HomeMy WebLinkAboutContract 56305-PM1PROJECT MANUAL
FOR
THE CONSTRUCTION OF
Mrs. Renfro’s Warehouse Addition
IPRC Record No.: IPRC21-0029
City Project No.: 103274
FID No.: 30114-0200431-103274-E07685
File No.: K-2826
X File No.: X-26880
Betsy Price David Cooke
Mayor City Manager
Christopher P. Harder, P.E.
Director, Water Department
William Johnson
Director, Transportation and Public Works Department
Prepared for
The City of Fort Worth
AUGUST 2021
500 W. 7th Street, Suite 300
Mail Unit 23
Fort Worth, TX 76102-4728
Phone: (817) 335-3000
Fax: (817) 335-1025
TBPE Firm Registration No. F-761
Huitt-Zollars, Inc.
Firm Registration No. F-761
L
ICE N S E DSTATE O F TEX
ASPROF
E
SSIONA L E N G INEERJORDAN V. MARLIA
133179
08/02/2021
CSC No. 56305-PM1
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 1 of 5
CITY OF FORT WORTH Mrs. Renfro’s Warehouse Addition
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DAP City Project No. 103274
Revised March 20, 2020
SECTION 00 00 10
TABLE OF CONTENTS
DEVELOPER AWARDED PROJECTS
Division 00 - General Conditions Last Revised
00 11 13 Invitation to Bidders 03/20/2020
00 21 13 Instructions to Bidders 03/20/2020
00 41 00 Bid Form 04/02/2014
00 42 43 Proposal Form Unit Price 05/22/2019
00 43 13 Bid Bond 04/02/2014
00 45 11 Bidders Prequalification’s 04/02/2014
00 45 12 Prequalification Statement 09/01/2015
00 45 13 Bidder Prequalification Application 03/09/2020
00 45 26 Contractor Compliance with Workers' Compensation Law 04/02/2014
00 45 40 Minority Business Enterprise Goal 08/21/2018
00 52 43 Agreement 06/16/2016
00 61 25 Certificate of Insurance 07/01/2011
00 62 13 Performance Bond 01/31/2012
00 62 14 Payment Bond 01/31/2012
00 62 19 Maintenance Bond 01/31/2012
00 72 00 General Conditions 11/15/2017
00 73 00 Supplementary Conditions 07/01/2011
00 73 10 Standard City Conditions of the Construction Contract for Developer
Awarded Projects 01/10/2013
Division 01 - General Requirements Last Revised
01 11 00 Summary of Work 12/20/2012
01 25 00 Substitution Procedures 08/30/2013
01 31 19 Preconstruction Meeting 08/30/2013
01 31 20 Project Meetings 07/01/2011
01 32 33 Preconstruction Video 08/30/2013
01 33 00 Submittals 08/30/2013
01 35 13 Special Project Procedures 08/30/2013
01 45 23 Testing and Inspection Services 03/20/2020
01 50 00 Temporary Facilities and Controls 07/01/2011
01 55 26 Street Use Permit and Modifications to Traffic Control 07/01/2011
01 57 13 Storm Water Pollution Prevention Plan 07/01/2011
01 60 00 Product Requirements 03/20/2020
01 66 00 Product Storage and Handling Requirements 04/07/2014
01 70 00 Mobilization and Remobilization 04/07/2014
01 71 23 Construction Staking 04/07/2014
01 74 23 Cleaning 04/07/2014
01 77 19 Closeout Requirements 04/07/2014
01 78 23 Operation and Maintenance Data 04/07/2014
01 78 39 Project Record Documents 04/07/2014
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 2 of 5
CITY OF FORT WORTH Mrs. Renfro’s Warehouse Addition
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DAP City Project No. 103274
Revised March 20, 2020
Technical Specifications which have been modified by the Engineer specifically for this
Project; hard copies are included in the Project’s Contract Documents
Division 02 - Existing Conditions
Date
Modified
02 41 13 Selective Site Demolition
02 41 14 Utility Removal/Abandonment
02 41 15 Paving Removal
Division 03 - Concrete
03 30 00 Cast-In-Place Concrete
03 34 13 Controlled Low Strength Material (CLSM)
03 34 16 Concrete Base Material for Trench Repair
03 80 00 Modifications to Existing Concrete Structures
Division 26 - Electrical
26 05 00 Common Work Results for Electrical
26 05 10 Demolition for Electrical Systems
26 05 33 Raceways and Boxes for Electrical Systems
26 05 43 Underground Ducts and Raceways for Electrical Systems
Division 31 - Earthwork
31 10 00 Site Clearing
31 23 16 Unclassified Excavation
31 23 23 Borrow
31 24 00 Embankments
31 25 00 Erosion and Sediment Control
31 36 00 Gabions
31 37 00 Riprap
Division 32 - Exterior Improvements
32 01 17 Permanent Asphalt Paving Repair
32 01 18 Temporary Asphalt Paving Repair
32 01 29 Concrete Paving Repair
32 11 23 Flexible Base Courses
32 11 29 Lime Treated Base Courses
32 11 33 Cement Treated Base Courses
32 11 37 Liquid Treated Soil Stabilizer
32 12 16 Asphalt Paving
32 12 73 Asphalt Paving Crack Sealants
32 13 13 Concrete Paving
32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps
32 13 73 Concrete Paving Joint Sealants
32 14 16 Brick Unit Paving
32 16 13 Concrete Curb and Gutters and Valley Gutters
32 17 23 Pavement Markings
32 17 25 Curb Address Painting
32 31 13 Chain Fences and Gates
32 31 26 Wire Fences and Gates
32 31 29 Wood Fences and Gates
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
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CITY OF FORT WORTH Mrs. Renfro’s Warehouse Addition
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DAP City Project No. 103274
Revised March 20, 2020
32 32 13 Cast-in-Place Concrete Retaining Walls
32 91 19 Topsoil Placement and Finishing of Parkways
32 92 13 Hydro-Mulching, Seeding, and Sodding
32 93 43 Trees and Shrubs
Division 33 - Utilities
33 01 30 Sewer and Manhole Testing
33 01 31 Closed Circuit Television (CCTV) Inspection
33 03 10 Bypass Pumping of Existing Sewer Systems
33 04 10 Joint Bonding and Electrical Isolation
33 04 11 Corrosion Control Test Stations
33 04 12 Magnesium Anode Cathodic Protection System
33 04 30 Temporary Water Services
33 04 40 Cleaning and Acceptance Testing of Water Mains
33 04 50 Cleaning of Sewer Mains
33 05 10 Utility Trench Excavation, Embedment, and Backfill
33 05 12 Water Line Lowering
33 05 13 Frame, Cover and Grade Rings - Cast Iron
33 05 13.10 Frame, Cover and Grade Rings - Composite
33 05 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to
Grade
33 05 16 Concrete Water Vaults
33 05 17 Concrete Collars
33 05 20 Auger Boring
33 05 21 Tunnel Liner Plate
33 05 22 Steel Casing Pipe
33 05 23 Hand Tunneling
33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate
33 05 26 Utility Markers/Locators
33 05 30 Location of Existing Utilities
33 11 05 Bolts, Nuts, and Gaskets
33 11 10 Ductile Iron Pipe
33 11 11 Ductile Iron Fittings
33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe
33 11 13 Concrete Pressure Pipe, Bar-Wrapped, Steel Cylinder Type
33 11 14 Buried Steel Pipe and Fittings
33 11 15 Pre-Stressed Concrete Cylinder Pipe
33 12 10 Water Services 1-inch to 2-inch
33 12 11 Large Water Meters
33 12 20 Resilient Seated Gate Valve
33 12 21 AWWA Rubber-Seated Butterfly Valves
33 12 25 Connection to Existing Water Mains
33 12 30 Combination Air Valve Assemblies for Potable Water Systems
33 12 40 Fire Hydrants
33 12 50 Water Sample Stations
33 12 60 Standard Blow-off Valve Assembly
33 31 12 Cured in Place Pipe (CIPP)
33 31 13 Fiberglass Reinforced Pipe for Gravity Sanitary Sewers
33 31 15 High Density Polyethylene (HDPE) Pipe for Sanitary Sewer
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
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CITY OF FORT WORTH Mrs. Renfro’s Warehouse Addition
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DAP City Project No. 103274
Revised March 20, 2020
33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe
33 31 21 Polyvinyl Chloride (PVC) Closed Profile Gravity Sanitary Sewer
Pipe
33 31 22 Sanitary Sewer Slip Lining
33 31 23 Sanitary Sewer Pipe Enlargement
33 31 50 Sanitary Sewer Service Connections and Service Line
33 31 70 Combination Air Valve for Sanitary Sewer Force Mains
33 39 10 Cast-in-Place Concrete Manholes
33 39 20 Precast Concrete Manholes
33 39 30 Fiberglass Manholes
33 39 40 Wastewater Access Chamber (WAC)
33 39 60 Epoxy Liners for Sanitary Sewer Structures
33 41 10 Reinforced Concrete Storm Sewer Pipe/Culverts
33 41 11 High Density Polyethylene (HDPE) Pipe for Storm Drain
33 41 12 Reinforced Polyethlene (SRPE) Pipe
33 46 00 Subdrainage
33 46 01 Slotted Storm Drains
33 46 02 Trench Drains
33 49 10 Cast-in-Place Manholes and Junction Boxes
33 49 20 Curb and Drop Inlets
33 49 40 Storm Drainage Headwalls and Wingwalls
Division 34 - Transportation
34 41 10 Traffic Signals
34 41 10.01 Attachment A – Controller Cabinet
34 41 10.02 Attachment B – Controller Specification
34 41 10.03 Attachment C – Software Specification
34 41 11 Temporary Traffic Signals
34 41 13 Removing Traffic Signals
34 41 15 Rectangular Rapid Flashing Beacon
34 41 16 Pedestrian Hybrid Signal
34 41 20 Roadway Illumination Assemblies
34 41 20.01 Arterial LED Roadway Luminaires
34 41 20.02 Freeway LED Roadway Luminaires
34 41 20.03 Residential LED Roadway Luminaires
34 41 30 Aluminum Signs
34 71 13 Traffic Control
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
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CITY OF FORT WORTH Mrs. Renfro’s Warehouse Addition
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DAP City Project No. 103274
Revised March 20, 2020
Appendix
GC-4.01 Availability of Lands
GC-4.02 Subsurface and Physical Conditions
GC-4.04 Underground Facilities
GC-4.06 Hazardous Environmental Condition at Site
GC-6.06.D Minority and Women Owned Business Enterprise Compliance
GC-6.07 Wage Rates
GC-6.09 Permits and Utilities
GC-6.24 Nondiscrimination
GR-01 60 00 Product Requirements
END OF SECTION
OD 42 43
PAP - AID PROP05.4L
Page a of 7
UNIT PRICE BID
Bidlist 1
No.
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
Project Item Information
Descriplion
Spccification
Section No.
