B-05 25 32.91615 -97.35147
B-06 25 32.91569 -97.35166
B-25 25 32.91589 -97.35182
Building 2.2
B-07 25 32.91601 -97.35100
B-08 25 32.91552 -97.35086
B-26 25 32.91583 -97.35117
Building 2.3
B-03 25 32.91642 -97.35065
B-04 25 32.91606 -97.35052
B-24 25 32.91610 -97.35033
Building 2.4
B-01 23* 32.91690 -97.35145
B-02 25 32.91651 -97.35115
B-23 17* 32.91669 -97.35092
Phase 2 Club House C-1 5* 32.91542 -97.35216
Phase 2 Pool C-3 10 32.91550 -97.35204
Pavement Areas P-1 10 32.91275 -97.35098
Project Number: 03421890
Berkshire Apartments (Phase 1 & 2), Fort Worth, Texas
November 17, 2020
Page 5
www.intertek.com/building
Structure ID Boring ID Boring Depth
(feet)
GPS Coordinates (1)
Latitude Longitude
Pavement Areas
P-2 10 32.91332 -97.35051
P-3 10 32.91438 -97.35004
P-4 10 32.91468 -97.35078
P-5 10 32.91538 -97.35143
P-6 25 32.91690 -97.35168
Note: *Boring was terminated prior to proposed depth due to auger refusal on very hard limestone rock
The borings were drilled and sampled in general accordance with ASTM standards. Drilling equipment utilized
for this project included track-mounted mounted rotary drilling equipment with appropriate support vehicles.
The borings were drilled using continuous flight auger drilling techniques.
The borings were sampled continuously to a depth of ten-feet and at five-foot intervals thereafter. Soil
formations were sampled using a three-inch outer-diameter seamless steel tube sampler (ASTM D 1587)
and a two-inch outer-diameter split barrel sampler (ASTM D 1586). A hand penetrometer was used as an
aid in evaluating the relative shear strength of the soils encountered during drilling. The hand penetrometer
readings are shown on the boring logs at the corresponding sample depths. Rock formations were tested
at five-foot intervals using Texas Cone Penetrometer.
Groundwater level measurements were recorded at boring locations during the field operations and were
noted on the boring logs. The borings were backfilled with soil cuttings after the drilling operations were
completed.
The subsurface conditions during drilling were monitored, logged and visually classified in the field by a
geotechnical technician. Field notes were maintained for soil types and description, water levels, changes
in subsurface conditions, and drilling conditions. After completion of field activities, the samples were
transported to the laboratory in general accordance with ASTM D 4220. The soil samples were sealed in
plastic bags and placed in secured containers prior to being transported to the geotechnical laboratory.
Boring logs, which include soil descriptions, water level information, laboratory test data, stratifications,
classifications based on the ASTM D 2487 and D2488, and sample types and depths are included in the
Appendix. A key to descriptive terms and symbols used on the boring logs is also presented in the Appendix.
2.3 Laboratory Testing
Laboratory testing of soils was performed in general accordance with applicable ASTM or industry standard
procedures. The laboratory testing program was established so that the engineering design parameters
produced from the tests are appropriate for use in the engineering analyses and in support of the
conclusions and recommendations.
Project Number: 03421890
Berkshire Apartments (Phase 1 & 2), Fort Worth, Texas
November 17, 2020
Page 6
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The geotechnical laboratory testing included the following tests:
1. Classification (ASTM D 2487 / 2488)
2. Moisture Content (ASTM D 2216)
3. Atterberg Limits (ASTM D 4318)
4. Percent Soil Particles Finer than No. 200 Sieve (ASTM D1140)
5. Unconfined Compression Test (ASTM D 2166)
6. Determination of Sulfate Content in Soils – Colorimetric Method
7. Hydrometer Analysis (TEX-110-E)
The samples not tested in the laboratory will be stored for a period of 60 days subsequent to submittal of
this report and will be discarded after this period, unless other arrangements are made prior to the disposal
period.
Sulfate Concentration Test Results
The results of laboratory sulfate ion concentration tests (TEX-145-E) performed on soil samples obtained
at boring locations are presented in Table 2.2.
Table 2.2: Sulfate Ion Concentration Test Results
Boring Number Soil Classification Depth
(feet)
Sulfate Concentration
(ppm)
P-1 Lean Clay (CL), very stiff, light brown
and tan, with limestone fragments 3-5 220
P-4 Fat Clay (CH), stiff to hard, dark brown 2-4 < 100
P-6 FILL: Fat Clay, soft to stiff, dark brown,
brown, and light brown, moist 2-4 1,380
The concentration of water-soluble sulfates is a good indicator of the potential for chemical attack on
concrete. Based on the ACI Manual of Concrete Practice (ACI 201.2R-10) or (ACI 318/318R-33), the amount
of water-soluble sulfate in soil can be used to determine the sulfate exposure as shown in Table 2.3.
Table 2.3: Sulfate Exposure Rating
Water Soluble Sulfate in soil
(percent by weight) Sulfate Exposure
0.00 to 0.10 Negligible or Class 0 Exposure
0.10 to 0.20 Moderate or Class 1 Exposure
0.20 to 2.00 Severe or Class 2 Exposure
Over 2.0 Very Severe or Class 3 Exposure
Based on the test results, the natural soils at this site can be considered “Negligible or Class 0 Exposure”.
The fill material encountered at the site can be considered “Moderate or Class 1 Exposure”. However,
sulfate seams may be randomly distributed across the site. It should be noted that limited testing alone
might not provide a reliable indication of chemical attack potential.
Project Number: 03421890
Berkshire Apartments (Phase 1 & 2), Fort Worth, Texas
November 17, 2020
Page 7
www.intertek.com/building
In accordance with TxDOT publication, “Guidelines for Treatment of Sulfate-Rich Soils and Base in
Pavement Structures”, the soils at this site are classified as “Level 1” soils because they have a sulfate
content less than 3,000 ppm. Based on limited testing alone, lime treatment of pavement subgrade soils
may be considered, as recommended in Section 4.1: Pavement Subgrade Preparation. However, due to
moderate presence of sulfates in samples tested, it is recommended that the pavement subgrade soils be
tested in-bulk for sulfates prior to lime application.
2.4 Site Geology
As shown on the Dallas Sheet of the Geologic Atlas of Texas, the site is located in an area where Cretaceous
Age deposits of the Pawpaw Formation, Weno Limestone, and Denton Clay undivided (Kpd) are present at
or near the ground surface. The Pawpaw formation in the project area generally consist claystone,
mudstone, and sandstone. Weno Limestone generally consists of limestone with alternating clay layers.
Denton Clay generally consists of alternating clay, marl, and limestone layers. The mapped site geology is
consistent with the subsurface conditions encountered by the exploratory borings.
2.5 Subsurface Conditions
The subsurface conditions identified at the boring locations are shown on the boring logs included in
Appendix of this report. A key to terms and symbols used on the logs is also included in Appendix. Based
on the subsurface conditions identified by the exploratory borings, the generalized subsurface profile is
presented in Tables 2.4.
Table 2.4: Generalized Subsurface Profile
Stratum Depth Description
IA 0 to 6 Fill: Fat/Lean Clay, soft to firm, moist, dark brown, brown, and
tan, with trace organics and gravel
IB 0 to 10 Fat Clay (CH), soft to very stiff, dark brown and brown, with
calcareous nodules
IC 2 to 13
Lean Clay with Limestone (CL / GC), very stiff to hard / dense to
very dense, light brown and tan, with intermittent and
discontinuous limestone seams
IIA 8 to 15 Weathered Limestone, soft to very hard, tan, with clay seams
IIB 4 to 25 Limestone, very hard, gray
The above subsurface description is of a generalized nature to highlight the major subsurface stratification
features and material characteristics. The boring logs included in the Appendix should be reviewed for
specific information at individual boring locations. These records include soil descriptions, stratification,
locations of the samples, and laboratory test data. The stratification shown on the boring logs represent
the conditions only at the actual boring locations. Variations may occur and should be expected across the
site. This is particularly important at this site considering its size and the limited number of borings made.
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The stratification represents the approximate boundary between subsurface materials and the actual
transition may be gradual. Water level information obtained during field operations is also shown on the
boring logs.
2.6 Groundwater Information
The initial water levels were measured in the open boreholes during drilling and attempts were made to
measure final water levels. Trace water seepage was encountered at boring locations B-01 and B-28. At the
Phase 2 Club House, groundwater was encountered at a depth of 3 to 4 feet below ground surface. In
addition, P-6 encountered groundwater at a depth of 8 feet below existing ground surface. It is possible
that the shallow ground water could be a result of perched condition within the overburden soils. Details
of the groundwater conditions are summarized in Table 2.5.
Table 2.5: Summary of Groundwater Conditions
Boring Number Boring Depth
(Feet)
Measured Groundwater Levels
During Drilling At Completion
B-01 23 Trace Seepage at 2 feet Dry
B-02 25 Not Encountered Dry
B-03 25 Not Encountered Dry
B-04 25 Not Encountered Dry
B-05 25 Not Encountered Dry
B-06 25 Not Encountered Dry
B-07 25 Not Encountered Dry
B-08 25 Not Encountered Dry
B-09 25 Not Encountered Dry
B-10 15 Not Encountered Dry
B-11 25 Not Encountered Dry
B-12 25 Not Encountered Dry
B-13 25 Not Encountered Dry
B-14 15 Not Encountered Dry
B-15 25 Not Encountered Dry
B-16 25 Not Encountered Dry
B-17 11 Not Encountered Dry
B-18 11 Not Encountered Dry
B-19 15 Not Encountered Dry
B-20 25 Not Encountered Dry
B-21 15 Not Encountered Dry
B-22 15 Not Encountered Dry
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Boring Number Boring Depth
(Feet)
Measured Groundwater Levels
During Drilling At Completion
B-23 17 Not Encountered Dry
B-24 25 Not Encountered Dry
B-25 25 Not Encountered Dry
B-26 25 Not Encountered Dry
B-27 25 Not Encountered Dry
B-28 18 Trace Seepage at 7 feet Dry
B-29 25 Not Encountered Dry
C-1 5 4 feet 4 feet
C-2 14 Not Encountered Dry
C-3 10 3 Feet 1 Foot
C-4 10 Not Encountered Dry
P-1 10 Not Encountered Dry
P-2 10 Not Encountered Dry
P-3 10 Not Encountered Dry
P-4 10 Not Encountered Dry
P-5 10 Not Encountered Dry
P-6 25 8 feet 9 feet
Groundwater levels fluctuate seasonally as a function of rainfall, proximity to creeks, rivers and lakes, the
infiltration rate of the soil, seasonal and climatic variations and land usage. Water seepage will largely depend
on the permeability of the soils. If more detailed water level information is required, observation wells or
piezometers could be installed at the site, and water levels could be monitored.
The potential for developing a perched condition at the site should be accounted for during construction as
rainwater could become entrapped in exposed near surface soils underlain by an essentially impervious
limestone formation.
The groundwater levels presented in this report are the levels that were measured at the time of our field
activities. It is recommended that the contractor determine the actual groundwater levels at the site at the
time of the construction activities to determine the impact, if any, on the construction procedures.
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3.0 EVALUATION AND RECOMMENDATIONS
3.1 Soil Shrink-Swell Potential
The results of laboratory plasticity tests indicate that high to very high plasticity fat clay soils are present at
this site. These soils have a tendency to swell when soil moisture increases and shrink when the soil moisture
decreases. The amount of potential soil movement due to shrinking and swelling with soil moisture variations
is represented or indicated by Potential Vertical Rise (PVR). In designing the soil-supported structures, the
structural/civil engineer should take movements associated with shrinking-swelling soils into account.
PVR estimates are based on an assumed depth known as “Active Depth” to which the soil moisture variations
could occur due to seasonal variations. It is noted that the active depth assumed herein may not represent the
moisture variations that can occur to deeper depths due to the presence of large tree root systems that could
desiccate the soils, or the presence of other heating units, or possible soil wetting due to pipe leaks, poor
drainage, etc. It is very difficult to predict the moisture variations under the structure during its service life. The
PVR estimates provided herein should be considered approximate probable estimates based on industry
standard practice and experience, and the movements predicted herein should not be construed as absolute
values that could occur in the field.
Using the Texas Department of Transportation (TXDOT) TEX-124-E method, the PVR value for the site
estimated to be on the order of 2 to 4 ½ inches.
Poor drainage and water infiltration into the foundation soils can be detrimental to the ground supported
structures. Excessive wetting of soil (due to accumulation of water), or, excessive drying (due to the presence
large trees, etc.) could possibly result in greater PVR values than those estimated herein. It is recommended
that the moisture-related problems be corrected immediately.
It is important to help reduce the possibility of moisture changes by following the precautions shown below:
1. Direct surface runoff away from structures by sloping the subgrade away from the slabs.
2. Extend paving or other impervious coverings, such as sidewalks, to the slab edge.
3. Extend roof drain downspouts so that the discharge is at least 5 feet from the slab.
4. Avoid placing trees or shrubs adjacent to slab.
5. Avoid excessive drying of soil around the slab.
3.2 Geotechnical Discussion
It is anticipated that post-tensioned slab-on-grade foundations will be considered to support the proposed
apartment buildings and club house. For any ground supported structures, it will be necessary to perform
modifications to the subgrade to reduce the potential movements associated with shrinking and swelling
soils to acceptable levels and to provide uniform support to the floor slab.
Any detached garages can be prepared as a pavement section provided the movements associated with
expansive soils are tolerable. If it is desired to mitigate the movements to approximately 1-inch or 2-inches
or less, the site preparation recommendations in Section 3.3.2 should be followed.
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Existing Fill Material
Based on the historical aerial information available on Google Earth, the northwest corner of the site was
previously constructed in 2003 and the pond was backfilled in 2017. Borings B-01, B-02, B-05, and P-6
appear to have been drilled within the footprint of the backfilled pond. Based on the results of the field and
laboratory exploration, the backfilled pond consists of 5 to 6 feet of moist to wet, soft to firm, fat and lean
clay fill material with trace gravel and organics. The methods of placement and compaction of this fill
material are not known.
Structures supported on non-uniform and compressible materials may experience excessive or un-even
settlements. It is recommended not to rely on support of existing on-site fill materials. The existing fill
material should be removed, reworked to meet the specifications for Common Fill, and recompacted within
the footprints of the proposed structures.
3.3 Site Preparation and Fill Materials
3.3.1 General Site Preparation
The following site preparation apply to the proposed buildings and pavement construction areas. It is
recommended that the topsoil, organic material, fill materials, and other miscellaneous debris (if applicable
and are found during construction) be removed from the structural areas. The removal of fill could be 6
feet within the area of the previous pond. A PSI representative should witness the earthwork activities.
After stripping of deleterious materials, the site should be excavated to the desired grade. Desired grade
will depend on building or pavement finished grade elevations and any subgrade modifications as discussed
below in this section and in Section 4.1 Pavement Subgrade Preparation. Proof-rolling shall be performed
in accordance with Item 216 of Texas Department of Transportation (TxDOT), Standard specification for
construction of highways, streets and bridges (TxDOT Spec) or equivalent procedure. Soils that are
observed to rut or deflect excessively under the moving load should be undercut and replaced with properly
compacted fill materials. A PSI representative should witness the proof-rolling and undercutting activities.
It is advisable to perform the earthwork activities during a period of dry weather. The proof rolled subgrade
shall be scarified to a depth of 6-inches and compacted to the Common Fill compaction specifications as
shown in Table 3.4. After the completion of proof-rolling and undercutting activities, necessary fill
placement may commence.
3.3.2 Building Pad Preparation
The proposed buildings may be supported on Post-Tension Institute’s (PTI) stiffened slab-on-grade
foundation system, provided the site is prepared in accordance with the recommendations mentioned
herein. Based on the subsurface conditions at this project site, the estimated PVR is approximately 2 to 4
inches.
A ground supported floor slab can be constructed this site, provided the movements associated with
shrinking and swelling soils are reduced to tolerable levels and the owner understands the risk associated
with such movements. Typically, it is industry standard to consider 1-inch soil movement as the tolerable
level. In order to reduce the soil movements, it has been the industry practice to provide an engineered
soil layer below the ground supported slab system. In order to reduce the potential movements associated
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with shrinking and swelling soils to approximately 1-inch and to provide uniform support to the floor slab
system, the following engineered fill layer options for building pad preparation are recommended:
Option 1: Building Pad Preparation with Select Fill
To reduce the potential for shrink/swell movements to approximately 1-inch and provide uniform support
to the floor slab system, it is recommended that low-expansive select fill should be placed below the floor-
slab, as shown below in Table 3.1.
The subgrade preparations provided can terminate at the top of tan limestone if a competent tan
limestone formation is encountered at the bottom of excavation.
Table 3.1: Select Fill Recommendations
Buildings Material Type Layer Thickness, feet Depth Below Finished
Grade(1), Feet
Phase 1 Club House
Phase 2 Club House
Building 1.1
Building 1.4
Select Fill 2 +0 to -2
Building 1.2
Building 1.3
Building 1.5
Building 1.6
Building 1.7
Building 2.1
Building 2.2
Select Fill 4 +0 to -4
Building 2.3
Building 2.4 Select Fill 6 +0 to -6
Note(s): 1. Finished Floor Elevation (FFE) Grade is assumed to be at +0 feet
If any existing fill remains below the select fill preparation depth, the existing fill should be removed and
recompacted to the Common Fill specifications in Table 3.3.