LilYi7 iV: PAViNG fN1PFtUVE4
1 3213.0322 Conc Curb at Back of Sidewalk 32 13 20
2 3213.0302 5" Conc Sidewalk 32 13 20
3� 0241.0100 Rcmove Sidewalk I'I� 41 13
4 0241.130U Kemove Conc CurU�YcGutter ff2 41 15
` 5� 32 ] 3 0�03 Barrier Frec Ramp, Typc M-1 32 l 3 20
6 3293.0102 Plant 2" Troc 32 43 43
7 9999.0000 Concrete Flume ��� 00 00 00
8 9999.0001 Sod, Bermuda •-- - - • - - � - " _ 32 92 13 -
_ 9 � _------- - -- - • -
10
11
12
13 __
14
15
16
17
18
.19._
20
2� —
22 —
23
24
25 -- -
26
--- 27 — -
28
29 • -
30
31 --••�_--
32 - . _ - -
33
34
35
36
37
38
39
40
41
42
43
44
45 �---- ._ _. . _..
TOTAL UNIT IV: PAY.
C1TY OF PORT WORT}I
S�1'ANUAHI) (.:ONSiRUCTION SVECIFIG\T[ON UOCUMF.�TS - llEVELOYER ,\WARDFD PROICCTS
Portn Version May 2?, 2019
Bidder's Application
� Ridder's Proposal
Unit of Aid
Mcasure Quantity Unit Pnce Bid Value
T5
LF 232 533.Q0 $7.65B.D0
SF Y 11t30 $9.5Q $11,�20.fl0
sF � f 2�aa ��.ao �� gs.vao.oa
LFT �232 $�i.5n $1,508.00
EA� 1 �3,800.00 $3,6i34.00
EA 20 � �9D5.5� $18,110.00
EA Y - 1 �12.$65.75 $12,865.75
SF � 1985 $f3.65 $1,29f}.25
00
00 q2 4 J_IIiJ Proposal_DAP Itcv051321(I )
06 42 43
DAP - BID PROPOSAL
Page 5 of 7
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID Bidder's Application
Yrojecl Item Inforrna[ion Bidder's Proposal
i3idlisi licn� Specification Unil of Bid
No Description Sec[ion No. Measure Quantiry Unit Price Bid Vah�e
UIVET V: STREET LiGHTING IMPF2dVEMENTS
1 3441.3025 Type S1 20' Light fixt., pole, foundation 34 41 20 EA 3 $8,250.OQ $24,750,00
2 3441.3025 Type S2 12' Light fixt., pole, foundation, � 34 41 20 EA 7 $8,550.pp $45,850.�n
_ 3 9999.0000 240V, 2#6,#6,2"C Ugnd Ltg Circuit 34 41 20 LF 653 $50.a❑ �$32,650.00
4 3441.1501 Ground Box � 34 41 20 EA 5 �'i.400.OQ ^$7,OOb.00
5 3441.1772 Metered Service Pedestal 34 41 20 Y EA 1 $7,700.00 `, $7,7oo.aa
6 — - - _..
7
8
9
10
11
.i 2 .
13
14
- 15 •-
16 -
17
•18 _• -
19
20
21
22
23
24
25
26
27
28
29
30
31
32 . _..
33
34
35
36
37
38
39
40
41
42
43
44
45
T�TAL llNIT V� S7RE�T L�GFitiNG IMPROVENIENTS �117.95�.a0
CITY OF FORT WORTH
STAND,qltD CONSTRUC110N SFECIFICA'I lON UOCCRvfCN'PS - UEVELOPCR AWAItDtD 1'KOIF.CTti
FomiVcrsienM�y22,2G19 U042-03_BidProposel DAPkea�5U21(I)
00 42 43
6AP-AfDPROPOSAT.
Page 7 0[7
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID
Projecl Item Information
Bidder's Application
Didlisl Ifem Specification + Unit of -I Bid
No. Description Section No. � Measure � Quantiry
BidSamrnary
UNIT I: WATER IMPROVEMENTS
UNIT II: SANITARY SEWER IMPROVEMENTS
UNIT III: DRAINAGE IMPROVEMENTS
UNIT IV: PAVING IMPROVEMENTS
UNIT V_ STREET LIGHTING IMPROVEMENTS
UNIT VI: TRAFFIC SfGNAL IMPROVEMENTS
Total Construction 13id
This Bid is submitted by the entity named below:
BmnEx:
C:� and I'�:�ii ie,'I ` 751�:
Contractor agrees tu complete WORIC for FINAL ACCEPTANCE withio
CONTRACI' commences to ruo as provided in the Geoeral Conditions.
sY: on� �r� �,���� �
r_��, � a
T1TLE:
DATE:
5180,000.00
4S
�iF� A} s worldog days after the date when the
CND OF SLCTTON
Bidder's Proposal
UnitPrice I IIid Value
$117
CITY OF FOR7 WORTH
STANDARD CONSTRUCTION SPECa'ICA I ION DOC:UMNN'1'S - llEVF.1.OPER AWAI2DGD PROJGCTS
�orm Vecsiou May 22, 20 ] 9 00 42 47_IIid Proposal_DAP Rcv051321( I)
im ds i.
ft1F' Fkcl��Jl. ��'.If•IC � f I[Iti ti I,V f E:�SL•:tiT
r�t� i �.r i
S�;�T10N U[l �5 12
F7Af' — PRF()UALITICr'ITIC7N 5T,4TEME1�! l
i?a�h �3idcier is re��izirerl t�� rnz�irlete ifte. infnnrs�t[inn belau� 6y :denlif}+iug tl7e preqiialiFied cnt7tractars
�ndlcr s�ibcn�itr�:ctors wkiom tl��y i»teud to utifi�e rvr tl�e majnr wvrk typef s1 listed.
M�ijnr Gl+'��ik Type
Contr�ct�r�`Sul�co��trac�or CompaF;y Name
Preqeaal i f i ca; ian
ExpiraEiai� Date
Loncrete I'a�in�
C DI i5t II,iC [ l ll I l� }ZL'L:l: [l5t I' U l:! 1C1 i I
(less t�i�n ] 5.�00 sqz:are yards}
Raadwa� a�id Pidestriari
Li�fitin�
i�eyes [iroup Ltd.
F3ean F.E���rit, In�.
January 31, 2022
M�:rc�� 9. 2f123
`�lie �indersienecl hereby cer�ities that Ehe coi��ractors andlor sul�conarartars descrihed in the [abie abo�e
arc cutrcntly p-cqualilicc� for [he wnr�: types iisted.
SIDDER:
,
Reyes G��a�i� Lrd. BY: , f � r
] �20 I'arkcr Itd. � �
Grznd Prairis:, "fX ?Sr}50 ��LG� `• -�-f
� (S i ��ia re}
TITLF,: Prc�id�iil
DATE; Marcli 19, 2{]2l
ENU OF SE�TION
❑TY pF FOf{F �N9R-M
ST�NO4R6LC•HSTRUYH6N PREQl1A�IFIL.ISIDN E7A7ENEN7 ❑EVELOPERAVr'qROEP�YtOlECTS 06451._Prrqua iF•cat'49 SIAiGrnS�H 2C3S �AP
Farm 4e� sioti Sep!em6er 1, �0_5
City Project No. 103274
City Project No. 103274
UVI.UJII�II CIIVCIV�IC IU. UOLJO IrOV-LVl'J'YCl.rr-.7GOr'JLrYl.7JJrJJU
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Developer Awarded Project Agreement
Page 1 of 5
1
SECTION 00 52 43
2 AGREEMENT
3 THIS AGREEMENT, authorized on �� 13 / 21 is made by and between the Developer, J.A.
4 Jackson Construction, Inc, authorized to do business in Texas ("Developer") , and
5 Reyes Group, Ltd. , authorized to do
6 business in Texas, acting by and through its duly authorized representative, ("Contractor").
7 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree
8 as follows:
9 Article 1. WORK
10 Contractor shall complete all Work as specified or indicated in the Contract Documents for the
11 Project identified herein.
12 Article 2. PROJECT
13 The project for which the Work under the Contract Documents may be the whole or only a part
14 is generally described as follows:
15 Ren ro Foocls WnreHocrse Addition
16 Citv Proiect No. 103274
17 Article 3. CONTRACT TIME
18 3.1 Time is of the essence.
19 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract
20 Documents are of the essence to this Contract.
21 3.2 Final Acceptance.
22 The Work will be complete for Final Acceptance within 45 working days after the date when
23 the Contract Time commences to run as provided in Paragraph 12.04 of the Standard City
24 Conditions of the Construction Contract for Developer Awarded Projects.
25 3.3 Liquidated damages
26 Contractor recognizes that time is of the essence of this Agreement and that Developer
27 will suffer financial loss if the Work is not completed within the times specified in
28 Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of
29 the Standard City Conditions of the Construction Contract for Developer Awarded
30 Projects. The Contractor also recognizes the delays, expense and difficulties involved in
CITY OF FORT WORTH Mrs. Renfro's Worehouse Addition
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103274
Revised June 16, 2016
��cu�iyii �iivai�Na iu. �o�oirov-coi.a-�r��,r-�corvcr�ri�oorwu
005243-2
Developer Awarded Project Agreement
Page 2 of S
31
32
33
34
35
41
42
43
44
proving in a legal proceeding the actual loss suffered by the Developer if the Work is not
completed on time. Accordingly, instead of requiring any such proof , Contractor agrees
that as liquidated damages for delay (but not as a penalty), Contractor shall pay Developer os
Five Hundred Dollars ($500.00) for each day that expires after the time specified in ��
Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of Acceptance.
36 Article 4. CONTRACT PRICE
37 Developer agrees to pay Contractor for performance of the Work in accordance with the
38 Contract Documents an amount in current funds of One Hundred Ei�.htv 7liousand Dollars
39 ($180,000.00). �
40 Article 5. CONTRACT DOCUMENTS
5.1 CONTENTS:
A. The Contract Documents which comprise the entire agreement between Developer and
Contractor concerning the Work consist of the following:
1. This Agreement.
45 2. Attachments to this Agreement:
46 a. Bid Form (As provided by Developer)
4� 1) Proposal Form (DAP Version)
48 2) Prequalification Statement
49 3) State and Federal documents (projectspecificJ
50 b. Insurance ACORD Form(s)
51 c. Payment Bond (DAP Version)
52 d. Performance Bond (DAP Version)
53 e. Maintenance Bond (DAP Version)
54 f. Power of Attorney for the Bonds
55
56
57
58
59
g. Worker's Compensation Affidavit
h. MBE and/or SBE Commitment Form (If required)
3. Standard City General Conditions of the Construction Contract for Developer
Awarded Projects.
4. Supplementary Conditions.
CITY OF FORT WORTH Mrs. Renfro's Warehouse Addition
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103274
Revised June 16, 2016
L/VI.UJII�f.11 CIIVCIV�IC IU. V�L/OIrOV-LVI�J"-FCI�r'.7LOr-JLr'-F/.7JJr:JJL/
005243-3
Developer Awarded Project Agreement
Page 3 of 5
60 5. Specifications specifically made a part of the Contract Documents by attachment or,
61 if not attached, as incorporated by reference and described in the Table of Contents
62 of the Project's Contract Documents.