The select fill should be placed within the plan area of the structure and to a distance of at least 5 feet
beyond the perimeter of the structure and include building entrances and flatwork sensitive to
movements. Plasticity and compaction requirements for the select fill are provided in this section.
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Option 2: Building Pad Preparation with Moisture Conditioning
For this option, in order to reduce the movements associated with shrink/swell soils to approximately 1
inch and provide uniform support to the floor slab system for the buildings, the engineered soil layers are
given in Table 3.2.
The subgrade preparations provided can terminate at the top of tan limestone if a competent tan
limestone formation is encountered at the bottom of excavation.
Table 3.2: Moisture Condition Clay Recommendations
Building Material Type Layer Thickness,
feet
Depth Below Finished
Grade(1), Feet
Phase 1 Club House
Phase 2 Club House
Building 1.1
Building 1.4
Moisture Conditioning
Cap(2) 1 +0 to -1
Moisture Conditioned
Clay 2 -1 to -3
Building 1.2
Building 1.3
Building 1.5
Building 1.6
Building 1.7
Building 2.1
Building 2.2
Moisture Conditioning
Cap(2) 1 +0 to -1
Moisture Conditioned
Clay 4 -1 to -5
Building 2.3
Building 2.4
Moisture Conditioning
Cap(2) 1 +0 to -1
Moisture Conditioned
Clay 7 -1 to -8
Note(s): 1. Finished Floor Elevation (FFE) Grade is assumed to be at +0 feet
2. Moisture Conditioned Cap can be Select Fill, Flexible Base, or Lime Stabilized Clay
The moisture conditioned soil should be placed within the plan area of the structure and to a distance of
at least five feet beyond the perimeter of the structure and include building entrances and flatwork
sensitive to movements. Placement and compaction requirements are provided in Table 3.3 in this
section.
For this option, moisture levels must be maintained throughout the life of the project. It is noted that if
the moisture conditioned clay dries there is possibility for shrinking movements to occur. Keeping the soils
moist can be accomplished by the addition of landscape irrigation and construction of impermeable
surfaces such as the floor and site paving to limit moisture loss. Larger vegetation should be placed at least
the mature height of the vegetation away from the structure to limit the impact of the root system on the
soils supporting the floor slab.
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3.3.3 Fill Materials
Fill materials should be free of organics, miscellaneous debris and of particles greater than 3 inches. If water
must be added, it should be uniformly applied and thoroughly mixed into the soil by disking or scarifying.
Care should be taken to apply compaction throughout the fill areas. The moisture content and degree of
compaction of the fill should be maintained until the construction of structures. Each lift of fill should be
tested by a representative of the geotechnical engineer prior to placement of subsequent lifts. Lift
thicknesses and compaction requirements are shown in Table 3.3 Compaction Specifications.
Common Fill: Common fill may consist of on-site or imported materials. Imported common fill should be
cohesive soils with a plasticity index of less than 35, free of organics and miscellaneous debris and have a
particle size of 3 inches or less. The first layer of common fill materials should be placed in a relatively
uniform horizontal lift and be adequately keyed into the prepared subgrade soils. Common fill should be
placed in maximum 8-inch loose lifts and compacted to the specifications as shown in Table 3.3.
Moisture Conditioned Clay Fill: Moisture conditioned fill is on-site or imported cohesive soil that is pre-
swelled by mechanically mixing water during the compaction process which is also referred as Moisture
Treated Subgrade (MTS). The first layer of moisture conditioned fill should be placed in a relatively uniform
horizontal lift and be adequately keyed into the prepared subgrade soils. Moisture Conditioned Fill shall
have a clay lump size of less than 2-inches. Moisture Conditioned Fill should be placed and compacted to
the specifications as shown in Table 3.3.
Select Fill: Select fill materials shall be sandy lean clay or lean clay (CL) soils that have a liquid limit not
greater than 35 and a plasticity index between 8 and 18. Clayey Sand (SC) soils that meet the above
plasticity requirements and have a percent passing no. 200 sieve greater than 40% may be used as select
fill materials. Select fill should be placed and compacted to the specifications as mentioned in Table 3.3.
Flexible Base: Flexible base materials should meet TxDOT Item 247 Type A and D Grade 1 or 2. Recycled
concrete can be used. Flexible base should be placed and compacted to the specifications as mentioned in
Table 3.3.
Lime Treated Soils: The lime treated soils are soils that are treated with 6 to 8% of lime expressed as
percent of the dry weight of the soil to be treated. In order to determine the percentage of lime addition,
lime series testing should be performed in accordance with ASTM D6276 or TxDOT test method TEX-112-E
(pH-Series). In addition, the soils should be checked for sulfates (TEX-145-E) prior to the use of lime. Lime
treatment should be performed in accordance with the applicable provisions of Item 260 of the TxDOT
Specification. Lime Treated soils can be used as Select Fill materials. Lime treated soil should be placed and
compacted to the specifications as shown in Table 3.3.
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Table 3.3: Compaction Specifications
Fill Type Loose Lift
Thickness
Minimum Percent of
Maximum Dry
Density (MDD)
Range of Compaction
Moisture From
Optimum Moisture
Content (OMC)
Proctor Test
Method
Common Fill 8 inches 95 or greater 0% to +4% ASTM D 698
Moisture Treated Soils 8 inches 93 or greater +3% or greater ASTM D 698
Select Fill 8 inches 95 or greater 0% to +4% ASTM D 698
Flexible Base 8 inches 95 or greater -2% to +2% ASTM D 698
Lime Treated Soils 8 inches 95 or greater +0% to +4% ASTM D 698
3.4 Shallow Foundation Recommendations
The proposed buildings can be supported on a PTI Slabs-on-Ground foundation system, provided that some
differential movement can be tolerated and provided the recommended subgrade preparation activities are
performed.
Shallow foundations should be placed at least two feet below the finished grade on properly compacted soils
and can be designed for a net allowable bearing pressure of 2,400 psf for dead load plus live loads, and 1,600
psf for dead plus sustained live loads, whichever results in a larger bearing area.
Stiffened slab-on-grade foundation system may be designed using the Third Edition of the Post-Tensioning
Institute (PTI)1 “Design of Post-Tensioned Slabs-on-Ground” and the Volflo 1.5 design software. PTI design
parameters were developed and are presented in the Table 3.4. The design values correspond to different
building pad earthwork recommendations as well as corresponding PVR estimates.
1 Post-Tensioning Institute (PTI DC 10.1-08)- Design of Post-Tensioned Slabs-on-Ground, by the Post-Tensioning Institute, Third Edition 2004
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Table 3.4: PTI Design Parameters
Building No.
Subgrade Preparation
(See Section 3.3 Site
Preparation and Fill
Materials)
PVR
(inches)
Center Lift Edge Lift
Em (feet) Ym (in) Em (feet) Ym (in)
Phase 1 Club House
Phase 2 Club House
Building 1.1
Building 1.4
Option 1: Select Fill 1 9.0 -1.09 4.6 1.58
Option 2: Moisture
Conditioned Clay 1 8.5 -0.90 4.4 1.22
Building 1.2
Building 1.3
Building 1.5
Building 1.6
Building 1.7
Building 2.1
Building 2.2
Option 1: Select Fill 1 9.0 -1.26 4.5 1.86
Option 2: Moisture
Conditioned Clay 1 7.5 -1.13 3.9 1.52
Building 2.3
Building 2.4
Option 1: Select Fill 1 8.7 -0.94 4.4 1.33
Option 2: Moisture
Conditioned Clay 1 7.2 -0.81 3.9 1.07
The grade beams should have a minimum width of 10 inches even if the actual bearing pressure is less than
the design value. The perimeter grade beams should bear at least 24 inches below adjacent surface grades
(i.e. bottoms of beams and pads should bear at least 24 inches below the adjacent ground surface). If soft
or loose soils are encountered at the design bearing level, they should be undercut to stiff or dense soils
and the excavation back-filled with concrete.
The base adhesion/frictional resistance and the passive soil resistance will resist the horizontal loads on
shallow foundations. For a footing cast against compacted select fill soil, the adhesion/frictional resistance
and the passive soil resistance values for both transient and sustained loading conditions are given herein.
For transient loading conditions, an ultimate base adhesion resistance of 440 psf and an ultimate passive
resistance of 1,600 psf can be used. For sustained loading conditions, a frictional co-efficient of 0.36 and
an ultimate passive resistance of 240 psf per foot depth is recommended. A factor of safety of 2.0 is
recommended to arrive at the allowable values. Passive resistance from the upper two feet of soil should
be neglected. Also, the passive resistance of any un-compacted fill material should be neglected.
The uplift resistance of a shallow foundation formed in an open excavation will be limited to the weight of
the foundation concrete and the soil above it. For design purposes, the ultimate uplift resistance should
be based on effective unit weights of 120 and 150 pcf for soil and concrete, respectively. This value should
then be reduced by an appropriate factor of safety to arrive at the allowable uplift load.
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The foundation excavations should be observed by a representative of PSI prior to steel or concrete placement
to assess that the foundation materials are capable of supporting the design loads and are consistent with the
materials discussed in this report. Soft or loose soil zones encountered at the bottom of the footing or grade
beam excavations should be removed and replaced with properly compacted fill as directed by the
geotechnical engineer.
After opening, grade beam excavations should be observed and concrete placed as quickly as possible to avoid
exposure of the footing or grade beam bottoms to wetting and drying. Surface run-off water should be drained
away from the excavations and not be allowed to pond. If possible, the foundation concrete should be placed
during the same day the excavation is made. If it is required that grade beam excavations be left open for more
than one day, they should be protected to reduce evaporation or entry of moisture.
3.5 Floor Slab Recommendations
A slab-on-grade floor slab can be constructed provided the site is prepared in accordance with the site
preparation recommendations provided in Section 3.3: Site Preparation and Fill Materials of this report and
the slab can tolerate some movement.
An allowable net bearing pressure of 600 psf can be used for slab-on-grade bearing on compacted select
fill. A vapor retarder such as polyethylene sheeting should be provided directly beneath the ground supported
slab. Adequate construction joints and reinforcement should be provided to reduce the potential for cracking
of the floor slab due to differential movement.
3.6 Seismic Design
The International Building Code (IBC) was used in this report. As part of this code, the design of structures
must consider dynamic forces resulting from seismic events. These forces are dependent upon the
magnitude of the earthquake event, as well as, the properties of the soils that underlie the site.
Part of the IBC code procedure to evaluate seismic forces requires the evaluation of the Seismic Site Class,
which categorizes the site based upon the characteristics of the subsurface profile within the upper 100
feet of the ground surface. To define the Seismic Site Class for this project, we have interpreted the results
of our test borings drilled within the project site and estimated appropriate soil properties below the base
of the borings, as permitted by the code. The estimated soil properties were based upon data available in
published geologic reports as well as our experience with subsurface conditions in the general site area.
Based upon the evaluation, the subsurface conditions within the site are consistent with the characteristics
of the Seismic Site Class C as defined in the building code.
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4.0 PAVEMENT RECOMMENDATIONS
4.1 Subgrade Soil Preparation
Based on subsurface soil information, PSI recommends that at least the upper 8 inches of these soils be lime
stabilized. Lime treatment should extend at least one foot outside the perimeter of the pavement. Lime
treatment of subgrade soils is described in Site Preparation and Fill Materials Section 3.3. In lieu of 8 inches of
lime stabilization, 12 inches of select fill can be provided below the pavement materials. Lime stabilized and
select fill subgrade should be compacted as provided in Section 3.3 Site Preparation and Fill Materials of this
report.
As an alternative to preparing the subgrade, the design pavement thickness of rigid pavement can be increased
by one inch in addition to the recommended pavement thickness provided in Table 4.1. The thicker pavement
section will be constructed over 6 inches of scarified and re-compacted subgrade instead of lime-stabilized
subgrade or select fill subgrade.
Structurally, both designs (i.e., pavement over lime-stabilized subgrade and pavement with greater thickness
over natural soils) are more or less equal. However, it is our opinion that the pavement with lime-stabilized
subgrade will perform better than the pavement with 1-inch additional thickness on natural soil. This is
primarily due to environmental and drainage factors affecting the performance life of this pavement. Non-
stabilized soils are susceptible to movements or softening thus resulting in a loss of support to the concrete
pavement structure. The purpose of lime stabilization is to minimize the loss of support and bridge the
subgrade from moisture infiltration thereby reducing soil softening and enhancing the performance and life of
the pavement. Both pavements would require periodic maintenance.
4.2 Pavement Section
AASHTO design methodology can be used to design the pavements. According to AASHTO design
methodology, the pavement design thickness primarily depends on strength of the subgrade soils and type
of traffic. Traffic includes several types of vehicles with various magnitudes of axle loads that may be
subjected to the pavement during its service life. The design involves a traffic analysis that converts various
types of vehicles with various magnitudes axle loads to a number of 18-kip equivalent single axle load (ESAL)
repetitions. The design engineer should perform the traffic analyses to compute the number of ESALs
repetitions that would be subjected to the pavement during its service life or design life. Based on the
computed ESALs, an economical and appropriate pavement can be designed accordingly.
AASHTO low volume design methodology can also be used to design pavements. The low volume design
methodology depends on typical subgrade conditions for 6 different U.S climatic zones and provides
minimum thickness for 3 different levels of traffic.
Based on AASHTO low volume design and our previous experience, we have provided pavement thickness
for both a rigid and a flexible pavement system in the tables below. The tables below include thickness
design corresponding to 3 levels of traffic (low, medium and high). It is recommended that the pavement
design thicknesses correspond to following:
• Low traffic condition: Parking areas expected to receive only passenger vehicles and light pickup truck
traffic.
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• Medium traffic condition: Secondary drive areas and/or parking areas expected to receive delivery
vans or light trucks or fire lanes.
• High traffic condition: Parking and drive areas with heavy traffic or frequently used areas, fire lanes,
trash pickup areas, main access driveways, and 18-wheeler loading/unloading.
Table 4.1: Minimum Rigid Pavement Section
Pavement Material(s) Design Thickness
Low Medium High
Portland Cement Concrete 5.0 inches 6.0 inches 7.0 inches
Pavement Subgrade As Discussed in Section 4.1
Table 4.2: Minimum Flexible Pavement Section
Pavement Material(s) Design Thickness
Low Medium High
Hot Mix Asphalt Concrete
TxDOT Item 340. Type D 2.0 inches 2.0 inches 3.0 inches
Flexible Base Material
TxDOT Item 247. Type A or D, Grade 1 or 2 6.0 inches 8.0 inches 8.0 inches
Pavement Subgrade As Discussed in Section 4.1
Large front-loading garbage trucks frequently impose concentrated front-wheel loads on pavements during
loading. This type of loading typically results in rutting of the pavement and ultimately, pavement failures.
Therefore, it is recommended that the pavement in trash pickup areas consist of a minimum 7-inch thick,
reinforced concrete slab.
During the construction phase of this project, site grading should be kept in such a way that the water
drains freely off the site.
Proper finishing of concrete pavements requires the use of sawed and sealed joints. Construction joints
should be designed in accordance with current Portland Cement Association guidelines. Joints should be
sealed to reduce the potential for water infiltration into pavement joints and subsequent infiltration into
the supporting soils. Joint spacing is recommended at 15-foot intervals for plain concrete. Dowel bars
should be used to transfer loads at the transverse joints. Normal periodic maintenance will be required.
The design of steel reinforcement should be in accordance with accepted codes. The concrete should have
a minimum compressive strength of 3,500 psi at 28 days. The concrete should also be designed with 5 ± 1
percent entrained air to improve workability and durability. Pavement materials and construction
procedures should conform to TXDOT or appropriate city and county requirements.
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Surface water infiltration to the pavement subgrade layers may soften the subgrade soils. Considering
several factors in the pavement design can reduce surface infiltration. The following are some of the factors
that need to be emphasized in order to maintain proper drainage.
1) Appropriate slopes should be provided to drain the water freely from the pavement surface.
2) Joints should be properly sealed and maintained.
3) Side drains or sub drains along a pavement section may be provided.
4) Proper pavement maintenance programs such as sealing surface cracks, and immediate repair of
distressed pavement areas should be adopted.
5) If a curb and gutter system is used, the curb should extend through the base and at least 3 inches
into the subgrade. This will help reduce migration of subsurface water into the pavement base
course from adjacent areas.
Project Number: 03421890
Berkshire Apartments (Phase 1 & 2), Fort Worth, Texas
November 17, 2020
Page 21
www.intertek.com/building
5.0 CONSTRUCTION CONSIDERATIONS
5.1 Construction Considerations
The following information has been developed after review of numerous problems concerning foundations
throughout the area. It is presented here for your convenience. If these features are incorporated in the
overall design and specifications for the project, performance of the project will be improved.
1. Prior to construction, the area to be covered by building should be prepared so that water will not
pond beneath or around the building after periods of rainfall. In addition, water should not be
allowed to pond on or around pavements.
2. Roof drainage should be collected and transmitted by pipe to a storm drainage system or to an
area where the water can drain away from buildings and pavements without entering the soils
supporting buildings and pavements.
3. Sidewalks should not be structurally connected to buildings. They should be sloped away from
buildings so that water will be drained away from structures.
4. Paved areas and the general ground surface should be sloped away from buildings on all sides so
that water will always drain away from the structures. Water should not be allowed to pond near
buildings after the floor slabs and foundations have been constructed.
5. Backfill for utility lines that are located in pavement, sidewalk and building areas should consist of
on-site fill. The backfill should be compacted as described in the Earthwork and Fill Materials
section of this report. Lesser lift thicknesses may be required to obtain adequate compaction.
6. Care should be exercised to make sure that ditches for utility lines do not serve as conduits that
transmit water beneath structures or pavements. The top of the ditch should be sealed to inhibit
the inflow of surface water during periods of rainfall.
7. Flower beds and planting areas should not be constructed along building perimeters. Constructing
sidewalks or pavements adjacent to buildings would be preferable. If required, flower beds and
planting areas could be constructed beyond the sidewalks away from the buildings. If it is desired
to have flower beds and planting areas adjacent to a building, the use of above grade concrete box
planters, or other methods that reduce the likelihood of large changes in moisture content of soils
adjacent to or below structures should be considered.
8. Water sprinkling systems should not be located where water will be sprayed onto building walls
and subsequently drain downward and flow into the soils beneath foundations.
9. Trees in general should not be planted closer to a structure than the mature height of the tree. A
tree planted closer to a structure than the recommended distance may extend its roots beneath
the structure, allowing removal of subgrade moisture and/or causing structural distress.
10. Utilities that project through slab-on-grade floors should be designed with some degree of
flexibility and/or with a sleeve to reduce the potential for damage to the utilities should movement
occur.
11. Soil supported floor slabs are subject to vertical movements. This often causes distress to interior
wall partitions supported on soil supported floor slabs. This should be considered in the design of
soil supported floor slabs.
Project Number: 03421890
Berkshire Apartments (Phase 1 & 2), Fort Worth, Texas
November 17, 2020
Page 22
www.intertek.com/building
5.2 Construction Materials Testing
It is recommended that PSI be retained to provide observation and testing of construction activities
involved in the foundations, earthwork, and related activities of this project. PSI cannot accept any
responsibility for any conditions that deviates from those described in this report, nor for the performance
of the foundations if not engaged to also provide construction observation and testing for this project.
Observation of all foundation bearing materials, pier construction activities, structural steel and subgrade
treatment operations should be performed by a representative of PSI. Density testing should be performed
at a rate of one per 2,500 square feet per 8-inch lift in building areas, one test per 10,000-square feet per
8-inch lift in paved areas and 1 per 100 linear feet per 8-inch lift in utility trench backfill. A moisture-density
relationship (Proctor), Atterberg’s limit and minus 200 sieve test should be performed for each material
encountered at finished subgrade elevation.
5.3 Moisture Sensitive Soils/Weather Related Concerns
The upper fine-grained soils discovered at this site could be sensitive to disturbances caused by
construction traffic and changes in moisture content. During wet weather periods, increases in the
moisture content of the soil can cause significant reduction in the soil strength and support capabilities. In
addition, soils that become wet may be slow to dry and thus significantly retard the progress of grading and
compaction activities. Construction schedules should account for these conditions during wetter times of
the year.
5.4 Drainage and Groundwater Concerns
Water should not be allowed to collect in the foundation excavation, on floor slab areas, or on prepared
subgrades of the construction area either during or after construction. Undercut or excavated areas should
be sloped toward one corner to facilitate removal of any collected rainwater, ground water, or surface
runoff. Positive site surface drainage should be provided to reduce infiltration of surface water around the
perimeter of the building and beneath the floor slabs. The grades should be sloped away from the building
and surface drainage should be collected and discharged such that water is not permitted to infiltrate the
backfill and floor slab areas of the building.
PSI recommends that the contractor determine the actual ground water levels at the site at the time of the
construction activities. It may be expedient to drill auger holes or excavate test pits adjacent to the building
area immediately prior to construction to determine the prevailing water level elevation. Any water
accumulation should be removed from excavations by pumping. Should excessive and uncontrolled
amounts of seepage occur, the geotechnical engineer should be consulted.
5.5 Excavations
In Federal Register, Volume 54, No. 209 (October 1989), the United States Department of Labor,
Occupational Safety and Health Administration (OSHA) amended its "Construction Standards for
Excavations, 29 CFR, part 1926, Subpart P". This document was issued to better insure the safety of
workmen entering trenches or excavations. It is mandated by this federal regulation that excavations,
whether they be utility trenches, basement excavation or footing excavations, be constructed in
accordance with the new OSHA guidelines. It is our understanding that these regulations are being strictly
Project Number: 03421890
Berkshire Apartments (Phase 1 & 2), Fort Worth, Texas
November 17, 2020
Page 23
www.intertek.com/building
enforced and if they are not closely followed the owner and the contractor could be liable for substantial
penalties.
The contractor is solely responsible for designing and constructing stable, temporary excavations and
should shore, slope, or bench the sides of the excavations as required to maintain stability of both the
excavation sides and bottom. The contractor's "responsible person", as defined in 29 CFR Part 1926, should
evaluate the soil exposed in the excavations as part of the contractor's safety procedures. In no case should
slope height, slope inclination, or excavation depth, including utility trench excavation depth, exceed those
specified in local, state, and federal safety regulations.
We are providing this information solely as a service to our client. PSI does not assume responsibility for
construction site safety or the contractor's or other party’s compliance with local, state, and federal safety
or other regulations.
Project Number: 03421890
Berkshire Apartments (Phase 1 & 2), Fort Worth, Texas
November 17, 2020
Page 24
www.intertek.com/building
6.0 REPORT LIMITATIONS
The recommendations submitted in this report are based on the available subsurface information obtained
by PSI and design details furnished by the client for the proposed Berkshire Apartments to be located at
the southwest quadrant of US Highway 81 and Blue Mound Road in Fort Worth, Texas. If there are any
revisions to the plans for this project, or if deviations from the subsurface conditions noted in this report
are encountered during construction, PSI should be notified immediately to determine if changes in the
foundation recommendations are required. If PSI is not notified of such changes, PSI will not be responsible
for the impact of those changes on the project.
The geotechnical engineer warrants that the findings, recommendations, specifications, or professional
advice contained herein have been made in accordance with generally accepted professional geotechnical
engineering practices in the local area. No other warranties are implied or expressed. This report may not
be copied, except in the entirety, without expressed written permission from PSI. PSI is not responsible for
any claims, damages, or liability associated with the interpretation or re-use of the subsurface data or
engineering analysis or the conclusions or recommendations of others based on the findings and
recommendations presented herein.
After the plans and specifications are more complete, the geotechnical engineer should be retained and
provided the opportunity to review the final design plans and specifications to check that our engineering
recommendations have been properly incorporated into the design documents. At that time, it may be
necessary to submit supplementary recommendations. If PSI is not retained to perform these functions,
PSI will not be responsible for the impact of those conditions on the project. This geotechnical report has
been prepared for the exclusive use of Presidium and their representatives for the specific application of
the proposed Berkshire Apartments to be located at the southwest quadrant of Highway 81 and Blue Mound
Road in Fort Worth, Texas.
Project Number: 03421890
Berkshire Apartments (Phase 1 & 2), Fort Worth, Texas
November 17, 2020
www.intertek.com/building
Appendix
SITE VICINITY MAP
TD
DATE:
DRAWN:
GEOTECHNICAL ENGINEERING SERVICES
BERKSHIRE APARTMENTS (PHASE 1 & 2)
SWC of US HIGHWAY 81 AND BLUE MOUND ROAD
FORT WORTH, TEXAS
FIGURE No. 1 CHKD::KMVPSI PROJECT No.: 03421890
Approximate Site Location
04/02/2020
310 Regal Row, Suite 500
Dallas, Texas 75247
PHONE: (214) 330-9211
BUILDING LAYOUT PLAN
TD
DATE:
DRAWN:
FIGURE No. 2 CHKD::KMVPSI PROJECT No.: 03421890
04/02/2020
310 Regal Row, Suite 500
Dallas, Texas 75247
PHONE: (214) 330-9211
GEOTECHNICAL ENGINEERING SERVICES
BERKSHIRE APARTMENTS (PHASE 1 & 2)
SWC of US HIGHWAY 81 AND BLUE MOUND ROAD
FORT WORTH, TEXAS
Building 1.1
Building 1.2
Building 1.3
Phase 2
Club House
Building 1.7
Building 2.1 Building 2.4
Building 2.3
Building 2.2
Building 1.6
Building 1.5
Building 1.4
Phase 1
Club House
BORING LOCATION PLAN –AERIAL (PHASE 1)
TD
DATE:
DRAWN:
FIGURE No. 3 CHKD::KMVPSI PROJECT No.: 03421890
04/02/2020
310 Regal Row, Suite 500
Dallas, Texas 75247
PHONE: (214) 330-9211
GEOTECHNICAL ENGINEERING SERVICES
BERKSHIRE APARTMENTS (PHASE 1 & 2)
SWC of US HIGHWAY 81 AND BLUE MOUND ROAD
FORT WORTH, TEXAS
B-29
P-1
C-2
C-4B-22
P-2
B-14
B-28B-12
B-13
P-3
B-11
P-4
B-16B-18
B-19
B-20
B-21
B-10
B-27B-09
B-17
B-15
BORING LOCATION PLAN –AERIAL (PHASE 2)
TD
DATE:
DRAWN:
FIGURE No. 4 CHKD::KMVPSI PROJECT No.: 03421890
04/02/2020
310 Regal Row, Suite 500
Dallas, Texas 75247
PHONE: (214) 330-9211
GEOTECHNICAL ENGINEERING SERVICES
BERKSHIRE APARTMENTS (PHASE 1 & 2)
SWC of US HIGHWAY 81 AND BLUE MOUND ROAD
FORT WORTH, TEXAS
C-1
C-3
B-25
B-05
P-6
B-01
B-23
B-02
B-03
B-24
B-04
B-07
B-26
B-06
P-05
B-08
BORING LOCATION PLAN (PHASE 1)
TD
DATE:
DRAWN:
FIGURE No. 5 CHKD::KMVPSI PROJECT No.: 03421890
04/02/2020
310 Regal Row, Suite 500
Dallas, Texas 75247
PHONE: (214) 330-9211
GEOTECHNICAL ENGINEERING SERVICES
BERKSHIRE APARTMENTS (PHASE 1 & 2)
SWC of US HIGHWAY 81 AND BLUE MOUND ROAD
FORT WORTH, TEXAS
B-29
P-1
C-2
C-4
B-22
P-2
B-14
B-28
B-12
B-13
P-3
B-11
P-4
B-16B-18
B-19
B-20
B-21
B-10
B-27
B-09
B-17 B-15
BORING LOCATION PLAN (PHASE 2)
TD
DATE:
DRAWN:
FIGURE No. 6 CHKD::KMVPSI PROJECT No.: 03421890
04/02/2020
310 Regal Row, Suite 500
Dallas, Texas 75247
PHONE: (214) 330-9211
GEOTECHNICAL ENGINEERING SERVICES
BERKSHIRE APARTMENTS (PHASE 1 & 2)
SWC of US HIGHWAY 81 AND BLUE MOUND ROAD
FORT WORTH, TEXAS
C-1
C-3
B-25
B-05
P-6
B-01
B-23
B-02 B-03
B-24
B-04
B-07
B-26
B-06
P-05
B-08
32
35
34
26
27
43
36
91
101
FILL: FAT CLAY (CH), soft to firm, dark brown, brown
and tan, moist, with limestone fragments and gravel
LEAN CLAY (CL), soft to firm, brown and light brown,
wet, with tan limestone fragments
LIMESTONE, very hard, gray
AUGER REFUSAL ON VERY HARD ROCK THAT
MELTED DRILL BIT
0.47
0.73
T:
100(0.75)