63 6. Drawings.
64
65
66
67
68
69
70
7. Addenda.
8. Documentation submitted by Contractor prior to Notice of Award.
9. The following which may be delivered or issued after the Effective Date of the
Agreement and, if issued, become an incorporated part of the Contract Documents:
a. Notice to Proceed.
b. Field Orders.
c. Change Orders.
71 d. Letter of Final Acceptance.
72 Article 6. INDEMNIFICATION
73
74
75
76
77
78
79
80
81
82
83
84
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86
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90
�
6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own
expense, the city, its officers, servants and employees, from and against any and all claims
arising out of, or alleged to arise out of, the work and services to be performed by the
contractor, its officers, agents, employees, subcontractors, licenses or invitees under this
contract. ihis indemnification ra�ision is s eci#icaEl intended to o erate and be
effecti�e even if i# is alle ed ar rQven that alf or snm� of the dama es bein sou ht were
caused, in whole nr in qart, by anv act, omission or._n.e�li�ence of the ti#y. This indemnity
provision is intended to include, without limitation, indemnity for costs, expenses and
legal fees incurred by the city in defending against such claims and causes of actions.
6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the
city, its 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 prov#sion
is s ecificall intended to o erate and be effective even if it is alle�ed or proven that all
or some of the dama es bein sou ht were caused in whole ar in art b an act
omission or ne�li�ence of the cit�
92 Article 7. MISCELLANEOUS
CITY OF FORT WORTH Mrs. Renfro's Worehouse Addition
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103274
Revised June 16, 2016
UVI:UJII�.II CIIVCIVFIC IL/. VOL/OIrOU'LUI�:J-YCl'r-JLOr'JLr'4lJJJr:JJU
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Developer Awarded Project Agreement
Page 4 of 5
93 7.1 Terms.
94 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of the
95 Construction Contract for Developer Awarded Projects.
96 7.2 Assignment of Contract.
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
This Agreement, including all of the Contract Documents may not be assigned by the
Contractor without the advanced express written consent of the Developer.
7.3 Successors and Assigns.
Developer and Contractor each binds itself, its partners, successors, assigns and legal
representatives to the other party hereto, in respect to all covenants, agreements and
obligations contained in the Contract Documents.
7.4 Severability.
Any provision or part of the Contract Documents held to be unconstitutional, void or
unenforceable by a court of competent jurisdiction shall be deemed stricken, and all
remaining provisions shall continue to be valid and binding upon DEVELOPER and
CONTRACTOR.
7.5 Governing Law and Venue.
This Agreement, including all of the Contract Documents is performable in the State of
Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the
Northern District of Texas, Fort Worth Division.
113 7.6 Authority to Sign.
114 Contractor shall attach evidence of authority to sign Agreement, if other than duly
115 authorized signatory of the Contractor.
116
117 IN WITNE55 WHEREOF, Developer and Contractor have executed this Agreement in multiple
118 counterparts.
119
120 This Agreement is effective as of the last date signed by the Parties ("Effective Date").
121
CITY OF FORT WORTH Mrs. Renfro's Warehouse Addition
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103274
Revised June 16, 2016
UVI:UJII�.II CIIVCIUFIC ILJ. VDUOIrOV'LUI�J-4Cl.r'.7L01"JLr'+f.7JJI-JJLJ
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Developer Awarded Project Agreement
Page 5 of 5
Contractor:
Reyes Group, Ltd.
Developer:
J.A. Jackson Construction, Inc
oocusigned by: Docusigncd ay:
By� i�id�. ��l�krt`S4�t' BY� �
- R�,� � ���a
(Signature)
(Signature)
Olu Ogunsola
(Printed Name)
7oe ]ackson
(Printed Name)
Title: vi ce Presi dent Title: �P
Company Name: Reyes �roup, Ltd. Company name: J.A. Jackson construction, znc
Address: Address: 12o sni s Road
1520 Parker Road pp
CIty�Stet2�Zlp:Grand Prairie, TX 75050 City/State/Zip: Fort Worth, TX 76126
7/13/�0�1
Date
7/�/�0�1
Date
122
CITY OF FORT WORTH Mrs. Renfro's WarehouseAddition
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103274
Revised June 16, 2016
! ,
006213-1
PERFORMANCE BOND
Page 1 of 4
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THE STA7E OF TEXAS
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SECTION 00 6213 Bond No. 107468940
PERFORMANCE BOND
§ KNOW ALL BY THESE PRESENTS:
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COUNTY OF TARRANT
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That we, Reyes Group, Ltd, :__ , known as
"Principal" herein and Traveiers Casuaity and SurEty Company of America , a corporate
surety(sureties, if more than one) duly authorized to do business in the State of Texas, known as
"Surety" herein (whether one or more), are held and firmly bound unto the Developer, J.A.
Jackson Construction, Inc, authorized to do business in Texas ("Developer") and the City of Fort
12 Worth, a Texas municipal corporation ("City"), in the penal sum of, One Hundred Ei�htv
13 Thnusand Dollars ($180,000.00), lawful money of the United States, to be paid in Fort Worth,
14 Tarrant County, Texas for the payment of which sum well and truly to be made jointly unto the
15 Developer and the City as dual obligees, we bind ourselves, our heirs, executors, administrators,
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successors and assigns, jointly and severally, firmly by these presents.
WFIEREAS, Developer and City have entered into an Agreement for the construction of
community facilities in the City of Fort Worth by and through a Community Facilities Agreement,
CFA Number CFA21-0025;and
WHEREAS, the Principal has entered into a certain written contract with the Developer awarded
21 the 13th day of July , 20 21, which Contract is hereby referred to and made a
22 part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor
23 and other accessories defined by law, in the prosecution of the Work, including any Change
24 Orders, as provided for in said Contract designated as Renfro Foods Warehouse Addition.
25 NOW, THEREFORE, the condition of this obligation is such that if the said Principal shall
26 faithfully perform it obligations under the Contract and shall in all respects duly and faithfully
27 perform the Work, including Change Orders, under the Contract, according to the plans,
28 specifications, and contract documents therein referred to, and as well during any period of
CITY OF FORT WORTH Mrs. Renjro's Warehouse Addition
STANDARD CITY CONDITIONS— DEVELOPER AWARDED PROJEC75 Ci[y ProJect No. 103274
Revised January 31, 2012
006213-2
PERFORMANCE BOND
Page 2 of 4
1 extension of the Contract that may be granted on the part of the Developer and/or City, then
2 this obligation shall be and become null and void, otherwise to remain in full force and effect,
3 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in
4 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort
5 Worth Division.
6 This bond is made and executed in compliance with the provisions of Chapter 2253 of
7 the Texas Government Code, as amended, and all liabilities on this bond shall be determined in
8 accordance with the provisions of said statue.
9 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED this
10 instrument by duly authorized agents and officers on this the 23rd day of �uly
11 , 20 21 .
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ATTES :
�
(Principal) Secretary
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
PRINCIPAL:
Reyes Group, Ltd.
BY:
S' nature
M C-,. - �-
Name and Title
Address: 1520 Parker Road
Mrs. Renfro's WarehouseAddition
City Project No. 103174
006213-3
PERFORMANCE BOND
Page 3 of 4
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5 �,e.:.., �
lA��
6 Witness as to Principal
Grand Prairie, TX 75050
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27 G�.w�.�,-'`��C'
28 Witness as to Surety
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CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROlECTS
Revised January 31, 2012
SURETY:
Travelers Casualty and Surety Company_
of America
By:
Signature
Courtney A. Flaska, Attorney In Fact
Name and Title
Address:
One Tower Square
HartFord. CT 069 83
Telephone Number: (800) 747-3719
Mrs. Renfro's Worehouse Addifion
C/ty Project No. 303174
006213-4
PERFORMANCE BOND
Page 4 of 4
2 *Note; If signed by an officer of the Surety Company, there must be on file a certified extract
3 from the by-laws showing that this person has authority to sign such obligation. If
4 Surety's physical address is different from its mailing address, both must be provided.
6 The date of the bond shall not be prior to the date the Contract is awarded.
7
CITY OF FORT WORTH Mrs. Renfro's Warehouse Addltlon
STANDARD CITV CONDITIONS — DEVELOPER AWARDED PROJECTS Llty Project No.103274
Revlsed January 31, 2012
00 62 14 - 1
PAYMENT BOND
Page 1 of 3
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THE STATE OF TEXAS
�j
SECTION 00 6214 Bond No. 107468940
PAYMENT BOND
§ KNOW ALL BY THESE PRESENTS:
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COUNTY OF TARRANT
§
That we, _ Reyes Group, Ltd. , known as
"Principal" herein, and Travelers Casualty and Surety Company of America , a
corporate surety ( or sureties if more than one), duly authorized to do business in the State of
Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the
Developer, J.A. Jackson Construction, Inc , authorized to do business in Texas "(Developer"), and
12 the City of Fort Worth, a Texas municipal corporation ("City"), in the penal sum of One Huncired
13 �ighty �housand Dollars ($180,000.00), lawful money of the United States, to be paid in Fort
14 Worth, Tarrant County, Texas, for the payment of which sum well and truly be made jointly unto
15 the Developer and the City as dual obligees, we bind ourselves, our heirs, executors,
16 administrators, successors and assigns, jointly and severally, firmly by these presents:
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WHEREAS, Developer and City have entered into an Agreement for the construction of
community facilities in the City of Fort Worth, by and through a Community Facilities Agreement,
CFA Number CFA21-0025;and
WHEREAS, Principal has entered into a certain written Contract with Developer, awarded
the 13th day of �ufY , 20 2� , which Contract is hereby referred to
and made a part hereof for all purposes as if fully set forth herein, to furnish all materials,
equipment, labor and other accessories as defined by law, in the prosecution of the Work as
provided for in said Contract and designated as Renfro Foods Warehouse Addition.
25 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if Principal shall pay
26 all monies owing to any (and all) payment bond beneficiary (as defined in Chapter 2253 of the
27 Texas Government Code, as amended) in the prosecution of the Work under the Contract, then
28 this obligation shall be and become null and void; otherwise to remain in full force and effect.
CITY OF FORT WORTH Mrs. Renfro's Worehouse Addition
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 103274
Revised lanuary 31, 2012
006214-2
PAYMENTBOND
Page 2 of 3
PRINCIPAL:
Rey_e_s_Group,_ Ltd._
ATTEST: BY:
5 gnature
1 This bond is made and executed in compliance with the provisions of Chapter 2253 of the
2 Texas Government Code, as amended, and all liabilities on this bond shall be determined in
3 accordance with the provisions of said statute.