T:
100(0.25)
T:100(0.25)
64
49
21
13
LL UNIT DRY WT.(PCF)COMPRESSIVESTRENGTH (tsf)LOG OF BORING B-01
GROUND WATER DURING DRILLING: 2 feet
GROUND WATER AFTER DRILLING: Dry
DELAYED GROUND WATER: N/A
DATE DRILLED: 3/10/20
DEPTH TO GROUND WATER PLASTICITYINDEXPL PI
UUUCSOIL TYPE% PASSING#200 SIEVEDESCRIPTION
DEPTH OF BORING: 23 FEET PLASTICLIMITCOORDINATE (X) OR EASTING:
COORDINATE (Y) OR NORTHING:
LATITUDE: 32.9169
LONGITUDE: -97.35145
APPROX. SURFACE ELEVATION: 723.0
TYPE OF BORING: SOLID FLIGHT AUGER
LOCATION: See Boring Location Plan PSI Project No.: 3421890
Proposed Berkshire Apartments (Phase 1 & 2)
SWQ of US Highway 81 and Blue Mound Road, Fort Worth, Texas
LIQUIDLIMITSPT - NTCP - T(BLOWS/FT.)0 1 2 3 4 5SAMPLES
NOTES: Automatic hammer, 170 lbs, 24-inch drop height
HP
COMPRESSIVE
STRENGTH
TONS/SQ.FT.MOISTURECONTENT (%)DEPTH, FT.Geotechnical Consulting Services
310 Regal Row, Suite 500
Dallas, TX 75247BL_DALLAS - PSIHOUSTON.GDT - 4/6/20 16:54 - \\DALLAS-FS1\PROJECTS\0342 DALLAS GEO\2020 GEO PROJECTS\03421890 BERKSHIRE APT PH 1&2, FT. WORTH-PRESIDIUM\APPENDIX\03421890 - TD.GPJ0
5
10
15
20
25
30
35
40
45
50
26
31
23
17
16
52
24
90
111
93
85
FILL: FAT CLAY, soft to very stiff, dark brown, brown,
and tan, with sand and gravel
LEAN CLAY (CL), stiff, brown and tan, with limestone
fragments and calcareous nodules
WEATHERED LIMESTONE, tan, with interbedded
clay seams
LIMESTONE, very hard, gray
1.13
2.34
N:
60(10.0)
T:
100(0.75)
T:
100(0.75)
T:100(0.75)
72
39
20
15
LL UNIT DRY WT.(PCF)COMPRESSIVESTRENGTH (tsf)LOG OF BORING B-02
GROUND WATER DURING DRILLING: Not Encountered
GROUND WATER AFTER DRILLING: Dry
DELAYED GROUND WATER: N/A
DATE DRILLED: 3/9/20
DEPTH TO GROUND WATER PLASTICITYINDEXPL PI
UUUCSOIL TYPE% PASSING#200 SIEVEDESCRIPTION
DEPTH OF BORING: 25 FEET PLASTICLIMITCOORDINATE (X) OR EASTING:
COORDINATE (Y) OR NORTHING:
LATITUDE: 32.91651
LONGITUDE: -97.35115
APPROX. SURFACE ELEVATION: 722.0
TYPE OF BORING: SOLID FLIGHT AUGER
LOCATION: See Boring Location Plan PSI Project No.: 3421890
Proposed Berkshire Apartments (Phase 1 & 2)
SWQ of US Highway 81 and Blue Mound Road, Fort Worth, Texas
LIQUIDLIMITSPT - NTCP - T(BLOWS/FT.)0 1 2 3 4 5SAMPLES
NOTES: Automatic hammer, 170 lbs, 24-inch drop height
HP
COMPRESSIVE
STRENGTH
TONS/SQ.FT.MOISTURECONTENT (%)DEPTH, FT.Geotechnical Consulting Services
310 Regal Row, Suite 500
Dallas, TX 75247BL_DALLAS - PSIHOUSTON.GDT - 4/6/20 16:54 - \\DALLAS-FS1\PROJECTS\0342 DALLAS GEO\2020 GEO PROJECTS\03421890 BERKSHIRE APT PH 1&2, FT. WORTH-PRESIDIUM\APPENDIX\03421890 - TD.GPJ0
5
10
15
20
25
30
35
40
45
50
39
37
31
30
27
53
47
85
101
95
FAT CLAY (CH), firm to stiff, dark brown, with
calcareous nodules
FAT CLAY (CH), firm to stiff, brown
LEAN CLAY (CL), stiff, light brown and tan, with
occasional weathered limestone fragments
LIMESTONE, very hard, gray
0.79
2.23
T:
100(1.5)
T:
100(0.5)
T:100(0.25)
74
68
21
21
LL UNIT DRY WT.(PCF)COMPRESSIVESTRENGTH (tsf)LOG OF BORING B-03
GROUND WATER DURING DRILLING: Not Encountered
GROUND WATER AFTER DRILLING: Dry
DELAYED GROUND WATER: N/A
DATE DRILLED: 3/10/20
DEPTH TO GROUND WATER PLASTICITYINDEXPL PI
UUUCSOIL TYPE% PASSING#200 SIEVEDESCRIPTION
DEPTH OF BORING: 25 FEET PLASTICLIMITCOORDINATE (X) OR EASTING:
COORDINATE (Y) OR NORTHING:
LATITUDE: 32.91642
LONGITUDE: -97.35065
APPROX. SURFACE ELEVATION: 722.0
TYPE OF BORING: SOLID FLIGHT AUGER
LOCATION: See Boring Location Plan PSI Project No.: 3421890
Proposed Berkshire Apartments (Phase 1 & 2)
SWQ of US Highway 81 and Blue Mound Road, Fort Worth, Texas
LIQUIDLIMITSPT - NTCP - T(BLOWS/FT.)0 1 2 3 4 5SAMPLES
NOTES: Automatic hammer, 170 lbs, 24-inch drop height
HP
COMPRESSIVE
STRENGTH
TONS/SQ.FT.MOISTURECONTENT (%)DEPTH, FT.Geotechnical Consulting Services
310 Regal Row, Suite 500
Dallas, TX 75247BL_DALLAS - PSIHOUSTON.GDT - 4/6/20 16:54 - \\DALLAS-FS1\PROJECTS\0342 DALLAS GEO\2020 GEO PROJECTS\03421890 BERKSHIRE APT PH 1&2, FT. WORTH-PRESIDIUM\APPENDIX\03421890 - TD.GPJ0
5
10
15
20
25
30
35
40
45
50
35
31
31
27
26
55
52
94
90
FAT CLAY (CH), soft to stiff, dark brown
FAT CLAY (CH), stiff to very stiff, brown
FAT CLAY (CH), stiff to very stiff, light brown with
limestone fragments
LIMESTONE, very hard, tan
LIMESTONE, hard to very hard, gray
-with shale seams from 17 to 20 feet
1.64
T:
100(0.25)
T:
100(2.25)
T:100(0.75)
77
69
22
17
LL UNIT DRY WT.(PCF)COMPRESSIVESTRENGTH (tsf)LOG OF BORING B-04
GROUND WATER DURING DRILLING: Not Encountered
GROUND WATER AFTER DRILLING: Dry
DELAYED GROUND WATER: N/A
DATE DRILLED: 3/10/20
DEPTH TO GROUND WATER PLASTICITYINDEXPL PI
UUUCSOIL TYPE% PASSING#200 SIEVEDESCRIPTION
DEPTH OF BORING: 25 FEET PLASTICLIMITCOORDINATE (X) OR EASTING:
COORDINATE (Y) OR NORTHING:
LATITUDE: 32.91606
LONGITUDE: -97.35052
APPROX. SURFACE ELEVATION: 722.0
TYPE OF BORING: SOLID FLIGHT AUGER
LOCATION: See Boring Location Plan PSI Project No.: 3421890
Proposed Berkshire Apartments (Phase 1 & 2)
SWQ of US Highway 81 and Blue Mound Road, Fort Worth, Texas
LIQUIDLIMITSPT - NTCP - T(BLOWS/FT.)0 1 2 3 4 5SAMPLES
NOTES: Automatic hammer, 170 lbs, 24-inch drop height
HP
COMPRESSIVE
STRENGTH
TONS/SQ.FT.MOISTURECONTENT (%)DEPTH, FT.Geotechnical Consulting Services
310 Regal Row, Suite 500
Dallas, TX 75247BL_DALLAS - PSIHOUSTON.GDT - 4/6/20 16:54 - \\DALLAS-FS1\PROJECTS\0342 DALLAS GEO\2020 GEO PROJECTS\03421890 BERKSHIRE APT PH 1&2, FT. WORTH-PRESIDIUM\APPENDIX\03421890 - TD.GPJ0
5
10
15
20
25
30
35
40
45
50
32
21
25
15
36
16
100
91
88
FILL: LEAN CLAY, soft to firm, dark brown, brown,
and tan, moist, with organics and gravel
LEAN CLAY (CL), very stiff to hard, light brown and
tan, with calcareous nodules and tan weathered
limestone fragments
WEATHERED LIMESTONE, tan, with interbedded
clay seams
LIMESTONE, very hard, gray
0.41
N: 52
T:
100(1.0)
T:
100(0.75)
T:100(0.75)
49
29
13
13
LL UNIT DRY WT.(PCF)COMPRESSIVESTRENGTH (tsf)LOG OF BORING B-05
GROUND WATER DURING DRILLING: Not Encountered
GROUND WATER AFTER DRILLING: Dry
DELAYED GROUND WATER: N/A
DATE DRILLED: 3/3/20
DEPTH TO GROUND WATER PLASTICITYINDEXPL PI
UUUCSOIL TYPE% PASSING#200 SIEVEDESCRIPTION
DEPTH OF BORING: 25 FEET PLASTICLIMITCOORDINATE (X) OR EASTING:
COORDINATE (Y) OR NORTHING:
LATITUDE: 32.91615
LONGITUDE: -97.35147
APPROX. SURFACE ELEVATION: 719.0
TYPE OF BORING: SOLID FLIGHT AUGER
LOCATION: See Boring Location Plan PSI Project No.: 3421890
Proposed Berkshire Apartments (Phase 1 & 2)
SWQ of US Highway 81 and Blue Mound Road, Fort Worth, Texas
LIQUIDLIMITSPT - NTCP - T(BLOWS/FT.)0 1 2 3 4 5SAMPLES
NOTES: Automatic hammer, 170 lbs, 24-inch drop height
HP
COMPRESSIVE
STRENGTH
TONS/SQ.FT.MOISTURECONTENT (%)DEPTH, FT.Geotechnical Consulting Services
310 Regal Row, Suite 500
Dallas, TX 75247BL_DALLAS - PSIHOUSTON.GDT - 4/6/20 16:54 - \\DALLAS-FS1\PROJECTS\0342 DALLAS GEO\2020 GEO PROJECTS\03421890 BERKSHIRE APT PH 1&2, FT. WORTH-PRESIDIUM\APPENDIX\03421890 - TD.GPJ0
5
10
15
20
25
30
35
40
45
50
34
19
18
48
23
20
110 56
FAT CLAY (CH), stiff, dark brown
LEAN CLAY (CL), very stiff, brown, with limestone
fragments
LEAN CLAY with LIMESTONE (CL), very stiff, tan,
with intermittent and discontinuous layers of tan
limestone
WEATHERED LIMESTONE, tan, with interbedded
clay seams
-clay layer from 11 to 12 feet
LIMESTONE, very hard, gray
2.26
N: 16
N: 21
T:
100(0.75)
T:
100(0.75)
T:
100(0.25)
T:100(0.25)
66
37
34
18
14
14
LL UNIT DRY WT.(PCF)COMPRESSIVESTRENGTH (tsf)LOG OF BORING B-06
GROUND WATER DURING DRILLING: Not Encountered
GROUND WATER AFTER DRILLING: Dry
DELAYED GROUND WATER: N/A
DATE DRILLED: 3/3/20
DEPTH TO GROUND WATER PLASTICITYINDEXPL PI
UUUCSOIL TYPE% PASSING#200 SIEVEDESCRIPTION
DEPTH OF BORING: 25 FEET PLASTICLIMITCOORDINATE (X) OR EASTING:
COORDINATE (Y) OR NORTHING:
LATITUDE: 32.91569
LONGITUDE: -97.35166
APPROX. SURFACE ELEVATION: 718.0
TYPE OF BORING: SOLID FLIGHT AUGER
LOCATION: See Boring Location Plan PSI Project No.: 3421890
Proposed Berkshire Apartments (Phase 1 & 2)
SWQ of US Highway 81 and Blue Mound Road, Fort Worth, Texas
LIQUIDLIMITSPT - NTCP - T(BLOWS/FT.)0 1 2 3 4 5SAMPLES
NOTES: Automatic hammer, 170 lbs, 24-inch drop height
HP
COMPRESSIVE
STRENGTH
TONS/SQ.FT.MOISTURECONTENT (%)DEPTH, FT.Geotechnical Consulting Services
310 Regal Row, Suite 500
Dallas, TX 75247BL_DALLAS - PSIHOUSTON.GDT - 4/6/20 16:54 - \\DALLAS-FS1\PROJECTS\0342 DALLAS GEO\2020 GEO PROJECTS\03421890 BERKSHIRE APT PH 1&2, FT. WORTH-PRESIDIUM\APPENDIX\03421890 - TD.GPJ0
5
10
15
20
25
30
35
40
45
50
31
36
18
20
20
55
37
87
111 94
FAT CLAY (CH), stiff, dark brown
LEAN CLAY (CL), very stiff to hard, light brown and
tan, with calcareous nodules
WEATHERED LIMESTONE, very hard, tan, with
interbedded clay seams
LIMESTONE, very hard, gray
0.98
2.04
T:
100(1.5)
T:
100(0.75)
T:100(0.75)
74
49
19
12
LL UNIT DRY WT.(PCF)COMPRESSIVESTRENGTH (tsf)LOG OF BORING B-07
GROUND WATER DURING DRILLING: Not Encountered
GROUND WATER AFTER DRILLING: Dry
DELAYED GROUND WATER: N/A
DATE DRILLED: 3/3/20
DEPTH TO GROUND WATER PLASTICITYINDEXPL PI
UUUCSOIL TYPE% PASSING#200 SIEVEDESCRIPTION
DEPTH OF BORING: 25 FEET PLASTICLIMITCOORDINATE (X) OR EASTING:
COORDINATE (Y) OR NORTHING:
LATITUDE: 32.91601
LONGITUDE: -97.351
APPROX. SURFACE ELEVATION: 721.0
TYPE OF BORING: SOLID FLIGHT AUGER
LOCATION: See Boring Location Plan PSI Project No.: 3421890
Proposed Berkshire Apartments (Phase 1 & 2)
SWQ of US Highway 81 and Blue Mound Road, Fort Worth, Texas
LIQUIDLIMITSPT - NTCP - T(BLOWS/FT.)0 1 2 3 4 5SAMPLES
NOTES: Automatic hammer, 170 lbs, 24-inch drop height
HP
COMPRESSIVE
STRENGTH
TONS/SQ.FT.MOISTURECONTENT (%)DEPTH, FT.Geotechnical Consulting Services
310 Regal Row, Suite 500
Dallas, TX 75247BL_DALLAS - PSIHOUSTON.GDT - 4/6/20 16:54 - \\DALLAS-FS1\PROJECTS\0342 DALLAS GEO\2020 GEO PROJECTS\03421890 BERKSHIRE APT PH 1&2, FT. WORTH-PRESIDIUM\APPENDIX\03421890 - TD.GPJ0
5
10
15
20
25
30
35
40
45
50
31
35
16
19
15
60
26 109 89
FAT CLAY (CH), firm to very stiff, dark brown
LEAN CLAY (CL), very stiff to hard, light brown and
tan, with intermittent and discontinuous limestone
seams
WEATHERED LIMESTONE, soft to hard, tan
-with frequent clay seams from 7.5 to 11 feet
LIMESTONE, very hard, gray
0.51
N: 39
T:
100(1.25)
T:
100(0.5)
T:100(0.5)
83
38
23
12
LL UNIT DRY WT.(PCF)COMPRESSIVESTRENGTH (tsf)LOG OF BORING B-08
GROUND WATER DURING DRILLING: Not Encountered
GROUND WATER AFTER DRILLING: Dry
DELAYED GROUND WATER: N/A
DATE DRILLED: 3/3/20
DEPTH TO GROUND WATER PLASTICITYINDEXPL PI
UUUCSOIL TYPE% PASSING#200 SIEVEDESCRIPTION
DEPTH OF BORING: 25 FEET PLASTICLIMITCOORDINATE (X) OR EASTING:
COORDINATE (Y) OR NORTHING:
LATITUDE: 32.91552
LONGITUDE: -97.35086
APPROX. SURFACE ELEVATION: 719.0
TYPE OF BORING: SOLID FLIGHT AUGER
LOCATION: See Boring Location Plan PSI Project No.: 3421890
Proposed Berkshire Apartments (Phase 1 & 2)
SWQ of US Highway 81 and Blue Mound Road, Fort Worth, Texas
LIQUIDLIMITSPT - NTCP - T(BLOWS/FT.)0 1 2 3 4 5SAMPLES
NOTES: Automatic hammer, 170 lbs, 24-inch drop height
HP
COMPRESSIVE
STRENGTH
TONS/SQ.FT.MOISTURECONTENT (%)DEPTH, FT.Geotechnical Consulting Services
310 Regal Row, Suite 500
Dallas, TX 75247BL_DALLAS - PSIHOUSTON.GDT - 4/6/20 16:54 - \\DALLAS-FS1\PROJECTS\0342 DALLAS GEO\2020 GEO PROJECTS\03421890 BERKSHIRE APT PH 1&2, FT. WORTH-PRESIDIUM\APPENDIX\03421890 - TD.GPJ0
5
10
15
20
25
30
35
40
45
50
35
31
20
14
18
43
54
33
92
106 92
91
FAT CLAY (CH), firm to stiff, dark brown
FAT CLAY (CH), very stiff, light brown and tan
LEAN CLAY (CL), very stiff to hard, light brown and
tan, with intermittent and discontinuous limestone
seams
WEATHERED LIMESTONE, tan, with interbedded
clay seams
LIMESTONE, very hard, gray
1.24
3.02
N: 34
N:
59(12.0)
T:
100(0.75)
T:
100(0.5)
T:100(0.5)
66
70
49
23
16
16
LL UNIT DRY WT.(PCF)COMPRESSIVESTRENGTH (tsf)LOG OF BORING B-09