4 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED this
5 instrument by duly authorized agents and officers on this the 23rd day of
6 July , 20 21
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(Principal) Secretary
f114arl�s_ L�._ [�-_�(i..Q�dPv��
J
Name and Title
Address: 1520 Parker Road
^��� � `"r-.---�
Witness as to Principal
Grand Prairie, TX 75050
SU R ETY:
Travelers Casualty and Surety Company
of America
ATTEST:
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROlECTS
Revised lanuary 31, 2012
BY: ` �
Signature
Mrs. Renfro's Warehouse Addition
City Project No. 103174
006214-3
PAYMENTBOND
Page 3 of 3
1
Courtney A. Flaska, Attorney In Fact
Name and Title
Address: One Tower Square
Hartford, CT 06183
Telephone Number: ($00) 747-3719
2 Note: If signed by an officer of the Surety, there must be on file a certified extrad from the
3 bylaws showing that this person has authority to sign such obligatian. If Surety's physical address
4 is different from its mailing address, both must be provided.
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N/A
(Surety)Secretary
G�,---.�,.�..,� t_.n.-c��(
Witness as to Surety
The date of the bond shall not be prior to the date fhe Contract is awarded.
END OF SECTION
CITY OF FORT WORTH Mrs. Renfro's Warehouse Addition
STANDARD CITV CONDITIONS— DEVELOPER AWARDED PROJECTS City Project No.103174
Revlsed January 31, 2012
006219-1
MAINTENANCE BOND
Page 1 of 4
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SECTION 00 6219
MAINTENANCE BOND
THE STATE OF TEXAS §
Bond No. 107468940
§ KNOW ALL BY THESE PRESENTS:
COUNTY OF TARRANT §
That we.___ Reyes Group, ttd. , known as
"Principal" herein and 7ravelers Casualty and Sur�ty Cvmpany af Am�rica , a corporate surety
(sureties, if more than one) duly authorized to do business in the State of Texas, known as
"Surety" herein (whether one or more), are held and firmly bound unto the Developer,l.A.
Jackson Construction, Inc , authorized to do business in 7exas ("Developer") and the City of Fort
12 Worth, a Texas municipal corporation ("City"), in the sum of �ne Hundred Ei�htv "fhn�sand
13 Dollars ($180,000.00), lawful money of the United States, to be paid in Fort Worth, Tarrant
14 County, Texas, for payment of which sum well and truly be made jointly unto the Developer and
15 the City as dual obligees and their successors, we bind ourselves, our heirs, executors,
16 administrators, successors and assigns, jointly and severally, firmly by these presents.
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WWEREAS, Developer and City have entered into an Agreement for the tonstruction of
community fatilities in the City of Fort Worth by and through a Community Facilities Agreement,
20 CFA Number CFA21-0025;and
21 WHEREAS, the Principal has entered into a certain written contract with the Developer
22 awarded the 13th day of ���� , 20 21 , which Contract is
23 hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish
24 all materials, equipment labor and other accessories as defined by law, in the prosecution of the
25 Work, including any Work resulting from a duly authorized Change Order (collectively herein,
26 the "Work") as provided for in said Contract and designated as Renfro Faads Warehause
27 Additian; and
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CITY OF FORT WORTH Mrs. Renfro's Worehouse Addition
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 103274
Revised January 31, 2012
006219-2
MAINTENANCE BOND
Page 2 of 4
1 WHEREAS, Principal binds itself to use such materials and to so construct the Work in
2 accordance with the plans, specifications and Contract Documents that the Work is and will
3 remain free from defects in materials or workmanship for and during the period of two (2) years
4 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and
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6 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part upon
7 receiving notice from the Developer and/or City of the need thereof at any time within the
8 Maintenance Period.
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10 NOW THEREFORE, the condition of this obligation is such that if Principal shall remedy
11 any defective Work, for which timely notice was provided by Developer or City, to a completion
12 satisfactory to the City, then this obligation shall become null and void; othenn►ise to remain in
13 full force and effect.
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15 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely
16 noticed defective Work, it is agreed that the Developer or City may cause any and all such
17 defective Work to be repaired and/or reconstructed with all associated costs thereof being
18 borne by the Principal and the Surety under this Maintenance Bond; and
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20 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in
21 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort
22 Worth Division; and
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24 PROVIDED FURTHER, that this obligation shall be continuous in nature and successive
25 recoveries may be had hereon for successive breaches.
26
CITY OF FORT WORTH Mrs. Renfro's Worehouse Addition
57ANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Ciry Project No. 103274
Revised January 31, 2012
006219-3
MAINTENANCE BOND
Page 3 of 4
1 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and 5EALED this
2 instrument by duly authorized agents and officers on this the 23rd day of July
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ATTEST:
�- �
(Principal) Secretary
c
,c. .
Witness as to Principal
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised January 31, 2012
PRINCIPAL:
Reyes Group, Ltd.
�
Signature
��r[d5 �'—t • Ql.��S —Y![S:t�Q✓`t'
Name and Title
Address:
1520 Parker Road
Grand Prairie, TX 75050
SURETY:
Travelers Casualty and Surety Company of America
Mrs. Renfro's Wo�ehouse Addition
City Project No. 103274
00 62 19 - 4
MAINTENANCE BOND
Page 4 of 4
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10 ATTEST:
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13 N/A
14 (Surety)Secretary
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ss ��-�:.....:���.��
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19 Witness as to Surety
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BY: � �(�
Signature
_ Courtney A. Flaska, Attorney In Fact
Name and Title
Address:
One Tower Square
Hartford, CT 06183
Telephone Number: �800) 747-3719
22 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract
23 from the by-laws showing that this person has authority to sign such obligation. If
24 Surety's physical address is different from its mailing address, both must be provided.
25
26 The date of the bond shall not be prior to the date the Contract is awarded.
27
CITY OF FORT WORTH Mrs. Renfro's Warehouse Addition
STANDARD CI7Y CONDITIONS — DEVELOPER AWARDED PROlECTS City ProJect No. 103274
Revised January 31, 2012
Su►�ty Company Acknowledgemenf
STATE OF II.LINOIS
COUNTY OF COOK SS:
On this 23rd day of July, 2021, before me personally appeared Courtney A. Flaska , to
me known, who, being by me duly sworn, did depose and say: that (s)he resides at Schaumburg,
Dlinois, that (s)he is the Attorney in Fact of Travelers Casualty and Surety Company Of
America, the corporation described in and which executed the annexed instrument; that (s)he
knows the corporate seal of said corporation; that the seal affixed to said instrument is such
corporate seal; that it was so affixed by order of the Board of Directors of said corporation; that
(s)he signed his/her name thereto by like order; and that the liabilities of said corporation do not
exceed its assets as ascertained in the manner provided by law.
- tt�
a ary Public in and for the above County and State
My Commission Expires: OG123125
OFF{CIAI. SEAL
SAMANTHA BRADTKE
Notary Public - State of Iilinois
�f Commissian Expires June 23, 2025
r�av��ERs ��
Travelers Casualty and Surety Company af America
Travelers Casualty and Surety Company
S't. Paul Flre and Marine Inwrance Company
POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS: That Travelars Casualty and Surety Company of America, Travelars Casualty and Surety Company, and St
Paul Fire and Marine InsuranCe Company are Corpordtions duly organlzed undar tha laws of the State of ConneCticut (herein C011edlvaly called tha
"Companles"), and lhat the Companies do hareby make, wnstitute and appoint Courtnoy A. Flaska of Schaumburg, Illinois, thelr true and lawful
Attomey-in-FaCt to sign, exeCute, seal and acknowledge any and all bonds, recognizences, cond�fonal undertakings and other writlngs obligatory in
tha natura thareof on behalf of tha Companles In thelr buslness of guaranteeing the fldelity of persons, guaranteeing the perfortnence of
contracts and executing or guaranteeing bonds and undartakings require� or peRnitted in any aelions or pr�eedings allowed by law.
IN WITNESS WHEREOF, the Companies have caused this insWmant to be signed, and their corporate seafs to be hereto aftbced, thls 3rd day of February,
2017.
�.�+�w,. ��. ,�,o �
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� D S�
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Stffia of Connecticut
City of Hartford ss.
BY� =� -� --- -
�Raberl L. Raney, Se�iCqr �(Ce President
On this the 3rd day of February, 2017, before me personally appeared Rob�r! L Ranoy, who acknowledged hlmsalf to be tha Senfor �ce President of
Travelera Casualty and Surety Company of America, Travelars Casualty and Surety Comperry, and St Paul Fre and Marine Insurance Company, and
that he, as such, being authorized so to do, axacuted the foregoing insirument for tha purposes therein contained by signing on behalf of the corporaUons
by himself as a duly authorized officer.
In Wltness Whereof, I hereunto set my hand and officlal seal.
My Commission expines tha 30th day of June, 2021
��r��
OJv.�.. C `.�i�nRLu�*
rr �,rv$ Mane C. Tetreault, Notary Publlc
This Power of Attomey is grarded under and by the authority of the following resoludons adopted by the Boards of Directors of 7ravalars Casualty and
Surety Company of America, Travelers Casualry and Surery Campany, and St. Paul Fire and Marine Insurance Company, whiCh resolutions are now in
full force and effect, reading as follows:
RESOLVED, that the Chairtnan, the Presidant, ariy Vice Chairman, any Exacutive Vice President, arry Senior �ce Pnesident, any �ce President, any
Second vice Prasldant, the Treasurer, a�ry Assistant Treasurer, tha Corporata Secretary or any Assistant Secretary may appoint Attomeysan-Fact and
Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authorlty may prescribe to sign with
the Company's name and seal with tha Company's seal bonds, recognizances, contracts oF indamnily, and othar writings obligatory in the nature of a
bond, recognlzance, or condldonal undartaking, and arry of said officers or the Board of Directors at arry time may nemove any such appolntee and revoke
the power given him or har; and R is
FURTHER RESOLVED, that the Chalrman, the President, arry Vice Chalrman, any Executiva Vice Presldent, any Senlor �ce Presldent or arry Vice
Presldent may delegata all or any part of tha foregoing authority to w�e or mora officers or employees of this Comparry, provided that each such delegation
Is In writing and a copy thereof Is filed in the office of the Secretar�, and it is
FURTHER RESOLVED, that arry bond, recognizance, contract of indemnity, or wriiing obligatory in the nature of a bond, recognizance, or conditional
undartaking shall be valid and binding upon the Company when (a) signed by the Presidant, any Vioe Chalrtnan, any Execuiive Vice President, any Senior
�ce President or eny ViCe President, any Second vice Presidarrt, the Treasurer, any Aseistant Treasurer, the Corporate Secretary or eny Assistarrt
Secretary and duly attested and sealed with the Company's seal by a Secretery or Assistar�t Secretery; or (b) duly executed (under seal, if r�equired) by
one or more Attomeys-in-Fact and Agents pursuant to tha power prescribed in his or her oeAficate or their certfiCates of authority or by one or mone
Company offlcers pursuant to a written delegadon of authoriiy; and it is
FURTHER RESOLVED, that the signature of each of the follov�ng officers: Presldent, any Executive VI� Presidant, any Senior voe President, any Vice
Presldent, any Asslstant Yoe President, any Secretary, arry Assistant Sec.�etary, and the seal of ifie Comparry may be affixed by facsimile to any Power
of Attomey or to any oertificate reladng thereto appointing Resident Vice Presidents, ResideM Assistant Secretaries or Attomeys-in-Fact for purposes only
of axecuting ar� attestrng bonds and undertakings and olher wrltings obllgatory in the nature thereof, ar� any such Puwer of Altomey or eertif�eate beanng
such facsimile signaiure or facsimile seal s#�a14 be �atid and binding upon the Campany and any such power so executed and cerC�Fied by such facsimile
signature and iacsimila saal shall ba valid and binding on the Company In the future with respect to any bond or undeStanding to which it is attached.