GROUND WATER DURING DRILLING: Not Encountered
GROUND WATER AFTER DRILLING: Dry
DELAYED GROUND WATER: N/A
DATE DRILLED: 3/3/20
DEPTH TO GROUND WATER PLASTICITYINDEXPL PI
UUUCSOIL TYPE% PASSING#200 SIEVEDESCRIPTION
DEPTH OF BORING: 25 FEET PLASTICLIMITCOORDINATE (X) OR EASTING:
COORDINATE (Y) OR NORTHING:
LATITUDE: 32.91505
LONGITUDE: -97.35081
APPROX. SURFACE ELEVATION: 718.0
TYPE OF BORING: SOLID FLIGHT AUGER
LOCATION: See Boring Location Plan PSI Project No.: 3421890
Proposed Berkshire Apartments (Phase 1 & 2)
SWQ of US Highway 81 and Blue Mound Road, Fort Worth, Texas
LIQUIDLIMITSPT - NTCP - T(BLOWS/FT.)0 1 2 3 4 5SAMPLES
NOTES: Automatic hammer, 170 lbs, 24-inch drop height
HP
COMPRESSIVE
STRENGTH
TONS/SQ.FT.MOISTURECONTENT (%)DEPTH, FT.Geotechnical Consulting Services
310 Regal Row, Suite 500
Dallas, TX 75247BL_DALLAS - PSIHOUSTON.GDT - 4/6/20 16:54 - \\DALLAS-FS1\PROJECTS\0342 DALLAS GEO\2020 GEO PROJECTS\03421890 BERKSHIRE APT PH 1&2, FT. WORTH-PRESIDIUM\APPENDIX\03421890 - TD.GPJ0
5
10
15
20
25
30
35
40
45
50
36
28
22
12
55
54
94 92
FAT CLAY (CH), soft to very stiff, dark brown, with
calcareous nodules
FAT CLAY (CH), very stiff to hard, light brown and tan,
with limestone fragments
LEAN CLAY with LIMESTONE (CL), very stiff to hard,
tan, with intermittent and discontinuous limestone
seams
LIMESTONE, very hard, tan
LIMESTONE, very hard, gray
1.38
N: 34
T:
100(1.0)
T:100(0.25)
76
74
21
20
LL UNIT DRY WT.(PCF)COMPRESSIVESTRENGTH (tsf)LOG OF BORING B-10
GROUND WATER DURING DRILLING: Not Encountered
GROUND WATER AFTER DRILLING: Dry
DELAYED GROUND WATER: N/A
DATE DRILLED: 3/10/20
DEPTH TO GROUND WATER PLASTICITYINDEXPL PI
UUUCSOIL TYPE% PASSING#200 SIEVEDESCRIPTION
DEPTH OF BORING: 15 FEET PLASTICLIMITCOORDINATE (X) OR EASTING:
COORDINATE (Y) OR NORTHING:
LATITUDE: 32.91494
LONGITUDE: -97.35043
APPROX. SURFACE ELEVATION: 718.0
TYPE OF BORING: SOLID FLIGHT AUGER
LOCATION: See Boring Location Plan PSI Project No.: 3421890
Proposed Berkshire Apartments (Phase 1 & 2)
SWQ of US Highway 81 and Blue Mound Road, Fort Worth, Texas
LIQUIDLIMITSPT - NTCP - T(BLOWS/FT.)0 1 2 3 4 5SAMPLES
NOTES: Automatic hammer, 170 lbs, 24-inch drop height
HP
COMPRESSIVE
STRENGTH
TONS/SQ.FT.MOISTURECONTENT (%)DEPTH, FT.Geotechnical Consulting Services
310 Regal Row, Suite 500
Dallas, TX 75247BL_DALLAS - PSIHOUSTON.GDT - 4/6/20 16:54 - \\DALLAS-FS1\PROJECTS\0342 DALLAS GEO\2020 GEO PROJECTS\03421890 BERKSHIRE APT PH 1&2, FT. WORTH-PRESIDIUM\APPENDIX\03421890 - TD.GPJ0
5
10
15
20
25
30
35
40
45
50
33
30
20
17
42
36 111 91
FAT CLAY (CH), firm to stiff, dark brown, with
calcareous nodules
FAT CLAY (CH), stiff to very stiff, brown, with
limestone fragments
LEAN CLAY with LIMESTONE (CL), very stiff to hard,
light brown and tan, with intermittent and discontinuous
limestone seams
LIMESTONE, tan
LIMESTONE, very hard, gray
2.96
N:
50(4.5)
T:
100(1.0)
T:
100(0.75)
T:100(0.75)
61
50
19
14
LL UNIT DRY WT.(PCF)COMPRESSIVESTRENGTH (tsf)LOG OF BORING B-11
GROUND WATER DURING DRILLING: Not Encountered
GROUND WATER AFTER DRILLING: Dry
DELAYED GROUND WATER: N/A
DATE DRILLED: 3/11/20
DEPTH TO GROUND WATER PLASTICITYINDEXPL PI
UUUCSOIL TYPE% PASSING#200 SIEVEDESCRIPTION
DEPTH OF BORING: 25 FEET PLASTICLIMITCOORDINATE (X) OR EASTING:
COORDINATE (Y) OR NORTHING:
LATITUDE: 32.91463
LONGITUDE: -97.35029
APPROX. SURFACE ELEVATION: 717.0
TYPE OF BORING: SOLID FLIGHT AUGER
LOCATION: See Boring Location Plan PSI Project No.: 3421890
Proposed Berkshire Apartments (Phase 1 & 2)
SWQ of US Highway 81 and Blue Mound Road, Fort Worth, Texas
LIQUIDLIMITSPT - NTCP - T(BLOWS/FT.)0 1 2 3 4 5SAMPLES
NOTES: Automatic hammer, 170 lbs, 24-inch drop height
HP
COMPRESSIVE
STRENGTH
TONS/SQ.FT.MOISTURECONTENT (%)DEPTH, FT.Geotechnical Consulting Services
310 Regal Row, Suite 500
Dallas, TX 75247BL_DALLAS - PSIHOUSTON.GDT - 4/6/20 16:54 - \\DALLAS-FS1\PROJECTS\0342 DALLAS GEO\2020 GEO PROJECTS\03421890 BERKSHIRE APT PH 1&2, FT. WORTH-PRESIDIUM\APPENDIX\03421890 - TD.GPJ0
5
10
15
20
25
30
35
40
45
50
37
28
12
11
15
42
31 93
FAT CLAY (CH), soft to stiff, dark brown
LEAN CLAY (CL), very stiff, light brown and tan, with
intermittent and discontinuous limestone seams
WEATHERED LIMESTONE, tan, with interbedded
clay seams
LIMESTONE, very hard, gray
N: 23
N:
50(6.0)
T:
100(0.5)
T:
100(0.25)
T:100(0.25)
63
46
21
15
LL UNIT DRY WT.(PCF)COMPRESSIVESTRENGTH (tsf)LOG OF BORING B-12
GROUND WATER DURING DRILLING: Not Encountered
GROUND WATER AFTER DRILLING: Dry
DELAYED GROUND WATER: N/A
DATE DRILLED: 3/3/20
DEPTH TO GROUND WATER PLASTICITYINDEXPL PI
UUUCSOIL TYPE% PASSING#200 SIEVEDESCRIPTION
DEPTH OF BORING: 25 FEET PLASTICLIMITCOORDINATE (X) OR EASTING:
COORDINATE (Y) OR NORTHING:
LATITUDE: 32.91424
LONGITUDE: -97.35062
APPROX. SURFACE ELEVATION: 717.0
TYPE OF BORING: SOLID FLIGHT AUGER
LOCATION: See Boring Location Plan PSI Project No.: 3421890
Proposed Berkshire Apartments (Phase 1 & 2)
SWQ of US Highway 81 and Blue Mound Road, Fort Worth, Texas
LIQUIDLIMITSPT - NTCP - T(BLOWS/FT.)0 1 2 3 4 5SAMPLES
NOTES: Automatic hammer, 170 lbs, 24-inch drop height
HP
COMPRESSIVE
STRENGTH
TONS/SQ.FT.MOISTURECONTENT (%)DEPTH, FT.Geotechnical Consulting Services
310 Regal Row, Suite 500
Dallas, TX 75247BL_DALLAS - PSIHOUSTON.GDT - 4/6/20 16:54 - \\DALLAS-FS1\PROJECTS\0342 DALLAS GEO\2020 GEO PROJECTS\03421890 BERKSHIRE APT PH 1&2, FT. WORTH-PRESIDIUM\APPENDIX\03421890 - TD.GPJ0
5
10
15
20
25
30
35
40
45
50
33
21
19
21
11
24
25
85
111
81
86
FAT CLAY (CH), soft to firm, dark brown
LEAN CLAY (CL), stiff to very stiff, light brown and
tan, with weathered limestone fragments
WEATHERED LIMESTONE, soft, tan, with
interbedded clay seams
LIMESTONE, very hard, gray
0.57
1.77
N:
50(1.5)
T:
100(0.5)
T:
100(1.25)
T:100(2.0)
39
39
15
14
LL UNIT DRY WT.(PCF)COMPRESSIVESTRENGTH (tsf)LOG OF BORING B-13
GROUND WATER DURING DRILLING: Not Encountered
GROUND WATER AFTER DRILLING: Dry
DELAYED GROUND WATER: N/A
DATE DRILLED: 3/5/20
DEPTH TO GROUND WATER PLASTICITYINDEXPL PI
UUUCSOIL TYPE% PASSING#200 SIEVEDESCRIPTION
DEPTH OF BORING: 25 FEET PLASTICLIMITCOORDINATE (X) OR EASTING:
COORDINATE (Y) OR NORTHING:
LATITUDE: 32.91391
LONGITUDE: -97.35058
APPROX. SURFACE ELEVATION: 715.0
TYPE OF BORING: SOLID FLIGHT AUGER
LOCATION: See Boring Location Plan PSI Project No.: 3421890
Proposed Berkshire Apartments (Phase 1 & 2)
SWQ of US Highway 81 and Blue Mound Road, Fort Worth, Texas
LIQUIDLIMITSPT - NTCP - T(BLOWS/FT.)0 1 2 3 4 5SAMPLES
NOTES: Automatic hammer, 170 lbs, 24-inch drop height
HP
COMPRESSIVE
STRENGTH
TONS/SQ.FT.MOISTURECONTENT (%)DEPTH, FT.Geotechnical Consulting Services
310 Regal Row, Suite 500
Dallas, TX 75247BL_DALLAS - PSIHOUSTON.GDT - 4/6/20 16:54 - \\DALLAS-FS1\PROJECTS\0342 DALLAS GEO\2020 GEO PROJECTS\03421890 BERKSHIRE APT PH 1&2, FT. WORTH-PRESIDIUM\APPENDIX\03421890 - TD.GPJ0
5
10
15
20
25
30
35
40
45
50
27
22
23
19
36
24
103
89
79
FAT CLAY (CH), firm to stiff, dark brown
LEAN CLAY (CL), stiff, light brown and tan, with
occasional weathered limestone fragments
WEATHERED LIMESTONE, soft, tan, with
interbedded clay seams
LIMESTONE, very hard, gray
AUGER REFUSAL ON VERY HARD ROCK THAT
MELTED DRILL BIT
0.59
N:
50(1.5)
T:100(0.75)
52
37
16
13
LL UNIT DRY WT.(PCF)COMPRESSIVESTRENGTH (tsf)LOG OF BORING B-14
GROUND WATER DURING DRILLING: Not Encountered
GROUND WATER AFTER DRILLING: Dry
DELAYED GROUND WATER: N/A
DATE DRILLED: 3/6/20
DEPTH TO GROUND WATER PLASTICITYINDEXPL PI
UUUCSOIL TYPE% PASSING#200 SIEVEDESCRIPTION
DEPTH OF BORING: 15 FEET PLASTICLIMITCOORDINATE (X) OR EASTING:
COORDINATE (Y) OR NORTHING:
LATITUDE: 32.91359
LONGITUDE: -97.35033
APPROX. SURFACE ELEVATION: 716.0
TYPE OF BORING: SOLID FLIGHT AUGER
LOCATION: See Boring Location Plan PSI Project No.: 3421890
Proposed Berkshire Apartments (Phase 1 & 2)
SWQ of US Highway 81 and Blue Mound Road, Fort Worth, Texas
LIQUIDLIMITSPT - NTCP - T(BLOWS/FT.)0 1 2 3 4 5SAMPLES
NOTES: Automatic hammer, 170 lbs, 24-inch drop height
HP
COMPRESSIVE
STRENGTH
TONS/SQ.FT.MOISTURECONTENT (%)DEPTH, FT.Geotechnical Consulting Services
310 Regal Row, Suite 500
Dallas, TX 75247BL_DALLAS - PSIHOUSTON.GDT - 4/6/20 16:54 - \\DALLAS-FS1\PROJECTS\0342 DALLAS GEO\2020 GEO PROJECTS\03421890 BERKSHIRE APT PH 1&2, FT. WORTH-PRESIDIUM\APPENDIX\03421890 - TD.GPJ0
5
10
15
20
25
30
35
40
45
50
37
13
43
22 68
FAT CLAY (CH), stiff, dark brown
WEATHERED LIMESTONE, soft, tan, with
interbedded clay seams
LEAN CLAY with LIMESTONE (CL), hard, light brown
and tan, with intermittent and discontinuous limestone
seams
LIMESTONE, very hard, tan
LIMESTONE, very hard, gray
T: 85
N:
50(5.0)
T:
100(2.0)
T:
100(1.5)
T:
100(0.75)
T:100(0.75)
65
38
22
16
LL UNIT DRY WT.(PCF)COMPRESSIVESTRENGTH (tsf)LOG OF BORING B-15
GROUND WATER DURING DRILLING: Not Encountered
GROUND WATER AFTER DRILLING: Dry
DELAYED GROUND WATER: N/A
DATE DRILLED: 3/3/20
DEPTH TO GROUND WATER PLASTICITYINDEXPL PI
UUUCSOIL TYPE% PASSING#200 SIEVEDESCRIPTION
DEPTH OF BORING: 25 FEET PLASTICLIMITCOORDINATE (X) OR EASTING:
COORDINATE (Y) OR NORTHING:
LATITUDE: 32.91495
LONGITUDE: -97.35132
APPROX. SURFACE ELEVATION: 715.0
TYPE OF BORING: SOLID FLIGHT AUGER
LOCATION: See Boring Location Plan PSI Project No.: 3421890
Proposed Berkshire Apartments (Phase 1 & 2)
SWQ of US Highway 81 and Blue Mound Road, Fort Worth, Texas
LIQUIDLIMITSPT - NTCP - T(BLOWS/FT.)0 1 2 3 4 5SAMPLES
NOTES: Automatic hammer, 170 lbs, 24-inch drop height
HP
COMPRESSIVE
STRENGTH
TONS/SQ.FT.MOISTURECONTENT (%)DEPTH, FT.Geotechnical Consulting Services
310 Regal Row, Suite 500
Dallas, TX 75247BL_DALLAS - PSIHOUSTON.GDT - 4/6/20 16:54 - \\DALLAS-FS1\PROJECTS\0342 DALLAS GEO\2020 GEO PROJECTS\03421890 BERKSHIRE APT PH 1&2, FT. WORTH-PRESIDIUM\APPENDIX\03421890 - TD.GPJ0
5
10
15
20
25
30
35
40
45
50
36
28
25
35
14
59
71
89
100
FAT CLAY (CH), stiff to very stiff, dark brown
-with limestone fragments from 2 to 6 feet
LEAN CLAY (CL), hard, light brown and tan, with
intermittent and discontinuous limestone seams
LIMESTONE, very hard, gray
1.12
4.03
N: 56
T:
100(1.0)
T:
100(0.5)
T:100(0.75)
83
88
24
17
LL UNIT DRY WT.(PCF)COMPRESSIVESTRENGTH (tsf)LOG OF BORING B-16
GROUND WATER DURING DRILLING: Not Encountered
GROUND WATER AFTER DRILLING: Dry
DELAYED GROUND WATER: N/A
DATE DRILLED: 3/3/20
DEPTH TO GROUND WATER PLASTICITYINDEXPL PI
UUUCSOIL TYPE% PASSING#200 SIEVEDESCRIPTION
DEPTH OF BORING: 25 FEET PLASTICLIMITCOORDINATE (X) OR EASTING:
COORDINATE (Y) OR NORTHING:
LATITUDE: 32.91449
LONGITUDE: -97.3512
APPROX. SURFACE ELEVATION: 714.0
TYPE OF BORING: SOLID FLIGHT AUGER
LOCATION: See Boring Location Plan PSI Project No.: 3421890
Proposed Berkshire Apartments (Phase 1 & 2)
SWQ of US Highway 81 and Blue Mound Road, Fort Worth, Texas
LIQUIDLIMITSPT - NTCP - T(BLOWS/FT.)0 1 2 3 4 5SAMPLES
NOTES: Automatic hammer, 170 lbs, 24-inch drop height
HP
COMPRESSIVE
STRENGTH
TONS/SQ.FT.MOISTURECONTENT (%)DEPTH, FT.Geotechnical Consulting Services
310 Regal Row, Suite 500
Dallas, TX 75247BL_DALLAS - PSIHOUSTON.GDT - 4/6/20 16:54 - \\DALLAS-FS1\PROJECTS\0342 DALLAS GEO\2020 GEO PROJECTS\03421890 BERKSHIRE APT PH 1&2, FT. WORTH-PRESIDIUM\APPENDIX\03421890 - TD.GPJ0
5
10
15
20
25
30
35
40
45
50
36
28
23
13
43
30
95
63
FAT CLAY (CH), stiff to very stiff, dark brown, with
calcareous nodules
LEAN CLAY with LIMESTONE (CL), stiff, light brown
and tan, with intermittent and discontinuous limestone
seams
LIMESTONE, very hard, tan
AUGER REFUSAL ON VERY HARD ROCK THAT
MELTED DRILL BIT
1.39
N: 14
T:100(0.25)
63
42
20
12
LL UNIT DRY WT.(PCF)COMPRESSIVESTRENGTH (tsf)LOG OF BORING B-17
GROUND WATER DURING DRILLING: Not Encountered
GROUND WATER AFTER DRILLING: Dry
DELAYED GROUND WATER: N/A
DATE DRILLED: 3/5/20
DEPTH TO GROUND WATER PLASTICITYINDEXPL PI
UUUCSOIL TYPE% PASSING#200 SIEVEDESCRIPTION
DEPTH OF BORING: 11 FEET PLASTICLIMITCOORDINATE (X) OR EASTING:
COORDINATE (Y) OR NORTHING:
LATITUDE: 32.91496
LONGITUDE: -97.35185
APPROX. SURFACE ELEVATION: 717.0
TYPE OF BORING: SOLID FLIGHT AUGER
LOCATION: See Boring Location Plan PSI Project No.: 3421890
Proposed Berkshire Apartments (Phase 1 & 2)
SWQ of US Highway 81 and Blue Mound Road, Fort Worth, Texas
LIQUIDLIMITSPT - NTCP - T(BLOWS/FT.)0 1 2 3 4 5SAMPLES
NOTES: Automatic hammer, 170 lbs, 24-inch drop height
HP
COMPRESSIVE
STRENGTH
TONS/SQ.FT.MOISTURECONTENT (%)DEPTH, FT.Geotechnical Consulting Services
310 Regal Row, Suite 500
Dallas, TX 75247BL_DALLAS - PSIHOUSTON.GDT - 4/6/20 16:54 - \\DALLAS-FS1\PROJECTS\0342 DALLAS GEO\2020 GEO PROJECTS\03421890 BERKSHIRE APT PH 1&2, FT. WORTH-PRESIDIUM\APPENDIX\03421890 - TD.GPJ0
5
10
15
20
25
30
35
40
45
50
29
30
21
12
15
54
32
110
85
FAT CLAY (CH), soft to very stiff, dark brown, with
calcareous nodules
FAT CLAY (CH), stiff to very stiff, brown, with
limestone fragments
LEAN CLAY (CL), hard, light brown and tan, with
intermittent and discontinuous limestone seams
LIMESTONE, very hard, gray
AUGER REFUSAL ON VERY HARD ROCK THAT
MELTED DRILL BIT
1.21
N:
90(10.0)
T:100(0.25)
72
48
18
16
LL UNIT DRY WT.(PCF)COMPRESSIVESTRENGTH (tsf)LOG OF BORING B-18
GROUND WATER DURING DRILLING: Not Encountered
GROUND WATER AFTER DRILLING: Dry
DELAYED GROUND WATER: N/A
DATE DRILLED: 3/5/20
DEPTH TO GROUND WATER PLASTICITYINDEXPL PI
UUUCSOIL TYPE% PASSING#200 SIEVEDESCRIPTION
DEPTH OF BORING: 11 FEET PLASTICLIMITCOORDINATE (X) OR EASTING:
COORDINATE (Y) OR NORTHING:
LATITUDE: 32.91454
LONGITUDE: -97.35166
APPROX. SURFACE ELEVATION: 715.0
TYPE OF BORING: SOLID FLIGHT AUGER
LOCATION: See Boring Location Plan PSI Project No.: 3421890
Proposed Berkshire Apartments (Phase 1 & 2)
SWQ of US Highway 81 and Blue Mound Road, Fort Worth, Texas
LIQUIDLIMITSPT - NTCP - T(BLOWS/FT.)0 1 2 3 4 5SAMPLES
NOTES: Automatic hammer, 170 lbs, 24-inch drop height
HP
COMPRESSIVE
STRENGTH
TONS/SQ.FT.MOISTURECONTENT (%)DEPTH, FT.Geotechnical Consulting Services
310 Regal Row, Suite 500
Dallas, TX 75247BL_DALLAS - PSIHOUSTON.GDT - 4/6/20 16:54 - \\DALLAS-FS1\PROJECTS\0342 DALLAS GEO\2020 GEO PROJECTS\03421890 BERKSHIRE APT PH 1&2, FT. WORTH-PRESIDIUM\APPENDIX\03421890 - TD.GPJ0
5
10
15
20
25
30
35
40
45
50
29
27
26
27
13
53
15
97
60
FAT CLAY (CH), soft to stiff, dark brown, with
calcareous nodules
FAT CLAY (CH), stiff to very stiff, brown, with
limestone fragments
-with tan limestone fragments at 5.5 feet
-with tan limestone fragments at 7 feet
LEAN CLAY with LIMESTONE (CL), hard, tan, with
intermittent and discontinuous limestone seams
LIMESTONE, very hard, tan
AUGER REFUSAL ON VERY HARD ROCK THAT
MELTED DRILL BIT
1.14
N:
67(10.0)
T:
100(0.5)
T:100(0.25)
73
30
20
15
LL UNIT DRY WT.(PCF)COMPRESSIVESTRENGTH (tsf)LOG OF BORING B-19
GROUND WATER DURING DRILLING: Not Encountered
GROUND WATER AFTER DRILLING: Dry
DELAYED GROUND WATER: N/A
DATE DRILLED: 3/5/20
DEPTH TO GROUND WATER PLASTICITYINDEXPL PI
UUUCSOIL TYPE% PASSING#200 SIEVEDESCRIPTION
DEPTH OF BORING: 15 FEET PLASTICLIMITCOORDINATE (X) OR EASTING:
COORDINATE (Y) OR NORTHING:
LATITUDE: 32.91429
LONGITUDE: -97.35156
APPROX. SURFACE ELEVATION: 714.0
TYPE OF BORING: SOLID FLIGHT AUGER
LOCATION: See Boring Location Plan PSI Project No.: 3421890
Proposed Berkshire Apartments (Phase 1 & 2)
SWQ of US Highway 81 and Blue Mound Road, Fort Worth, Texas
LIQUIDLIMITSPT - NTCP - T(BLOWS/FT.)0 1 2 3 4 5SAMPLES
NOTES: Automatic hammer, 170 lbs, 24-inch drop height
HP
COMPRESSIVE
STRENGTH
TONS/SQ.FT.MOISTURECONTENT (%)DEPTH, FT.Geotechnical Consulting Services
310 Regal Row, Suite 500
Dallas, TX 75247BL_DALLAS - PSIHOUSTON.GDT - 4/6/20 16:54 - \\DALLAS-FS1\PROJECTS\0342 DALLAS GEO\2020 GEO PROJECTS\03421890 BERKSHIRE APT PH 1&2, FT. WORTH-PRESIDIUM\APPENDIX\03421890 - TD.GPJ0
5
10
15
20
25
30
35
40
45
50
34
30
17
17
62
15
92
72
FAT CLAY (CH), soft to stiff, dark brown, with
calcareous nodules
LEAN CLAY with LIMESTONE (CL), very stiff to hard,
light brown and gray, with intermittent and discontinuous
limestone seams
-tan limestone seam at 5 feet
LIMESTONE, very hard, tan
LIMESTONE, very hard, gray
1.18
N:
77(8.0)
T:
100(0.25)
T:
100(1.0)
T:
100(0.25)
T:100(1.25)
80
30
18
15
LL UNIT DRY WT.(PCF)COMPRESSIVESTRENGTH (tsf)LOG OF BORING B-20
GROUND WATER DURING DRILLING: Not Encountered
GROUND WATER AFTER DRILLING: Dry
DELAYED GROUND WATER: N/A
DATE DRILLED: 3/5/20
DEPTH TO GROUND WATER PLASTICITYINDEXPL PI
UUUCSOIL TYPE% PASSING#200 SIEVEDESCRIPTION
DEPTH OF BORING: 25 FEET PLASTICLIMITCOORDINATE (X) OR EASTING:
COORDINATE (Y) OR NORTHING:
LATITUDE: 32.913986
LONGITUDE: -97.351436
APPROX. SURFACE ELEVATION: 713.0
TYPE OF BORING: SOLID FLIGHT AUGER
LOCATION: See Boring Location Plan PSI Project No.: 3421890
Proposed Berkshire Apartments (Phase 1 & 2)
SWQ of US Highway 81 and Blue Mound Road, Fort Worth, Texas
LIQUIDLIMITSPT - NTCP - T(BLOWS/FT.)0 1 2 3 4 5SAMPLES
NOTES: Automatic hammer, 170 lbs, 24-inch drop height
HP
COMPRESSIVE
STRENGTH
TONS/SQ.FT.MOISTURECONTENT (%)DEPTH, FT.Geotechnical Consulting Services
310 Regal Row, Suite 500
Dallas, TX 75247BL_DALLAS - PSIHOUSTON.GDT - 4/6/20 16:54 - \\DALLAS-FS1\PROJECTS\0342 DALLAS GEO\2020 GEO PROJECTS\03421890 BERKSHIRE APT PH 1&2, FT. WORTH-PRESIDIUM\APPENDIX\03421890 - TD.GPJ0
5
10
15
20
25
30
35
40
45
50
35
37
23
36
21
44
28
27
23
57
FAT CLAY (CH), soft to firm, dark brown
LEAN CLAY with LIMESTONE (GC), stiff to hard, tan,
with intermittent and discontinuous limestone seams
LIMESTONE, very hard, tan
LIMESTONE, very hard, gray
AUGER REFUSAL ON VERY HARD ROCK THAT
MELTED DRILL BIT
N: 18
N:
66(10.0)
T:
100(0.25)
T:100(0.25)
64
41
42
20
13
15
LL UNIT DRY WT.(PCF)COMPRESSIVESTRENGTH (tsf)LOG OF BORING B-21
GROUND WATER DURING DRILLING: Not Encountered
GROUND WATER AFTER DRILLING: Dry
DELAYED GROUND WATER: N/A
DATE DRILLED: 3/5/20
DEPTH TO GROUND WATER PLASTICITYINDEXPL PI
UUUCSOIL TYPE% PASSING#200 SIEVEDESCRIPTION
DEPTH OF BORING: 15 FEET PLASTICLIMITCOORDINATE (X) OR EASTING:
COORDINATE (Y) OR NORTHING:
LATITUDE: 32.91372
LONGITUDE: -97.35135
APPROX. SURFACE ELEVATION: 713.0
TYPE OF BORING: SOLID FLIGHT AUGER
LOCATION: See Boring Location Plan PSI Project No.: 3421890
Proposed Berkshire Apartments (Phase 1 & 2)
SWQ of US Highway 81 and Blue Mound Road, Fort Worth, Texas
LIQUIDLIMITSPT - NTCP - T(BLOWS/FT.)0 1 2 3 4 5SAMPLES
NOTES: Automatic hammer, 170 lbs, 24-inch drop height
HP
COMPRESSIVE
STRENGTH
TONS/SQ.FT.MOISTURECONTENT (%)DEPTH, FT.Geotechnical Consulting Services
310 Regal Row, Suite 500
Dallas, TX 75247BL_DALLAS - PSIHOUSTON.GDT - 4/6/20 16:54 - \\DALLAS-FS1\PROJECTS\0342 DALLAS GEO\2020 GEO PROJECTS\03421890 BERKSHIRE APT PH 1&2, FT. WORTH-PRESIDIUM\APPENDIX\03421890 - TD.GPJ0
5
10
15
20
25
30
35
40
45
50
36
15
12
46
23 114
92
43
FAT CLAY (CH), stiff, dark brown
LEAN CLAY with LIMESTONE (GC), very dense, light
brown and tan, with intermittent and discontinuous
weathered limestone seams
LIMESTONE, very hard, tan
LIMESTONE, very hard, gray
AUGER REFUSAL ON VERY HARD ROCK THAT
MELTED DRILL BIT
1.86
N:
67(10.0)
T:
100(0.25)
T:100(0.25)
65
39
19
16
LL UNIT DRY WT.(PCF)COMPRESSIVESTRENGTH (tsf)LOG OF BORING B-22
GROUND WATER DURING DRILLING: Not Encountered
GROUND WATER AFTER DRILLING: Dry
DELAYED GROUND WATER: N/A
DATE DRILLED: 3/3/20
DEPTH TO GROUND WATER PLASTICITYINDEXPL PI
UUUCSOIL TYPE% PASSING#200 SIEVEDESCRIPTION
DEPTH OF BORING: 15 FEET PLASTICLIMITCOORDINATE (X) OR EASTING:
COORDINATE (Y) OR NORTHING:
LATITUDE: 32.91338
LONGITUDE: -97.3515
APPROX. SURFACE ELEVATION: 712.0
TYPE OF BORING: SOLID FLIGHT AUGER
LOCATION: See Boring Location Plan PSI Project No.: 3421890
Proposed Berkshire Apartments (Phase 1 & 2)
SWQ of US Highway 81 and Blue Mound Road, Fort Worth, Texas
LIQUIDLIMITSPT - NTCP - T(BLOWS/FT.)0 1 2 3 4 5SAMPLES
NOTES: Automatic hammer, 170 lbs, 24-inch drop height
HP
COMPRESSIVE
STRENGTH
TONS/SQ.FT.MOISTURECONTENT (%)DEPTH, FT.Geotechnical Consulting Services
310 Regal Row, Suite 500
Dallas, TX 75247BL_DALLAS - PSIHOUSTON.GDT - 4/6/20 16:54 - \\DALLAS-FS1\PROJECTS\0342 DALLAS GEO\2020 GEO PROJECTS\03421890 BERKSHIRE APT PH 1&2, FT. WORTH-PRESIDIUM\APPENDIX\03421890 - TD.GPJ0
5
10
15
20
25
30
35
40
45
50
31
33
32
31
17
51 90
FAT CLAY (CH), soft to firm, dark brown, with
calcareous nodules
FAT CLAY (CH), firm to stiff, brown, with calcareous
nodules
LEAN CLAY (CL), very stiff, light brown and tan, with
intermittent and discontinuous limestone seams
LIMESTONE, very hard, gray
AUGER REFUSAL ON VERY HARD ROCK THAT
MELTED DRILL BIT
1.14
T:
100(1.0)
T:100(0.25)
72 21
LL UNIT DRY WT.(PCF)COMPRESSIVESTRENGTH (tsf)LOG OF BORING B-23
GROUND WATER DURING DRILLING: Not Encountered
GROUND WATER AFTER DRILLING: Dry
DELAYED GROUND WATER: N/A
DATE DRILLED: 3/9/20
DEPTH TO GROUND WATER PLASTICITYINDEXPL PI
UUUCSOIL TYPE% PASSING#200 SIEVEDESCRIPTION
DEPTH OF BORING: 17 FEET PLASTICLIMITCOORDINATE (X) OR EASTING:
COORDINATE (Y) OR NORTHING:
LATITUDE: 32.91669
LONGITUDE: -97.35092
APPROX. SURFACE ELEVATION: 722.0
TYPE OF BORING: SOLID FLIGHT AUGER
LOCATION: See Boring Location Plan PSI Project No.: 3421890
Proposed Berkshire Apartments (Phase 1 & 2)
SWQ of US Highway 81 and Blue Mound Road, Fort Worth, Texas
LIQUIDLIMITSPT - NTCP - T(BLOWS/FT.)0 1 2 3 4 5SAMPLES
NOTES: Automatic hammer, 170 lbs, 24-inch drop height
HP
COMPRESSIVE
STRENGTH
TONS/SQ.FT.MOISTURECONTENT (%)DEPTH, FT.Geotechnical Consulting Services
310 Regal Row, Suite 500
Dallas, TX 75247BL_DALLAS - PSIHOUSTON.GDT - 4/6/20 16:54 - \\DALLAS-FS1\PROJECTS\0342 DALLAS GEO\2020 GEO PROJECTS\03421890 BERKSHIRE APT PH 1&2, FT. WORTH-PRESIDIUM\APPENDIX\03421890 - TD.GPJ0
5
10
15
20
25
30
35
40
45
50
33
27
31
16
22 34 105
FAT CLAY (CH), soft to hard, dark brown, with
calcareous nodules
FAT CLAY (CH), stiff, brown, with limestone nodules
LEAN CLAY (CL), stiff to very stiff, light brown and
tan, with weathered limestone fragments
WEATHERED LIMESTONE, tan, with interbedded
clay seams
LIMESTONE, very hard, gray
2.14
T:
100(0.75)
T:
100(0.5)
T:100(0.5)
48 14
LL UNIT DRY WT.(PCF)COMPRESSIVESTRENGTH (tsf)LOG OF BORING B-24
GROUND WATER DURING DRILLING: Not Encountered
GROUND WATER AFTER DRILLING: Dry
DELAYED GROUND WATER: N/A
DATE DRILLED: 3/10/20
DEPTH TO GROUND WATER PLASTICITYINDEXPL PI
UUUCSOIL TYPE% PASSING#200 SIEVEDESCRIPTION
DEPTH OF BORING: 25 FEET PLASTICLIMITCOORDINATE (X) OR EASTING:
COORDINATE (Y) OR NORTHING:
LATITUDE: 32.9161
LONGITUDE: -97.35033
APPROX. SURFACE ELEVATION: 722.0
TYPE OF BORING: SOLID FLIGHT AUGER
LOCATION: See Boring Location Plan PSI Project No.: 3421890
Proposed Berkshire Apartments (Phase 1 & 2)
SWQ of US Highway 81 and Blue Mound Road, Fort Worth, Texas
LIQUIDLIMITSPT - NTCP - T(BLOWS/FT.)0 1 2 3 4 5SAMPLES
NOTES: Automatic hammer, 170 lbs, 24-inch drop height
HP
COMPRESSIVE
STRENGTH
TONS/SQ.FT.MOISTURECONTENT (%)DEPTH, FT.Geotechnical Consulting Services
310 Regal Row, Suite 500
Dallas, TX 75247BL_DALLAS - PSIHOUSTON.GDT - 4/6/20 16:54 - \\DALLAS-FS1\PROJECTS\0342 DALLAS GEO\2020 GEO PROJECTS\03421890 BERKSHIRE APT PH 1&2, FT. WORTH-PRESIDIUM\APPENDIX\03421890 - TD.GPJ0
5
10
15
20
25
30
35
40
45
50
31
35
19
14
47
55 97 93
FAT CLAY (CH), firm to stiff, dark brown, with
calcareous nodules
LEAN CLAY (CL), hard, light brown and tan, with
intermittent and discontinuous limestone seams
WEATHERED LIMESTONE, soft, tan, with
interbedded clay seams
LIMESTONE, very hard, gray
1.56
N: 40
N:
50(5.5)
T:
100(0.5)
T:
100(0.5)
T:
100(0.75)
T:100(1.0)
71
75
24
20
LL UNIT DRY WT.(PCF)COMPRESSIVESTRENGTH (tsf)LOG OF BORING B-25
GROUND WATER DURING DRILLING: Not Encountered
GROUND WATER AFTER DRILLING: Dry
DELAYED GROUND WATER: N/A
DATE DRILLED: 3/9/20
DEPTH TO GROUND WATER PLASTICITYINDEXPL PI
UUUCSOIL TYPE% PASSING#200 SIEVEDESCRIPTION