I, Kavin E. Hughe9, the undersigned, Assistant Secnetary of Travelers Casualty and Simety Company of America, Travelers Casually and Surety
Company, and S� Paul Fre and Marine Insurance Comparry, do hereby certify that the above and foregoing is a true and correct copy of the Power of
Attomey executed by said Companies, which remains in full forGe and affect.
Dated thls 23rd day o� July , 2021
��a wrp +�r�� s •va �11lIIE
�� � •�� .� ,�
A �� ;�.� �r�
s r.a+� � �
lF � , � � �r
�+ . �� �e ,N �3.
� (
Kevin E. Hughes, Assi tant Ser.retary
To vier3fy d�e audlendaly of tl�f� Pbwoer ofAttnmey, p/e�me call r� at 1-8D�0-4?1 3B�D.
o/mse irRv to dx ebo�rnsmed Atmmey-In-Fact and dAe detaHs of dx bond do wh/ah t/ie power � aEeard�ed,
STANDARD CITY CONDITIONS
OF THE CONSTRUCTION CONTRACT
FOR DEVELOPER AWARDED PROJECTS
CIT'Y OF FORT WOR7'H Mrs. Renfro"s Wm�ehouse Addition
S'CANDARD C[TY CONDI'IIONS — DEVELOPER AWARDED PROJECTS Ciry Project No. 103274
Revised: January 1Q 2013
STANDARD CITY CONDITIONS OF THE
CONSTRUCTION CONTRACT
FOR DEVELOPER AWARDED PROJECTS
TABLE OF CONTENTS
Page
Article 1— Defmitions and Terminology .......................................................................................................... l
1.01 Defined Terms ............................................................................................................................... l
1.02 Terminology ..................................................................................................................................5
Article2— 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
Article4— Bonds and Insurance ....................................................................................................................... 7
4.01 Licensed Sureties and Insurers ..................................................................................................... 7
4.02 Performance, Payment, and Maintenance Bonds ........................................................................ 7
4.03 Certificates of lnsurance ............................................................................................................... 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
CIT'Y OF FORT WOR7'H Mrs. Renfro"s Wm�ehouse Addition
S'CANDARD C[TY CONDI'IIONS — DEVELOPER AWARDED PROJECTS Ciry Project No. 103274
Revised: January 1Q 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
Article9- 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 lnspections; 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 Ciry May Stop the Work .............................................................................................................30
11.06 Correction or Removal of Defecrive Work ................................................................................30
11.07 Correction Period ........................................................................................................................30
11.08 City May Correct Defective Wark .............................................................................................31
Article12 - 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
Article13 - Suspension of Work ....................................................................................................................33
13.01 City May Suspend Work ............................................................................................................33
Article14 - Miscellaneous .............................................................................................................................. 34
14.01 Giving Notice ..............................................................................................................................34
CIT'Y OF FORT WOR7'H Mrs. Renfro"s Warehouse Addition
S'CANDARD C[TY CONDI'IIONS - DEVELOPER AWARDED PROJECTS Ciry Project No. 103274
Revised: January 1Q 2013
14.02 Computation of Times ........................................
14.03 Cumulative Reinedies .........................................
14.04 Survival ofObligations .......................................
14.05 Headings ..............................................................
CITY OF FORT WOR7'H
STANDARD C[TY CONDI'IIONS — DEVELOPER AWARDED PROJECTS
Revised: January 1Q 2013
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........................................................................ 34
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ARTICLE 1— DEFINITIONS AND TERMINOLOGY
1.O1 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 b�isiness,
generally Monday through Friday, except for federal or state holidays observed by the City.
4. Buzzsativ — 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. Ciry— The Ciry of Fort Worth, Texas, a Texas home-r�ule municipal corporation, acting by,
its governing body through its City Manager, his designee, or agents authorized piarsuant to
its duly aacthor-ized 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 Ciry public right-of-
way or easement.• Water, Sanitary Sewer Street,, Storm Drain, Street Light, and Street Signs.
A CFA may inelude private fncilities 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, Cont�^actor, and/or Ciry concerning the Work. Th.e
Contract supersedes prior negotiations, representations, or agreements, whether written or
oral.
9. Contract Documents—Those items that make up the contract and �vhich must include the
Agreement, and it's attachments such as standard construction specifications, standard Ciry
Conditions, other general conditions of'the Developer, including:
a. An Agreement
CIT'Y OF FORT WOR7'H Mrs. Renfro"s Warehouse Addition
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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 Ciry)
d. Insurance Accord Form
e. Payment Bond
f. Perfonnance Bond
g. Maintenance Bond
h. Power of Attorney for Bonds
i. Workers Compensation Affidavit
j. MWBE Coinmitment Form( If required by City)
k. General Conditions
1. 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.
ll. 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 par2 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 w�-itten 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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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, nuthorities, a�nd courts having
jurisdiction.
19. Liens—Charges, security inter-ests, or encumbrances upon Project funds, real property, or
persoraal property.
20. Milestone A principal event specified in the Contract Documents relating to an
intermediate Contract Time prior to Final Acceptance o, f the Work.
21. Non-Participating Change Order A document, which is prepared for and reviewed by the
Ciry, which� is signed by Contractor, and Developer, and authorizes an addition, deletion, or
revision in the Work or an ndjustment in the Contract Price or the Contract Time, issued on
or after the E, ffective Date of the Agreement.
22. Participating Change Order A document, �vhich is prepared for and app�-oved by the City,
which is signed by Contractor, Developer, and Ciry and authorizes an addition, deletion, or
revision in the Work o�- 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, pYepared and maintained by Contractor, in accordance with
the General Requirements, describirig the seqcaence and duration of the activities comprising
the Contractor's plan to accomplish the YVork within the Contract Time.
25. Project The Work to be pe�formed under the Contract Documents.
26. Project Representative—The authorized representative of the City who �vill be assigned to
the Sile.
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.
CIT'Y OF FORT WOR7'H Mrs. Renfro"s Wm�ehouse Addition
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30. Schedule of Submittals A schedule, prepared and maintc�ined by Contractor, of required
submittals and the time requirements to support scheduled perforrnance of' related
constr�uction 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 riglits-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 reguirements and procedural matters applicable thereto.
Specifications may be specifically made a part of the Contr�act 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 Ciry 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 par•t of the Work at the Site.
35. Subrnittals All drawings, diagrams, illustrations, schedules, and other data or information
which are specifically prepared or assembled by or for Contr�actor and submitted by
Contractor to illustrate some portion of the Work.
36. Superintendent — The representative of the Contrnctor who is available at all times and able
to receive insh-uctions from the City and/or Developer and to actfor the ContYactor.
37. Supplementary Conditions—That part of the Contract Documents which amends or
supplements the General Conditions.
38. Supplier -A manuf'acturer, fabricator, supplier, distributor materialman, or vendor having
a direct contract with Contractor or with any Subcontractor to furnish materials or
eyuipment to be iracorporated 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
electncity, gases, steam, liquid petroleum products, telephone or other co�nmunications,
cable television, wc�ter, wastewater, storm water, other liqti�ids 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 bv the City.
CIT'Y OF FORT WOR7'H Mrs. Renfro"s Warehouse Addition
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41. Work—The entire construction or the vc�rious separc�tely 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 necessnry to produce such construction
including any Participating Change Order, Non-Participating Cha�zge Order, or Field
Order, and fiarnishing, 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 aiathorized 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 urade�rvay for a continuous period of not less than 7 hours between 7
a. rn. 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:
The word "defective," when modifying the word "Work," refers to Work that is
unsarisfactory, faulty, ar 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, Perf'orm, Provide:
1. The word "Furnish" ar the word "Install" or the word "Perform" ar the word "Provide" or
the word "Supply," or any combination or similar directive or usage thereof, shall mean
furnishing and incorporating in the Wark including all necessary labor, materials, equipment,
and everything necessary to perform the Work indicated, unless specifcally 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.
CIT'Y OF FORT WOR7'H Mrs. Renfro"s Wm�ehousn Addition
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ARTICLE 2 — PRELIMINARY MATTERS
2.01 Before Starting Construction
Baseline Schedules: Submit to Ciry 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
Befare any Work at the Site is started, the Contractar 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.
F� 71 Y[y 11 �[c�K�7►Y Y���JI 11 Z�Z�lllu I�1►Y KY��I �u I�1►17 I�[e'
3.01 Reference Standards
A. Standards, Specifications, Codes, Laws, and Regulations
Reference to standards, specifications, manuals, or codes of any technical society,
organization, or association, or to Laws ar 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 Effecrive 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 ar 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 nnd 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;
CIT'Y OF FORT WOR7'H Mrs. Renfro"s Wm�ehouse Addition
S'CANDARD C[TY CONDI'IIONS — DEVELOPER AWARDED PROJECTS Ciry Project No. 103274
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1. City's or Engineer's review of a Submittal (subject to the provisions of Paragraph 516.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. Contractar 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
eq�ial to the Contract Price as security to protect the City against any defects in any portion of the
Wark described in the Contract Documents. Maintenance bonds shall remain in effect far 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 7nsurance
Contractor shall deliver to Developer and Ciry, 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.
CIT'Y OF FORT WOR7'H Mrs. Renfro"s Warehouse Addition
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1. The certificate of insurance shall document the City, an as "Additional Insured" on all
liability policies.
2. The Contractor's general liability insurance shall include a, "per project" ar"per location",
endorsement, which shall be identifed 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 entirery, 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 Ciry 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 exclusioils by endorseinents, which, neither nullify ar 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 Ciry 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
CIT'Y OF FORT WOR7'H Mrs. Renfro"s Warnhousn Addition
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lieu of traditional insurance, alternative coverage maintained through insurance pools or risk
retention groups, must also be approved by City.
10. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a
first-dollar basis, must be acceptable to and approved by the City.
1l. 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 Ciry shall
be required to provide prior notice of 90 days, and the insurance adjustments shall be
incorporated into the Work by Change Order.
12. Ciry shall be entitled, upon written request and without expense, to receive copies of policies
and endorsements thereto and may make any reasonable requests far deletion or revision or
modifications of particular policy terms, conditions, limitations, or exclusions necessary to
conform the policy and endorsements to the requireinents of the Contract. Deletions,
revisions, or modifications shall not be required where policy provisions are established by
law or regulations binding �ipon 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 Compen�sation 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 Wark, or by anyone for whose acts
any of them may be liable:
claims under workers' compensation, disability benefits, and other similar employee benefit
acts;
2. claims for damages because of bodily injury, occupational siclrness 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
CIT'Y OF FORT WOR7'H Mrs. Renfro"s Warnhouse Addition
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1) $100,000
2) $100,000
3) $500,000
each accident/occurrence
Disease - each employee
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 ar 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 complerion of the project
2. Contractor's LiabiGty Insurance under this Secrion 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 ar death of any person and or property damage arising out of the wark,
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, ar 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 covcrage on "Any
Auto", defined as autos owned, hired and non-owned.