DEPTH OF BORING: 25 FEET PLASTICLIMITCOORDINATE (X) OR EASTING:
COORDINATE (Y) OR NORTHING:
LATITUDE: 32.91589
LONGITUDE: -97.35182
APPROX. SURFACE ELEVATION: 721.0
TYPE OF BORING: SOLID FLIGHT AUGER
LOCATION: See Boring Location Plan PSI Project No.: 3421890
Proposed Berkshire Apartments (Phase 1 & 2)
SWQ of US Highway 81 and Blue Mound Road, Fort Worth, Texas
LIQUIDLIMITSPT - NTCP - T(BLOWS/FT.)0 1 2 3 4 5SAMPLES
NOTES: Automatic hammer, 170 lbs, 24-inch drop height
HP
COMPRESSIVE
STRENGTH
TONS/SQ.FT.MOISTURECONTENT (%)DEPTH, FT.Geotechnical Consulting Services
310 Regal Row, Suite 500
Dallas, TX 75247BL_DALLAS - PSIHOUSTON.GDT - 4/6/20 16:54 - \\DALLAS-FS1\PROJECTS\0342 DALLAS GEO\2020 GEO PROJECTS\03421890 BERKSHIRE APT PH 1&2, FT. WORTH-PRESIDIUM\APPENDIX\03421890 - TD.GPJ0
5
10
15
20
25
30
35
40
45
50
37
36
18
19
16
42
22 113
97
95
FAT CLAY (CH), firm to stiff, dark brown, with
calcareous nodules
LEAN CLAY (CL), very stiff, light brown and tan, with
intermittent and discontinuous limestone seams
LIMESTONE, very hard, gray
2.24
N: 32
T:
100(0.75)
T:
100(1.5)
T:100(1.0)
67
37
25
15
LL UNIT DRY WT.(PCF)COMPRESSIVESTRENGTH (tsf)LOG OF BORING B-26
GROUND WATER DURING DRILLING: Not Encountered
GROUND WATER AFTER DRILLING: Dry
DELAYED GROUND WATER: N/A
DATE DRILLED: 3/9/20
DEPTH TO GROUND WATER PLASTICITYINDEXPL PI
UUUCSOIL TYPE% PASSING#200 SIEVEDESCRIPTION
DEPTH OF BORING: 25 FEET PLASTICLIMITCOORDINATE (X) OR EASTING:
COORDINATE (Y) OR NORTHING:
LATITUDE: 32.91583
LONGITUDE: -97.35117
APPROX. SURFACE ELEVATION: 719.0
TYPE OF BORING: SOLID FLIGHT AUGER
LOCATION: See Boring Location Plan PSI Project No.: 3421890
Proposed Berkshire Apartments (Phase 1 & 2)
SWQ of US Highway 81 and Blue Mound Road, Fort Worth, Texas
LIQUIDLIMITSPT - NTCP - T(BLOWS/FT.)0 1 2 3 4 5SAMPLES
NOTES: Automatic hammer, 170 lbs, 24-inch drop height
HP
COMPRESSIVE
STRENGTH
TONS/SQ.FT.MOISTURECONTENT (%)DEPTH, FT.Geotechnical Consulting Services
310 Regal Row, Suite 500
Dallas, TX 75247BL_DALLAS - PSIHOUSTON.GDT - 4/6/20 16:54 - \\DALLAS-FS1\PROJECTS\0342 DALLAS GEO\2020 GEO PROJECTS\03421890 BERKSHIRE APT PH 1&2, FT. WORTH-PRESIDIUM\APPENDIX\03421890 - TD.GPJ0
5
10
15
20
25
30
35
40
45
50
34
30
26
17
13 13
98
89
FAT CLAY (CH), firm to stiff, dark brown, with
calcareous nodules
FAT CLAY (CH), hard, brown, with tan limestone
fragments
LEAN CLAY (CL), hard, light brown and tan, with
intermittent and discontinuous limestone seams
WEATHERED LIMESTONE, tan
LIMESTONE, very hard, gray
1.35
N:
68(7.5)
T:
100(1.0)
T:
100(0.75)
T:100(0.75)
28 15
LL UNIT DRY WT.(PCF)COMPRESSIVESTRENGTH (tsf)LOG OF BORING B-27
GROUND WATER DURING DRILLING: Not Encountered
GROUND WATER AFTER DRILLING: Dry
DELAYED GROUND WATER: N/A
DATE DRILLED: 3/11/20
DEPTH TO GROUND WATER PLASTICITYINDEXPL PI
UUUCSOIL TYPE% PASSING#200 SIEVEDESCRIPTION
DEPTH OF BORING: 25 FEET PLASTICLIMITCOORDINATE (X) OR EASTING:
COORDINATE (Y) OR NORTHING:
LATITUDE: 32.91512
LONGITUDE: -97.35044
APPROX. SURFACE ELEVATION: 718.0
TYPE OF BORING: SOLID FLIGHT AUGER
LOCATION: See Boring Location Plan PSI Project No.: 3421890
Proposed Berkshire Apartments (Phase 1 & 2)
SWQ of US Highway 81 and Blue Mound Road, Fort Worth, Texas
LIQUIDLIMITSPT - NTCP - T(BLOWS/FT.)0 1 2 3 4 5SAMPLES
NOTES: Automatic hammer, 170 lbs, 24-inch drop height
HP
COMPRESSIVE
STRENGTH
TONS/SQ.FT.MOISTURECONTENT (%)DEPTH, FT.Geotechnical Consulting Services
310 Regal Row, Suite 500
Dallas, TX 75247BL_DALLAS - PSIHOUSTON.GDT - 4/6/20 16:54 - \\DALLAS-FS1\PROJECTS\0342 DALLAS GEO\2020 GEO PROJECTS\03421890 BERKSHIRE APT PH 1&2, FT. WORTH-PRESIDIUM\APPENDIX\03421890 - TD.GPJ0
5
10
15
20
25
30
35
40
45
50
28
36
18
21
18
57
23
93
FAT CLAY (CH), firm to stiff, dark brown, with
calcareous nodules
FAT CLAY (CH), stiff, dark brown, with tan limestone
seams
LEAN CLAY with LIMESTONE (CL), very stiff to hard,
light brown and tan, with intermittent and discontinuous
limestone seams
LIMESTONE, tan
LIMESTONE, very hard, gray
AUGER REFUSAL ON VERY HARD ROCK THAT
MELTED DRILL BIT
1.18
N: 38
T:
100(0.5)
T:100(0.25)
78
38
21
15
LL UNIT DRY WT.(PCF)COMPRESSIVESTRENGTH (tsf)LOG OF BORING B-28
GROUND WATER DURING DRILLING: 7 feet
GROUND WATER AFTER DRILLING: Dry
DELAYED GROUND WATER: N/A
DATE DRILLED: 3/11/20
DEPTH TO GROUND WATER PLASTICITYINDEXPL PI
UUUCSOIL TYPE% PASSING#200 SIEVEDESCRIPTION
DEPTH OF BORING: 18 FEET PLASTICLIMITCOORDINATE (X) OR EASTING:
COORDINATE (Y) OR NORTHING:
LATITUDE: 32.91421
LONGITUDE: -97.3503
APPROX. SURFACE ELEVATION: 715.0
TYPE OF BORING: SOLID FLIGHT AUGER
LOCATION: See Boring Location Plan PSI Project No.: 3421890
Proposed Berkshire Apartments (Phase 1 & 2)
SWQ of US Highway 81 and Blue Mound Road, Fort Worth, Texas
LIQUIDLIMITSPT - NTCP - T(BLOWS/FT.)0 1 2 3 4 5SAMPLES
NOTES: Automatic hammer, 170 lbs, 24-inch drop height
HP
COMPRESSIVE
STRENGTH
TONS/SQ.FT.MOISTURECONTENT (%)DEPTH, FT.Geotechnical Consulting Services
310 Regal Row, Suite 500
Dallas, TX 75247BL_DALLAS - PSIHOUSTON.GDT - 4/6/20 16:54 - \\DALLAS-FS1\PROJECTS\0342 DALLAS GEO\2020 GEO PROJECTS\03421890 BERKSHIRE APT PH 1&2, FT. WORTH-PRESIDIUM\APPENDIX\03421890 - TD.GPJ0
5
10
15
20
25
30
35
40
45
50
36
18
18
14
23
112
64
FAT CLAY (CH), firm to stiff, dark brown
LEAN CLAY with LIMESTONE (CL), very stiff to hard,
tan, with intermittent and discontinuous limestone
seams
LIMESTONE, very hard, gray
1.78
N: 63
T:
100(0.75)
T:
100(0.75)
T:
100(0.75)
T:100(0.25)
37 14
LL UNIT DRY WT.(PCF)COMPRESSIVESTRENGTH (tsf)LOG OF BORING B-29
GROUND WATER DURING DRILLING: Not Encountered
GROUND WATER AFTER DRILLING: Dry
DELAYED GROUND WATER: N/A
DATE DRILLED: 3/11/20
DEPTH TO GROUND WATER PLASTICITYINDEXPL PI
UUUCSOIL TYPE% PASSING#200 SIEVEDESCRIPTION
DEPTH OF BORING: 25 FEET PLASTICLIMITCOORDINATE (X) OR EASTING:
COORDINATE (Y) OR NORTHING:
LATITUDE: 32.91393
LONGITUDE: -97.35032
APPROX. SURFACE ELEVATION: 715.0
TYPE OF BORING: SOLID FLIGHT AUGER
LOCATION: See Boring Location Plan PSI Project No.: 3421890
Proposed Berkshire Apartments (Phase 1 & 2)
SWQ of US Highway 81 and Blue Mound Road, Fort Worth, Texas
LIQUIDLIMITSPT - NTCP - T(BLOWS/FT.)0 1 2 3 4 5SAMPLES
NOTES: Automatic hammer, 170 lbs, 24-inch drop height
HP
COMPRESSIVE
STRENGTH
TONS/SQ.FT.MOISTURECONTENT (%)DEPTH, FT.Geotechnical Consulting Services
310 Regal Row, Suite 500
Dallas, TX 75247BL_DALLAS - PSIHOUSTON.GDT - 4/6/20 16:54 - \\DALLAS-FS1\PROJECTS\0342 DALLAS GEO\2020 GEO PROJECTS\03421890 BERKSHIRE APT PH 1&2, FT. WORTH-PRESIDIUM\APPENDIX\03421890 - TD.GPJ0
5
10
15
20
25
30
35
40
45
50
29
24
28FAT CLAY (CH), soft to firm, dark brown
LEAN CLAY with LIMESTONE (CL), hard, light brown
and tan, with limestone seams
LIMESTONE, very hard, tan
N:
58(9.0)
41 13
LL UNIT DRY WT.(PCF)COMPRESSIVESTRENGTH (tsf)LOG OF BORING C-1
GROUND WATER DURING DRILLING: 4 feet
GROUND WATER AFTER DRILLING: 4 feet
DELAYED GROUND WATER: N/A
DATE DRILLED: 3/11/20
DEPTH TO GROUND WATER PLASTICITYINDEXPL PI
UUUCSOIL TYPE% PASSING#200 SIEVEDESCRIPTION
DEPTH OF BORING: 5 FEET PLASTICLIMITCOORDINATE (X) OR EASTING:
COORDINATE (Y) OR NORTHING:
LATITUDE: 32.91542
LONGITUDE: -97.35216
APPROX. SURFACE ELEVATION: 717.0
TYPE OF BORING: SOLID FLIGHT AUGER
LOCATION: See Boring Location Plan PSI Project No.: 3421890
Proposed Berkshire Apartments (Phase 1 & 2)
SWQ of US Highway 81 and Blue Mound Road, Fort Worth, Texas
LIQUIDLIMITSPT - NTCP - T(BLOWS/FT.)0 1 2 3 4 5SAMPLES
NOTES: Automatic hammer, 170 lbs, 24-inch drop height
HP
COMPRESSIVE
STRENGTH
TONS/SQ.FT.MOISTURECONTENT (%)DEPTH, FT.Geotechnical Consulting Services
310 Regal Row, Suite 500
Dallas, TX 75247BL_DALLAS - PSIHOUSTON.GDT - 4/6/20 16:54 - \\DALLAS-FS1\PROJECTS\0342 DALLAS GEO\2020 GEO PROJECTS\03421890 BERKSHIRE APT PH 1&2, FT. WORTH-PRESIDIUM\APPENDIX\03421890 - TD.GPJ0
5
10
15
20
25
30
35
40
45
50
34
22
24 24 41
FAT CLAY (CH), firm to stiff, dark brown
LEAN CLAY (CL), soft to firm, light brown
LEAN CLAY with LIMESTONE (GC), very dense, light
brown and tan, with intermittent and discontinuous
weathered limestone seams
LIMESTONE, tan
LIMESTONE, very hard, gray
AUGER REFUSAL ON VERY HARD ROCK THAT
MELTED DRILL BIT
N:
64(11.0)
T:
100(0.75)
T:100(0.25)
38 14
LL UNIT DRY WT.(PCF)COMPRESSIVESTRENGTH (tsf)LOG OF BORING C-2
GROUND WATER DURING DRILLING: Not Encountered
GROUND WATER AFTER DRILLING: Dry
DELAYED GROUND WATER: N/A
DATE DRILLED: 3/11/20
DEPTH TO GROUND WATER PLASTICITYINDEXPL PI
UUUCSOIL TYPE% PASSING#200 SIEVEDESCRIPTION
DEPTH OF BORING: 14 FEET PLASTICLIMITCOORDINATE (X) OR EASTING:
COORDINATE (Y) OR NORTHING:
LATITUDE: 32.91315
LONGITUDE: -97.35094
APPROX. SURFACE ELEVATION: 713.0
TYPE OF BORING: SOLID FLIGHT AUGER
LOCATION: See Boring Location Plan PSI Project No.: 3421890
Proposed Berkshire Apartments (Phase 1 & 2)
SWQ of US Highway 81 and Blue Mound Road, Fort Worth, Texas
LIQUIDLIMITSPT - NTCP - T(BLOWS/FT.)0 1 2 3 4 5SAMPLES
NOTES: Automatic hammer, 170 lbs, 24-inch drop height
HP
COMPRESSIVE
STRENGTH
TONS/SQ.FT.MOISTURECONTENT (%)DEPTH, FT.Geotechnical Consulting Services
310 Regal Row, Suite 500
Dallas, TX 75247BL_DALLAS - PSIHOUSTON.GDT - 4/6/20 16:54 - \\DALLAS-FS1\PROJECTS\0342 DALLAS GEO\2020 GEO PROJECTS\03421890 BERKSHIRE APT PH 1&2, FT. WORTH-PRESIDIUM\APPENDIX\03421890 - TD.GPJ0
5
10
15
20
25
30
35
40
45
50
22
21
24
17 47
FAT CLAY (CH), soft to firm, dark brown
LEAN CLAY with LIMESTONE (GC), medium dense
to very dense, light brown and tan, with intermittent and
discontinuous weathered limestone seams
LIMESTONE, very hard, tan
AUGER REFUSAL ON VERY HARD ROCK THAT
MELTED DRILL BIT
N: 34
N:
50(2)
N: 21
T:100(0.5)
31 14
LL UNIT DRY WT.(PCF)COMPRESSIVESTRENGTH (tsf)LOG OF BORING C-3
GROUND WATER DURING DRILLING: 3 Feet
GROUND WATER AFTER DRILLING: 1 Foot
DELAYED GROUND WATER: N/A
DATE DRILLED: 3/11/20
DEPTH TO GROUND WATER PLASTICITYINDEXPL PI
UUUCSOIL TYPE% PASSING#200 SIEVEDESCRIPTION
DEPTH OF BORING: 10 FEET PLASTICLIMITCOORDINATE (X) OR EASTING:
COORDINATE (Y) OR NORTHING:
LATITUDE: 32.9155
LONGITUDE: -97.35204
APPROX. SURFACE ELEVATION: 716.0
TYPE OF BORING: SOLID FLIGHT AUGER
LOCATION: See Boring Location Plan PSI Project No.: 3421890
Proposed Berkshire Apartments (Phase 1 & 2)
SWQ of US Highway 81 and Blue Mound Road, Fort Worth, Texas
LIQUIDLIMITSPT - NTCP - T(BLOWS/FT.)0 1 2 3 4 5SAMPLES
NOTES: Automatic hammer, 170 lbs, 24-inch drop height
HP
COMPRESSIVE
STRENGTH
TONS/SQ.FT.MOISTURECONTENT (%)DEPTH, FT.Geotechnical Consulting Services
310 Regal Row, Suite 500
Dallas, TX 75247BL_DALLAS - PSIHOUSTON.GDT - 4/6/20 16:54 - \\DALLAS-FS1\PROJECTS\0342 DALLAS GEO\2020 GEO PROJECTS\03421890 BERKSHIRE APT PH 1&2, FT. WORTH-PRESIDIUM\APPENDIX\03421890 - TD.GPJ0
5
10
15
20
25
30
35
40
45
50
29
20
22
21
32 85
FAT CLAY (CH), soft to firm, dark brown
LEAN CLAY (CL), stiff to very stiff, light brown and
tan, with weathered limestone fragments
LIMESTONE, very hard, tan
AUGER REFUSAL ON VERY HARD ROCK THAT
MELTED DRILL BIT
N:
56(11.0)
T:100(0.75)
36
44
15
12
LL UNIT DRY WT.(PCF)COMPRESSIVESTRENGTH (tsf)LOG OF BORING C-4
GROUND WATER DURING DRILLING: Not Encountered
GROUND WATER AFTER DRILLING: Dry
DELAYED GROUND WATER: N/A
DATE DRILLED: 3/11/20
DEPTH TO GROUND WATER PLASTICITYINDEXPL PI
UUUCSOIL TYPE% PASSING#200 SIEVEDESCRIPTION
DEPTH OF BORING: 10 FEET PLASTICLIMITCOORDINATE (X) OR EASTING:
COORDINATE (Y) OR NORTHING:
LATITUDE: 32.91338
LONGITUDE: -97.35079
APPROX. SURFACE ELEVATION: 714.0
TYPE OF BORING: SOLID FLIGHT AUGER
LOCATION: See Boring Location Plan PSI Project No.: 3421890
Proposed Berkshire Apartments (Phase 1 & 2)
SWQ of US Highway 81 and Blue Mound Road, Fort Worth, Texas
LIQUIDLIMITSPT - NTCP - T(BLOWS/FT.)0 1 2 3 4 5SAMPLES
NOTES: Automatic hammer, 170 lbs, 24-inch drop height
HP
COMPRESSIVE
STRENGTH
TONS/SQ.FT.MOISTURECONTENT (%)DEPTH, FT.Geotechnical Consulting Services