CITY OF FORT WOR7'H
S'CANDARD C[TY CONDI'IIONS — DEVELOPER AWARDED PROJECTS Mrs. Renfro"s Warehouse Addition
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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
3) $500,000
4) $100,000
Bodily Injury per person
Bodily Injury per accident /
Property Damage
D. Rnilroad 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 Coi7tractor's coilstruction activities will require its employees, agents, subcontractors,
equipment, and material deliveries to cross railroad properties and tracks owned and
operated by: None
2. The Contractor shall conduct its operations on railroad properties in such a manner as not to
interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use
or operation of its/their trains or other property. Such operations on railroad properties may
require that Contractor to execute a"Right of Ei1try Agreement" with the particular railroad
company or companies involved, and to this end the Contractar 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 consriuction 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 far so long as
the Contractor's operations and work cross, occupy, or touch railroad property:
a. General Aggregate: NOne
b. Each Occurrence: : None
4. With respect to the above outlined insurance requirements, the following shall govern:
a. Where a single railroad company is involved, the Contractor shall provide one insurance
policy in the name of the railroad company. However, if more than one grade separation
or at-grade crossing is affected by the Project at entirely separate locations on the line or
lines of the same railroad company, separate coverage may be required, each in the
amount stated above.
b. Where more than one railroad company is operating on the same right-of-way or where
several railroad companies are involved and operated on their own separate rights-of-
CIT'Y OF FORT WOR7'H Mrs. Renfro"s Warehousn Addition
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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 wark 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 wark 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 far 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 beguuung 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 coinpany 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 norify 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 Acceptc�nce of Bonds and Insurance; Option to Replc�ce
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 Ciry 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 iilsurance 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 perfon77 the
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Work in accordance with the Contract Documents. Contractor shall be solely responsible for the
means, methods, techniques, sequences, and procedures of construction.
B. At all times during the progress of the Work, Contractor shall assign a competent, English-
speaking, Superintendent who shall not be replaced without written notice to City. The
Superintendent will be Contractor's representative at the Site and shall have authority to act on
behalf of Contractor. All communication given to or received from the Superintendent shall be
binding on Contractor.
C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of
construction.
5.02 Labor; Working Hours
A. Contractar 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 ar 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 Warking 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 rcquest must be made by noon two Business Days prior to the legal
holiday.
5.03 Services, Mater-ials, 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 Wark shall Ue 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 Ciry. If required by Ciry, 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. AdjL►stments in Contract Time
far 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 rype, function, appearance, and qualiry 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.
"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 suffciently similar so that no change in
relatcd 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 S.OS.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 S.OS.A.I, it may be submitted as a
proposed substitute item.
b. Contractor shall submit sufficient information as provided below to allow Ciry to
detenlline if the item of material ar 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 O1 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
subsritute item;
iii. whether incorporation or use of the proposed substitute item in connection with
the Wark 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. Si�bstitute 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 S.OS.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 S.OS.A and S.OS.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, warranry, or other surery 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 materic�ls 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 S.OS.A.2 and S.OS.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 incorparated to the Contract by Participating Change Order.
5.06 Pre-Qualification ofBidders (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. Minoriry and Women Owned Business Enterprise Compliance.•
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❑ Required for this Contract.
(Chcck this box if thcrc is any City Paiticipation)
0 Not Required for this Contract.
It is City policy to ensure the full and equitable participation by Minority and Women Business
Enterprises (MWBE) in d7e 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. Contractar shall, upon request by City, provide complete and accurate information regarding
actual work perforined by a MWBE on the Contract and payment therefor.
2. Contractar will not make additions, deletions, or substitutions of accepted MWBE without
written consent of the City. Any unjustitied change or deletion shall be a inaterial breach of
Contract and may result in debarment in accordance with the procedures outlined in the
Ordinance.
3. Contractor shall, upon request by Ciry, 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 far 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; nar
2. shall create any obligation on the part of City to pay ar to see to the payment of any moneys
due any such Subcontractor, Supplier, or other individual or entiry except as may otherwise
be required by Laws and Regulations.
C. Contractor shall be solely responsible for scheduling and coordinating the Wark 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 perfonning 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. Dury to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of
Chapter 2258, Texas Goven7ment Code (as amended), including the paymei7t 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 Ciry receives the information, as to whether
good cause exists to believe that the violation occurred. The City shall notify in writing the
Contractor or Subcontractar and any affected warker of its initial determinarion. 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. Arbitrah'on Reguired if Violation Not Resolved. An issue relating to an alleged violation of
Section 2258.023, Texas Government Code, including a penalty owed to the Ciry 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 l lth 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 pariy in the arbitration. The decision and award of the arbitrator is
final and Uinding 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 warker. 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.
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 rimes.
H. Subcontractor Complinnce. The Contractar 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 c�nd Regu[ations, Contractor shall indemnify and hold
harmless Ciry, fi�om 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 co�urt
or arbitration or other dispute resoltction costs) arising out of or relating to any infringement of
patent rights or copyrights incident to the use in the per�'ormance of the Work or f•esulting from
the incorporation in the Work of any invention, design, process, product, or device not specified
in the Contr�c�ct 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 Wark. 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 Wark.
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 OtherAreas:
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 execurion 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 Par•agraph 5.18, Contr-actor shall indemnif'y 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 Perf'ormance 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 Wark 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 sh-ucture to be loaded
in any manner that will endanger the structure, nor shall Contractor subject any part of the Wark
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 Ciry, 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, nar 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 Safery Representative
Contractar shall inform City in writing of Contractor's designated safety representarive at the Site.
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5.15 Hazard Communication Programs
Contractor shall be responsible for coordinating any exchange of material safery data sheets or other
hazard communication information required to be made availablc 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 Ciry.
1. Submit mm�ber 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 516.C.
3. Submittals submitted as herein provided by Contractor and reviewed by City for
confonnance with the design concept shall be executed in conformity with the Contract
Documents unless otherwise required by City.
4. When S�ibmittals 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 Ciry 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 Uy the submittals will, after installation or incorporation in the Wark, confonn
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 Docuinents unless Contractor has complied
with the requirements of Section O1 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 responsibiliry 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 Wark 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, subcontractars, 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. Subinittals 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 enritled 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 519, 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 Ciry 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 Riglits Act of 1964 as amended.• Contractor shall comply with the requirements of
the Act and the Regulations as further defined in the Supplementary Conditions for any project
receiving Federal assistance.
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ARTICLE 6— OTHER WORK AT THE SITE
6.01 Related Work at Site
A. City may perform other work related to the Project at the Site with City's employees, or other
City contractors, or through other direct contracts therefor, or have other work performed by
utility owners. Tf 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 perfonning 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 inake its several parts coine
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. Contractar'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 — CTTY'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 Ciry'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 perfon11ai7ce of the Work. City will not Ue responsible for
Contractor's failure to perform the Work in accordance with the Contract Documents.
B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 5.13.
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7.03 Compliance with Safety Program
While at the Site, City's employees and representatives shall comply with the specific applicable
requirements of Contractor's safety programs of which City has been informed pursuant to
Paragraph 5.13.
ARTICLE S— 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 Docuinents.
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 Wark
will conform generally to the Contract Documents.
B. City's Project Representative's visits and observations are subject to all the limitations on
authoriry and responsibility in the Contract Documents.
8.02 Authorized T�ariations 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
Ciry will have authority to reject Wark which City's Project Representative believes to be defective,
or will not produce a completed Project that conforms to the Contract Documents or that will
prejudice the integrity of the design concept of the completed Project as a functioning whole as
indicated by the Contract Documents. City will have authority to conduct special inspection or
testing of the Work as provided in Article 11, whether or not the Work is fabricated, installed, or
completed.
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8.04 Determinations for WorkPerformed
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 modiiied to
reflect changed factual conditions or more accurate data).
ARTICLE 9— CHANGES IN THE WORK
9.01 Authorized Clianges 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 Wark 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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ARTICLE 11— TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF
DEFECTIVE WORK
11.01 Notice ofDefects
Notice of all defective Wark 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 thereo fl 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 Ciry the required certificates of
inspection or approval; excepting, however, those fees specifically identified in the
Supplementary Conditions or any Texas Deparhnent 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 priar to Contractor's purchase thereof for incorporation in the Wark.
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 Ciry initiated Testing shall be deemed a negative
result and require a retest.
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3. Any amounts owed for any retest under this Section 11.03 D shall be paid directly to the
Testing Lab by Contractor. City will forward all invoices for retests to
Developer/Contractor.
4. If Contractor fails to pay the Testing Lab, City will not issue a letter of Final Acceptance
until the Testing Lab is Paid
E. If any Work (or the work of others) that is to be inspected, tested, ar 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 DocLiments or speciiic 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 Contractar to stop the Work, or any portion thereof, until
the cause for such order has been eliminated; however, this right of Ciry 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, ar employee or agent
of any of them.
11.06 Correction or Removc�l 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 defecrive.
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 arbitrarion 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 wark 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 tenns of this Paragraph 11.06 ar Paragraph 11.07,
Contractor shall take no action that would void or otherwise impair City's special warranty and
guarantee, if any, on said Work.
11.07 Correction Period
A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may
be prescribed by the terms of any applicable special guarantee required by the Contract
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Documents), any Work is found to be defective, or if the repair of any damages to the land or
areas made available far 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 Wark that is i7ot defective, and
4. satisfactarily correct or repair or remove and replace any damage to other Wark, to the wark
of others ar 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.
ll.08 City May Correct Defective Work
A. If Contractor fails within a reasonable time after written notice from Ciry to correct defective
Work, or to remove and replace rejected Work as required by Ciry in accordance with Paragraph
ll.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, Ciry 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, stared at the Site or for which City has paid Contractor but which are
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stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants,
employees, and City's other contractors, access to the Site to enable City to exercise the rights
and remedies under this Paragraph.
C. All claims, costs, losses, and damages (including but not limited to all fees and charges of
engineers, architects, attorneys, and other professionals and all court or other dispute resolution
costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph
13.09 will be charged against Contractor, and a Change Order will be issued incorporating the
necessary revisions in the Contract Documents with respect to the Wark; aild 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 Wark 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 wanants 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.OS.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 writulg giving the reasons therefar.
3. Partial Utilizarion will not constitute Final Acceptance by City.
12.03 Finallnspection
A. Upon written notice from Contractor that the entire Work is complete in accardance with the
Contract Documents:
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1. within 10 days, City will schedule a Final Inspection with Contractor.
2. City will notify Contractor in writing of all particulars in which this inspection reveals that
the Work is incomplete or defective. Contractar shall immediately take such measures as are
necessary to complete such Work or remedy such deficiencies.
12.04 FinalAcceptance
A. Upon completion by Contractor to City's satisfaction, of any additional Work identified in the
Final Inspection, Ciry 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 surery, 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 Ciry shall not relieve the Contractor of any guarantees or
other requirements of the Contract Documents which speciiically continue thereafter.
ARTICLE 13 — SUSPENSION OF WORK
13.01 Ci .ry 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 Wark 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 Contractar and City that a solution to allow construction to proceed is not
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available within a reasonable period of time, Contractor may request an extension in Contract
Time, directly attributable to any such suspension.
C. If it should become necessary to suspend the Wark 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 ii
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 Ciamulative Remedies
The duties and obligations imposed by these General Conditions and the rights and remedies
a�ailable 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 warranry 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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14.04 Survival of Obligations
All representations, indemnifications, warranties, and guarantees made in, required by, or given in
accordance with the Contract Documents, as well as all continuing obligations indicated in the
Contract Documents, will survive final payment, completion, and acceptance of the Work or
termination or completion of the Contract or termination of the services of Contractor.
14.05 Headings
Article and paragraph headings are inserted for convenience only and do not constitute parts of these
General Conditions.
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DAP SUMMARY OF WORK
Page 1 of 3
CITY OF FORT WORTH Mrs. Renfro's Warehouse Addition
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project No. 103274
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 Mrs. Renfro's Warehouse Addition
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project No. 103274
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
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CITY OF FORT WORTH Mrs. Renfro's Warehouse Addition
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects City Project No. 103274
Revised December 20, 2012
1.5 SUBMITTALS [NOT USED] 1
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2
1.7 CLOSEOUT SUBMITTALS [NOT USED] 3
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4
1.9 QUALITY ASSURANCE [NOT USED] 5
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6
1.11 FIELD [SITE] CONDITIONS [NOT USED] 7
1.12 WARRANTY [NOT USED] 8
PART 2 - PRODUCTS [NOT USED] 9
PART 3 - EXECUTION [NOT USED] 10
END OF SECTION 11
12
Revision Log
DATE NAME SUMMARY OF CHANGE
13
01 25 00 - 1
DAP SUBSTITUTION PROCEDURES
Page 1 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
Mrs. Renfro’s Warehouse Addition
City Project No. 103274
SECTION 01 25 00
SUBSTITUTION PROCEDURES
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. The procedure for requesting the approval of substitution of a product that is not
equivalent to a product which is specified by descriptive or performance criteria or
defined by reference to 1 or more of the following:
a. Name of manufacturer
b. Name of vendor
c. Trade name
d. Catalog number
2. Substitutions are not "or-equals".
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid. No
separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Request for Substitution - General
1. Within 30 days after award of Contract (unless noted otherwise), the City will
consider formal requests from Contractor for substitution of products in place of
those specified.
2. Certain types of equipment and kinds of material are described in Specifications by
means of references to names of manufacturers and vendors, trade names, or catalog
numbers.
a. When this method of specifying is used, it is not intended to exclude from
consideration other products bearing other manufacturer's or vendor's names,
trade names, or catalog numbers, provided said products are "or-equals," as
determined by City.
3. Other types of equipment and kinds of material may be acceptable substitutions
under the following conditions:
a. Or-equals are unavailable due to strike, discontinued production of products
meeting specified requirements, or other factors beyond control of Contractor;
or,
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
Mrs. Renfro’s Warehouse Addition
City Project No. 103274
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 OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
Mrs. Renfro’s Warehouse Addition
City Project No. 103274
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
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
Mrs. Renfro’s Warehouse Addition
City Project No. 103274
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
01 31 19 - 1
DAP PRECONSTRUCTION MEETING
Page 1 of 3
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
Mrs. Renfro’s Warehouse Addition
City Project No. 103274
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
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
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DAP PRECONSTRUCTION MEETING
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Mrs. Renfro’s Warehouse Addition
City Project No. 103274
e. Other City representatives
f. Others as appropriate
4. Preliminary Agenda may include:
a. Introduction of Project Personnel
b. General Description of Project
c. Status of right-of-way, utility clearances, easements or other pertinent permits
d. Contractor’s work plan and schedule
e. Contract Time
f. Notice to Proceed
g. Construction Staking
h. Progress Payments
i. Extra Work and Change Order Procedures
j. Field Orders
k. Disposal Site Letter for Waste Material
l. Insurance Renewals
m. Payroll Certification
n. Material Certifications and Quality Control Testing
o. Public Safety and Convenience
p. Documentation of Pre-Construction Conditions
q. Weekend Work Notification
r. Legal Holidays
s. Trench Safety Plans
t. Confined Space Entry Standards
u. Coordination with the City’s representative for operations of existing water
systems
v. Storm Water Pollution Prevention Plan
w. Coordination with other Contractors
x. Early Warning System
y. Contractor Evaluation
z. Special Conditions applicable to the project
aa. Damages Claims
bb. Submittal Procedures
cc. Substitution Procedures
dd. Correspondence Routing
ee. Record Drawings
ff. Temporary construction facilities
gg. MBE/SBE procedures
hh. Final Acceptance
ii. Final Payment
jj. Questions or Comments
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
01 31 19 - 3
DAP PRECONSTRUCTION MEETING
Page 3 of 3
Mrs. Renfro’s Warehouse Addition
City Project No. 103274
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
01 33 00 - 1
DAP SUBMITTALS
Page 1 of 8
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
Mrs. Renfro’s Warehouse Addition
City Project No. 103274
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.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
01 33 00 - 2
DAP SUBMITTALS
Page 2 of 8
Mrs. Renfro’s Warehouse Addition
City Project No. 103274
d. Make submittals promptly in accordance with approved schedule, and in such
sequence as to cause no delay in the Work or in the work of any other
contractor.
B. Submittal Numbering
1. When submitting shop drawings or samples, utilize a 9-character submittal cross-
reference identification numbering system in the following manner:
a. Use the first 6 digits of the applicable Specification Section Number.
b. For the next 2 digits number use numbers 01-99 to sequentially number each
initial separate item or drawing submitted under each specific Section number.
c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e.
A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical
submittal number would be as follows:
03 30 00-08-B
1) 03 30 00 is the Specification Section for Concrete
2) 08 is the eighth initial submittal under this Specification Section
3) B is the third submission (second resubmission) of that particular shop
drawing
C. Contractor Certification
1. Review shop drawings, product data and samples, including those by
subcontractors, prior to submission to determine and verify the following:
a. Field measurements
b. Field construction criteria
c. Catalog numbers and similar data
d. Conformance with the Contract Documents
2. Provide each shop drawing, sample and product data submitted by the Contractor
with a Certification Statement affixed including:
a. The Contractor's Company name
b. Signature of submittal reviewer
c. Certification Statement
1) “By this submittal, I hereby represent that I have determined and verified
field measurements, field construction criteria, materials, dimensions,
catalog numbers and similar data and I have checked and coordinated each
item with other applicable approved shop drawings."
D. Submittal Format
1. Fold shop drawings larger than 8 ½ inches x 11 inches to 8 ½ inches x 11inches.
2. Bind shop drawings and product data sheets together.
3. Order
a. Cover Sheet
1) Description of Packet
2) Contractor Certification
b. List of items / Table of Contents
c. Product Data /Shop Drawings/Samples /Calculations
E. Submittal Content
1. The date of submission and the dates of any previous submissions
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
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DAP SUBMITTALS
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Mrs. Renfro’s Warehouse Addition
City Project No. 103274
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
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
01 33 00 - 4
DAP SUBMITTALS
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Mrs. Renfro’s Warehouse Addition
City Project No. 103274
7) Standard wiring diagrams
8) Printed performance curves and operational-range diagrams
9) Production or quality control inspection and test reports and certifications
10) Mill reports
11) Product operating and maintenance instructions and recommended
spare-parts listing and printed product warranties
12) As applicable to the Work
H. Samples
1. As specified in individual Sections, include, but are not necessarily limited to:
a. Physical examples of the Work such as:
1) Sections of manufactured or fabricated Work
2) Small cuts or containers of materials
3) Complete units of repetitively used products color/texture/pattern swatches
and range sets
4) Specimens for coordination of visual effect
5) Graphic symbols and units of Work to be used by the City for independent
inspection and testing, as applicable to the Work
I. Do not start Work requiring a shop drawing, sample or product data nor any material to
be fabricated or installed prior to the approval or qualified approval of such item.
1. Fabrication performed, materials purchased or on-site construction accomplished
which does not conform to approved shop drawings and data is at the Contractor's
risk.
2. The City will not be liable for any expense or delay due to corrections or remedies
required to accomplish conformity.
3. Complete project Work, materials, fabrication, and installations in conformance
with approved shop drawings, applicable samples, and product data.
J. Submittal Distribution
1. Electronic Distribution
a. Confirm development of Project directory for electronic submittals to be
uploaded to City’s Buzzsaw site, or another external FTP site approved by the
City.
b. Shop Drawings
1) Upload submittal to designated project directory and notify appropriate
City representatives via email of submittal posting.
2) Hard Copies
a) 3 copies for all submittals
b) If Contractor requires more than 1 hard copy of Shop Drawings
returned, Contractor shall submit more than the number of copies listed
above.
c. Product Data
1) Upload submittal to designated project directory and notify appropriate
City representatives via email of submittal posting.
2) Hard Copies
a) 3 copies for all submittals
d. Samples
1) Distributed to the Project Representative
2. Hard Copy Distribution (if required in lieu of electronic distribution)
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
01 33 00 - 5
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Mrs. Renfro’s Warehouse Addition
City Project No. 103274
a. Shop Drawings
1) Distributed to the City
2) Copies
a) 8 copies for mechanical submittals
b) 7 copies for all other submittals
c) If Contractor requires more than 3 copies of Shop Drawings returned,
Contractor shall submit more than the number of copies listed above.
b. Product Data
1) Distributed to the City
2) Copies
a) 4 copies
c. Samples
1) Distributed to the Project Representative
2) Copies
a) Submit the number stated in the respective Specification Sections.
3. Distribute reproductions of approved shop drawings and copies of approved
product data and samples, where required, to the job site file and elsewhere as
directed by the City.
a. Provide number of copies as directed by the City but not exceeding the number
previously specified.
K. Submittal Review
1. The review of shop drawings, data and samples will be for general conformance
with the design concept and Contract Documents. This is not to be construed as:
a. Permitting any departure from the Contract requirements
b. Relieving the Contractor of responsibility for any errors, including details,
dimensions, and materials
c. Approving departures from details furnished by the City, except as otherwise
provided herein
2. The review and approval of shop drawings, samples or product data by the City
does not relieve the Contractor from his/her responsibility with regard to the
fulfillment of the terms of the Contract.
a. All risks of error and omission are assumed by the Contractor, and the City will
have no responsibility therefore.
3. The Contractor remains responsible for details and accuracy, for coordinating the
Work with all other associated work and trades, for selecting fabrication processes,
for techniques of assembly and for performing Work in a safe manner.
4. If the shop drawings, data or samples as submitted describe variations and show a
departure from the Contract requirements which City finds to be in the interest of
the City and to be so minor as not to involve a change in Contract Price or time for
performance, the City may return the reviewed drawings without noting an
exception.