310 Regal Row, Suite 500
Dallas, TX 75247BL_DALLAS - PSIHOUSTON.GDT - 4/6/20 16:54 - \\DALLAS-FS1\PROJECTS\0342 DALLAS GEO\2020 GEO PROJECTS\03421890 BERKSHIRE APT PH 1&2, FT. WORTH-PRESIDIUM\APPENDIX\03421890 - TD.GPJ0
5
10
15
20
25
30
35
40
45
50
24
18 21 87
FAT CLAY (CH), very stiff, dark brown
LEAN CLAY (CL), very stiff, light brown and tan, with
limestone fragments
WEATHERED LIMESTONE, soft, tan, with
interbedded clay seams
LIMESTONE, very hard, tan
N:
50(1.5)
T:100(0.25)
34 13
LL UNIT DRY WT.(PCF)COMPRESSIVESTRENGTH (tsf)LOG OF BORING P-1
GROUND WATER DURING DRILLING: Not Encountered
GROUND WATER AFTER DRILLING: Dry
DELAYED GROUND WATER: N/A
DATE DRILLED: 3/11/20
DEPTH TO GROUND WATER PLASTICITYINDEXPL PI
UUUCSOIL TYPE% PASSING#200 SIEVEDESCRIPTION
DEPTH OF BORING: 10 FEET PLASTICLIMITCOORDINATE (X) OR EASTING:
COORDINATE (Y) OR NORTHING:
LATITUDE: 32.91275
LONGITUDE: -97.35098
APPROX. SURFACE ELEVATION: 711.0
TYPE OF BORING: SOLID FLIGHT AUGER
LOCATION: See Boring Location Plan PSI Project No.: 3421890
Proposed Berkshire Apartments (Phase 1 & 2)
SWQ of US Highway 81 and Blue Mound Road, Fort Worth, Texas
LIQUIDLIMITSPT - NTCP - T(BLOWS/FT.)0 1 2 3 4 5SAMPLES
NOTES: Automatic hammer, 170 lbs, 24-inch drop height
HP
COMPRESSIVE
STRENGTH
TONS/SQ.FT.MOISTURECONTENT (%)DEPTH, FT.Geotechnical Consulting Services
310 Regal Row, Suite 500
Dallas, TX 75247BL_DALLAS - PSIHOUSTON.GDT - 4/6/20 16:54 - \\DALLAS-FS1\PROJECTS\0342 DALLAS GEO\2020 GEO PROJECTS\03421890 BERKSHIRE APT PH 1&2, FT. WORTH-PRESIDIUM\APPENDIX\03421890 - TD.GPJ0
5
10
15
20
25
30
35
40
45
50
29
22
20
8
37
101
FAT CLAY (CH), stiff, dark brown
LEAN CLAY (CL), stiff to very stiff, light brown and
tan, with weathered limestone fragments
LIMESTONE, very hard, tan
1.28
N:
50(3.0)
T:100(0.25)
53 16
LL UNIT DRY WT.(PCF)COMPRESSIVESTRENGTH (tsf)LOG OF BORING P-2
GROUND WATER DURING DRILLING: Not Encountered
GROUND WATER AFTER DRILLING: Dry
DELAYED GROUND WATER: N/A
DATE DRILLED: 3/11/20
DEPTH TO GROUND WATER PLASTICITYINDEXPL PI
UUUCSOIL TYPE% PASSING#200 SIEVEDESCRIPTION
DEPTH OF BORING: 10 FEET PLASTICLIMITCOORDINATE (X) OR EASTING:
COORDINATE (Y) OR NORTHING:
LATITUDE: 32.91332
LONGITUDE: -97.35051
APPROX. SURFACE ELEVATION: 716.0
TYPE OF BORING: SOLID FLIGHT AUGER
LOCATION: See Boring Location Plan PSI Project No.: 3421890
Proposed Berkshire Apartments (Phase 1 & 2)
SWQ of US Highway 81 and Blue Mound Road, Fort Worth, Texas
LIQUIDLIMITSPT - NTCP - T(BLOWS/FT.)0 1 2 3 4 5SAMPLES
NOTES: Automatic hammer, 170 lbs, 24-inch drop height
HP
COMPRESSIVE
STRENGTH
TONS/SQ.FT.MOISTURECONTENT (%)DEPTH, FT.Geotechnical Consulting Services
310 Regal Row, Suite 500
Dallas, TX 75247BL_DALLAS - PSIHOUSTON.GDT - 4/6/20 16:54 - \\DALLAS-FS1\PROJECTS\0342 DALLAS GEO\2020 GEO PROJECTS\03421890 BERKSHIRE APT PH 1&2, FT. WORTH-PRESIDIUM\APPENDIX\03421890 - TD.GPJ0
5
10
15
20
25
30
35
40
45
50
35
16
27
23
21
27
88FAT CLAY (CH), soft to firm, dark brown
LEAN CLAY (CL), stiff, light brown and tan, with
occasional weathered limestone fragments
LEAN CLAY with LIMESTONE (CL), hard, tan, with
intermittent and discontinuous limestone seams
1.13
N:
70(8.0)
42 15
LL UNIT DRY WT.(PCF)COMPRESSIVESTRENGTH (tsf)LOG OF BORING P-3
GROUND WATER DURING DRILLING: Not Encountered
GROUND WATER AFTER DRILLING: Dry
DELAYED GROUND WATER: N/A
DATE DRILLED: 3/11/20
DEPTH TO GROUND WATER PLASTICITYINDEXPL PI
UUUCSOIL TYPE% PASSING#200 SIEVEDESCRIPTION
DEPTH OF BORING: 10 FEET PLASTICLIMITCOORDINATE (X) OR EASTING:
COORDINATE (Y) OR NORTHING:
LATITUDE: 32.91438
LONGITUDE: -97.35004
APPROX. SURFACE ELEVATION: 716.0
TYPE OF BORING: SOLID FLIGHT AUGER
LOCATION: See Boring Location Plan PSI Project No.: 3421890
Proposed Berkshire Apartments (Phase 1 & 2)
SWQ of US Highway 81 and Blue Mound Road, Fort Worth, Texas
LIQUIDLIMITSPT - NTCP - T(BLOWS/FT.)0 1 2 3 4 5SAMPLES
NOTES: Automatic hammer, 170 lbs, 24-inch drop height
HP
COMPRESSIVE
STRENGTH
TONS/SQ.FT.MOISTURECONTENT (%)DEPTH, FT.Geotechnical Consulting Services
310 Regal Row, Suite 500
Dallas, TX 75247BL_DALLAS - PSIHOUSTON.GDT - 4/6/20 16:54 - \\DALLAS-FS1\PROJECTS\0342 DALLAS GEO\2020 GEO PROJECTS\03421890 BERKSHIRE APT PH 1&2, FT. WORTH-PRESIDIUM\APPENDIX\03421890 - TD.GPJ0
5
10
15
20
25
30
35
40
45
50
36
29
24
34
13
42
91
FAT CLAY (CH), stiff to hard, dark brown, with
calcareous nodules
-with tan limestone seams
LEAN CLAY (CL), hard, light brown and tan, with
intermittent and discontinuous limestone seams
1.07
N:
67(11.0)
62 20
LL UNIT DRY WT.(PCF)COMPRESSIVESTRENGTH (tsf)LOG OF BORING P-4
GROUND WATER DURING DRILLING: Not Encountered
GROUND WATER AFTER DRILLING: Dry
DELAYED GROUND WATER: N/A
DATE DRILLED: 3/11/20
DEPTH TO GROUND WATER PLASTICITYINDEXPL PI
UUUCSOIL TYPE% PASSING#200 SIEVEDESCRIPTION
DEPTH OF BORING: 10 FEET PLASTICLIMITCOORDINATE (X) OR EASTING:
COORDINATE (Y) OR NORTHING:
LATITUDE: 32.91468
LONGITUDE: -97.35078
APPROX. SURFACE ELEVATION: 716.0
TYPE OF BORING: SOLID FLIGHT AUGER
LOCATION: See Boring Location Plan PSI Project No.: 3421890
Proposed Berkshire Apartments (Phase 1 & 2)
SWQ of US Highway 81 and Blue Mound Road, Fort Worth, Texas
LIQUIDLIMITSPT - NTCP - T(BLOWS/FT.)0 1 2 3 4 5SAMPLES
NOTES: Automatic hammer, 170 lbs, 24-inch drop height
HP
COMPRESSIVE
STRENGTH
TONS/SQ.FT.MOISTURECONTENT (%)DEPTH, FT.Geotechnical Consulting Services
310 Regal Row, Suite 500
Dallas, TX 75247BL_DALLAS - PSIHOUSTON.GDT - 4/6/20 16:54 - \\DALLAS-FS1\PROJECTS\0342 DALLAS GEO\2020 GEO PROJECTS\03421890 BERKSHIRE APT PH 1&2, FT. WORTH-PRESIDIUM\APPENDIX\03421890 - TD.GPJ0
5
10
15
20
25
30
35
40
45
50
41
19
17
17
9
36
18
113
72
45
FAT CLAY (CH), soft to firm, dark brown
FAT CLAY with LIMESTONE (CH), firm to stiff, dark
brown, with calcareous nodules and tan limestone
fragments
LEAN CLAY with LIMESTONE (CL), hard, light brown
and tan, with intermittent and discontinuous limestone
seams
WEATHERED LIMESTONE, very hard, tan, with
interbedded clay seams
1.29
N:
61(12)
T:100(0.75)
51
32
15
14
LL UNIT DRY WT.(PCF)COMPRESSIVESTRENGTH (tsf)LOG OF BORING P-5
GROUND WATER DURING DRILLING: Not Encountered
GROUND WATER AFTER DRILLING: Dry
DELAYED GROUND WATER: N/A
DATE DRILLED: 3/9/20
DEPTH TO GROUND WATER PLASTICITYINDEXPL PI
UUUCSOIL TYPE% PASSING#200 SIEVEDESCRIPTION
DEPTH OF BORING: 10 FEET PLASTICLIMITCOORDINATE (X) OR EASTING:
COORDINATE (Y) OR NORTHING:
LATITUDE: 32.91538
LONGITUDE: -97.35143
APPROX. SURFACE ELEVATION: 718.0
TYPE OF BORING: SOLID FLIGHT AUGER
LOCATION: See Boring Location Plan PSI Project No.: 3421890
Proposed Berkshire Apartments (Phase 1 & 2)
SWQ of US Highway 81 and Blue Mound Road, Fort Worth, Texas
LIQUIDLIMITSPT - NTCP - T(BLOWS/FT.)0 1 2 3 4 5SAMPLES
NOTES: Automatic hammer, 170 lbs, 24-inch drop height
HP
COMPRESSIVE
STRENGTH
TONS/SQ.FT.MOISTURECONTENT (%)DEPTH, FT.Geotechnical Consulting Services
310 Regal Row, Suite 500
Dallas, TX 75247BL_DALLAS - PSIHOUSTON.GDT - 4/6/20 16:54 - \\DALLAS-FS1\PROJECTS\0342 DALLAS GEO\2020 GEO PROJECTS\03421890 BERKSHIRE APT PH 1&2, FT. WORTH-PRESIDIUM\APPENDIX\03421890 - TD.GPJ0
5
10
15
20
25
30
35
40
45
50
34
27
39
19
29
40 94
FILL: FAT CLAY, soft to stiff, dark brown, brown, and
light brown, moist, with trace gravel and organics
LEAN CLAY with LIMESTONE (CL), stiff, light brown
and tan, with intermittent and discontinuous limestone
seams
WEATHERED LIMESTONE, tan, with interbedded
clay seams
LIMESTONE, very hard, gray
0.38
N:
50(1.5)
T:
100(0.75)
T:
100(1.5)
T:100(0.75)
62 22
LL UNIT DRY WT.(PCF)COMPRESSIVESTRENGTH (tsf)LOG OF BORING P-6
GROUND WATER DURING DRILLING: 8 feet
GROUND WATER AFTER DRILLING: 9 feet
DELAYED GROUND WATER: N/A
DATE DRILLED: 3/10/20
DEPTH TO GROUND WATER PLASTICITYINDEXPL PI
UUUCSOIL TYPE% PASSING#200 SIEVEDESCRIPTION
DEPTH OF BORING: 25 FEET PLASTICLIMITCOORDINATE (X) OR EASTING:
COORDINATE (Y) OR NORTHING:
LATITUDE: 32.9169
LONGITUDE: -97.35168
APPROX. SURFACE ELEVATION: 722.0
TYPE OF BORING: SOLID FLIGHT AUGER
LOCATION: See Boring Location Plan PSI Project No.: 3421890
Proposed Berkshire Apartments (Phase 1 & 2)
SWQ of US Highway 81 and Blue Mound Road, Fort Worth, Texas
LIQUIDLIMITSPT - NTCP - T(BLOWS/FT.)0 1 2 3 4 5SAMPLES
NOTES: Automatic hammer, 170 lbs, 24-inch drop height
HP
COMPRESSIVE
STRENGTH
TONS/SQ.FT.MOISTURECONTENT (%)DEPTH, FT.Geotechnical Consulting Services
310 Regal Row, Suite 500
Dallas, TX 75247BL_DALLAS - PSIHOUSTON.GDT - 4/6/20 16:54 - \\DALLAS-FS1\PROJECTS\0342 DALLAS GEO\2020 GEO PROJECTS\03421890 BERKSHIRE APT PH 1&2, FT. WORTH-PRESIDIUM\APPENDIX\03421890 - TD.GPJ0
5
10
15
20
25
30
35
40
45
50
CONSISTENCY N-VALUE
(Blows/Foot)
SHEAR STRENGTH
(tsf)
HAND PEN VALUE
(tsf)
Very Soft 0 TO 2 0 TO 0.125 0 TO 0.25
Soft 2 TO 4 0.125 TO 0.25 0.25 TO 0.5
Firm 4 TO 8 0.25 TO 0.5 0.5 TO 1.0
Stiff 8 TO 15 0.5 TO 1.0 1.0 TO 2.0
Very Stiff 15 TO 30 1.0 TO 2.0 2.0 TO 4.0
Hard >30 >2.0 OR 2.0+ >4.0 OR 4.0+
KEY TO TERMS AND SYMBOLS USED ON LOGS
CONSISTENCY OF COHESIVE SOILS
DESCRIPTION OF ROCK
QUALITY RQD
Very Poor (VPo) 0 TO 25
Poor (Po) 25 TO 50
Fair (F) 50 TO 75
Good (Gd) 75 TO 90
Excellent (ExInt) 90 TO 100
ROCK QUALITY DESIGNATION
(RQD)
DESCRIPTION OF
RECOVERY
% CORE
RECOVERY
Incompetent < 40
Competent 40 TO 70
Fairly Continuous 70 TO 90
Continuous 90 TO 100
RECOVERY
ROCK CLASSIFICATION
DENSITY
(GRANULAR)
CONSISTENCY
(COHESIVE)
THD
(BLOWS/FT) FIELD IDENTIFICATION
Very Loose (VLo) Very Soft (VSo) 0 TO 8 Core (height twice diameter) sags under
own weight
Loose (Lo) Soft (So) 8 TO 20 Core can be pinched or imprinted easily
with finger
Slightly Compact
(SICmpt) Stiff (St) 20 TO 40 Core can be imprinted with considerable
pressure
Compact (Cmpt) Very Stiff (VSt) 40 TO 80 Core can only be imprinted slightly with
fingers
Dense (De) Hard (H) 80 TO 5”/100 Core cannot be imprinted with fingers but
can be penetrated with pencil
Very Dense (VDe) Very Hard (VH) 5”/100 to
0”/100 Core cannot be penetrated with pencil
SOIL DENSITY OR CONSISTENCY
DEGREE OF
PLASTICITY
PLASTICITY
INDEX (PI) SWELL POTENTIAL
None or Slight 0 to 4 None
Low 4 to 20 Low
Medium 20 to 30 Medium
High 30 to 40 High
Very High >40 Very High
DEGREE OF PLASTICITY OF COHESIVE SOILS
MORHS’
SCALE CHARACTERISTICS EXAMPLES APPROXIMATE THD
PEN TEST
5.5 to 10 Rock will scratch knife Sandstone, Chert, Schist, Granite,
Gneiss, some Limestone
Very Hard
(VH)
0” to
2”/100
3 to 5.5 Rock can be scratched
with knife blade
Siltstone, Shale, Iron Deposits, most
Limestone Hard (H) 1” to
5”/100
1 to 3 Rock can be scratched
with fingernail
Gypsum, Calcite, Evaporites, Chalk,
some Shale Soft (So) 4” to
6”/100
BEDROCK HARDNESS
DESCRIPTION CONDITION
Absence of moisture, dusty,
dry to touch DRY
Damp but no visible water MOIST
Visible free water WET
MOISTURE CONDITION OF COHESIVE SOILS
U.S. STANDARD SIEVE SIZE(S)
6"3"3/4"4 10 200
GRAVEL SAND
152 76.2 19.1 4.76 2.0 0.42 0.074 0.002
GRAIN SIZE IN MM
SILT OR CLAY CLAYFINE
40
COARSE FINE COARSE MEDIUMCOBBLESBOULDERS
SAMPLER TYPES SOIL TYPES
APPARENT
DESNITY
SPT
(BLOWS/FT)
CALIFORNIA
SAMPLER
(BLOWS/FT)
MODIFIED CA.
SMAPLER
(BLOWS/FT)
RELATIVE
DENSITY (%)
Very Loose 0 to 4 0 to 5 0 to 4 0 to 15
Loose 4 to 10 5 to 15 5 to 12 15 to 35
Medium Dense 10 to 30 15 to 40 12 to 35 35 to 65
Dense 30 to 50 40 to 70 35 to 60 65 to 85
Very Dense >50 >70 >60 85 to 100
RELATIVE DENSITY FOR GRANULAR SOILS
ABBREVIATIONS
CLASSIFICATION OF GRANULAR SOILS
PL –Plastic Limit
LL –Liquid Limit
WC –Percent Moisture
QP – Hand Penetrometer
QU – Unconfined Compression Test
UU – Unconsolidated Undrained Triaxial
Note: Plot Indicates Compressive Strength as Obtained By
Above Tests
INITIAL GROUND WATER
FINAL GROUND WATER
CONSISTENCY OF ROCK CORES
CONSISTENCY UNCONF. COMP.
STRENGTH IN TSF
Very Soft 10 TO 250
Soft 250 TO 500
Hard 500 TO 1000
Very Hard 1000 TO 2000
Extra Hard >2000