5. Submittals will be returned to the Contractor under 1 of the following codes:
a. Code 1
1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or
comments on the submittal.
a) When returned under this code the Contractor may release the
equipment and/or material for manufacture.
b. Code 2
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
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Mrs. Renfro’s Warehouse Addition
City Project No. 103274
1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of
the notations and comments IS NOT required by the Contractor.
a) The Contractor may release the equipment or material for manufacture;
however, all notations and comments must be incorporated into the
final product.
c. Code 3
1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is
assigned when notations and comments are extensive enough to require a
resubmittal of the package.
a) The Contractor may release the equipment or material for manufacture;
however, all notations and comments must be incorporated into the
final product.
b) This resubmittal is to address all comments, omissions and
non-conforming items that were noted.
c) Resubmittal is to be received by the City within 15 Calendar Days of
the date of the City's transmittal requiring the resubmittal.
d. Code 4
1) "NOT APPROVED" is assigned when the submittal does not meet the
intent of the Contract Documents.
a) The Contractor must resubmit the entire package revised to bring the
submittal into conformance.
b) It may be necessary to resubmit using a different manufacturer/vendor
to meet the Contract Documents.
6. Resubmittals
a. Handled in the same manner as first submittals
1) Corrections other than requested by the City
2) Marked with revision triangle or other similar method
a) At Contractor’s risk if not marked
b. Submittals for each item will be reviewed no more than twice at the City’s
expense.
1) All subsequent reviews will be performed at times convenient to the City
and at the Contractor's expense, based on the City's or City
Representative’s then prevailing rates.
2) Provide Contractor reimbursement to the City within 30 Calendar Days for
all such fees invoiced by the City.
c. The need for more than 1 resubmission or any other delay in obtaining City's
review of submittals, will not entitle the Contractor to an extension of Contract
Time.
7. Partial Submittals
a. City reserves the right to not review submittals deemed partial, at the City’s
discretion.
b. Submittals deemed by the City to be not complete will be returned to the
Contractor, and will be considered "Not Approved" until resubmitted.
c. The City may at its option provide a list or mark the submittal directing the
Contractor to the areas that are incomplete.
8. If the Contractor considers any correction indicated on the shop drawings to
constitute a change to the Contract Documents, then written notice must be
provided thereof to the Developer at least 7 Calendar Days prior to release for
manufacture.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
01 33 00 - 7
DAP SUBMITTALS
Page 7 of 8
Mrs. Renfro’s Warehouse Addition
City Project No. 103274
9. When the shop drawings have been completed to the satisfaction of the City, the
Contractor may carry out the construction in accordance therewith and no further
changes therein except upon written instructions from the City.
10. Each submittal, appropriately coded, will be returned within 30 Calendar Days
following receipt of submittal by the City.
L. Mock ups
1. Mock Up units as specified in individual Sections, include, but are not necessarily
limited to, complete units of the standard of acceptance for that type of Work to be
used on the Project. Remove at the completion of the Work or when directed.
M. Qualifications
1. If specifically required in other Sections of these Specifications, submit a P.E.
Certification for each item required.
N. Request for Information (RFI)
1. Contractor Request for additional information
a. Clarification or interpretation of the contract documents
b. When the Contractor believes there is a conflict between Contract Documents
c. When the Contractor believes there is a conflict between the Drawings and
Specifications
1) Identify the conflict and request clarification
2. Sufficient information shall be attached to permit a written response without further
information.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised August 30, 2013
01 33 00 - 8
DAP SUBMITTALS
Page 8 of 8
Mrs. Renfro’s Warehouse Addition
City Project No. 103274
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days
01 35 13 - 1
DAP SPECIAL PROJECT PROCEDURES
Page 1 of 7
CITY OF FORT WORTH Mrs. Renfro’s Warehouse Addition
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103274
Revised August, 30, 2013
SECTION 01 35 13 1
SPECIAL PROJECT PROCEDURES 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. The procedures for special project circumstances that includes, but is not limited to: 6
a. Coordination with the Texas Department of Transportation 7
b. Work near High Voltage Lines 8
c. Confined Space Entry Program 9
d. Air Pollution Watch Days 10
e. Use of Explosives, Drop Weight, Etc. 11
f. Water Department Notification 12
g. Public Notification Prior to Beginning Construction 13
h. Coordination with United States Army Corps of Engineers 14
i. Coordination within Railroad permits areas 15
j. Dust Control 16
k. Employee Parking 17
18
B. Deviations from this City of Fort Worth Standard Specification 19
1. None. 20
C. Related Specification Sections include, but are not necessarily limited to: 21
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 22
2. Division 1 – General Requirements 23
3. Section 33 12 25 – Connection to Existing Water Mains 24
25
1.2 REFERENCES 26
A. Reference Standards 27
1. Reference standards cited in this Specification refer to the current reference 28
standard published at the time of the latest revision date logged at the end of this 29
Specification, unless a date is specifically cited. 30
2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 31
High Voltage Overhead Lines. 32
3. North Central Texas Council of Governments (NCTCOG) – Clean Construction 33
Specification 34
1.3 ADMINISTRATIVE REQUIREMENTS 35
A. Coordination with the Texas Department of Transportation 36
1. When work in the right-of-way which is under the jurisdiction of the Texas 37
Department of Transportation (TxDOT): 38
a. Notify the Texas Department of Transportation prior to commencing any work 39
therein in accordance with the provisions of the permit 40
01 35 13 - 2
DAP SPECIAL PROJECT PROCEDURES
Page 2 of 7
CITY OF FORT WORTH Mrs. Renfro’s Warehouse Addition
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103274
Revised August, 30, 2013
b. All work performed in the TxDOT right-of-way shall be performed in 1
compliance with and subject to approval from the Texas Department of 2
Transportation 3
B. Work near High Voltage Lines 4
1. Regulatory Requirements 5
a. All Work near High Voltage Lines (more than 600 volts measured between 6
conductors or between a conductor and the ground) shall be in accordance with 7
Health and Safety Code, Title 9, Subtitle A, Chapter 752. 8
2. Warning sign 9
a. Provide sign of sufficient size meeting all OSHA requirements. 10
3. Equipment operating within 10 feet of high voltage lines will require the following 11
safety features 12
a. Insulating cage-type of guard about the boom or arm 13
b. Insulator links on the lift hook connections for back hoes or dippers 14
c. Equipment must meet the safety requirements as set forth by OSHA and the 15
safety requirements of the owner of the high voltage lines 16
4. Work within 6 feet of high voltage electric lines 17
a. Notification shall be given to: 18
1) The power company (example: ONCOR) 19
a) Maintain an accurate log of all such calls to power company and record 20
action taken in each case. 21
b. Coordination with power company 22
1) After notification coordinate with the power company to: 23
a) Erect temporary mechanical barriers, de-energize the lines, or raise or 24
lower the lines 25
c. No personnel may work within 6 feet of a high voltage line before the above 26
requirements have been met. 27
C. Confined Space Entry Program 28
1. Provide and follow approved Confined Space Entry Program in accordance with 29
OSHA requirements. 30
2. Confined Spaces include: 31
a. Manholes 32
b. All other confined spaces in accordance with OSHA’s Permit Required for 33
Confined Spaces 34
D. Use of Explosives, Drop Weight, Etc. 35
1. When Contract Documents permit on the project the following will apply: 36
a. Public Notification 37
1) Submit notice to City and proof of adequate insurance coverage, 24 hours 38
prior to commencing. 39
2) Minimum 24 hour public notification in accordance with Section 01 31 13 40
E. Water Department Coordination 41
1. During the construction of this project, it will be necessary to deactivate, for a 42
period of time, existing lines. The Contractor shall be required to coordinate with 43
the Water Department to determine the best times for deactivating and activating 44
those lines. 45
01 35 13 - 3
DAP SPECIAL PROJECT PROCEDURES
Page 3 of 7
CITY OF FORT WORTH Mrs. Renfro’s Warehouse Addition
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103274
Revised August, 30, 2013
2. Coordinate any event that will require connecting to or the operation of an existing 1
City water line system with the City’s representative. 2
a. Coordination shall be in accordance with Section 33 12 25. 3
b. If needed, obtain a hydrant water meter from the Water Department for use 4
during the life of named project. 5
c. In the event that a water valve on an existing live system be turned off and on 6
to accommodate the construction of the project is required, coordinate this 7
activity through the appropriate City representative. 8
1) Do not operate water line valves of existing water system. 9
a) Failure to comply will render the Contractor in violation of Texas Penal 10
Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 11
will be prosecuted to the full extent of the law. 12
b) In addition, the Contractor will assume all liabilities and 13
responsibilities as a result of these actions. 14
F. Public Notification Prior to Beginning Construction 15
1. Prior to beginning construction on any block in the project, on a block by block 16
basis, prepare and deliver a notice or flyer of the pending construction to the front 17
door of each residence or business that will be impacted by construction. The notice 18
shall be prepared as follows: 19
a. Post notice or flyer 7 days prior to beginning any construction activity on each 20
block in the project area. 21
1) Prepare flyer on the Contractor’s letterhead and include the following 22
information: 23
a) Name of Project 24
b) City Project No (CPN) 25
c) Scope of Project (i.e. type of construction activity) 26
d) Actual construction duration within the block 27
e) Name of the contractor’s foreman and phone number 28
f) Name of the City’s inspector and phone number 29
g) City’s after-hours phone number 30
2) A sample of the ‘pre-construction notification’ flyer is attached as Exhibit 31
A. 32
3) Submit schedule showing the construction start and finish time for each 33
block of the project to the inspector. 34
4) Deliver flyer to the City Inspector for review prior to distribution. 35
b. No construction will be allowed to begin on any block until the flyer is 36
delivered to all residents of the block. 37
G. Public Notification of Temporary Water Service Interruption during Construction 38
1. In the event it becomes necessary to temporarily shut down water service to 39
residents or businesses during construction, prepare and deliver a notice or flyer of 40
the pending interruption to the front door of each affected resident. 41
2. Prepared notice as follows: 42
a. The notification or flyer shall be posted 24 hours prior to the temporary 43
interruption. 44
b. Prepare flyer on the contractor’s letterhead and include the following 45
information: 46
1) Name of the project 47
2) City Project Number 48
01 35 13 - 4
DAP SPECIAL PROJECT PROCEDURES
Page 4 of 7
CITY OF FORT WORTH Mrs. Renfro’s Warehouse Addition
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103274
Revised August, 30, 2013
3) Date of the interruption of service 1
4) Period the interruption will take place 2
5) Name of the contractor’s foreman and phone number 3
6) Name of the City’s inspector and phone number 4
c. A sample of the temporary water service interruption notification is attached as 5
Exhibit B. 6
d. Deliver a copy of the temporary interruption notification to the City inspector 7
for review prior to being distributed. 8
e. No interruption of water service can occur until the flyer has been delivered to 9
all affected residents and businesses. 10
f. Electronic versions of the sample flyers can be obtained from the Project 11
Construction Inspector. 12
H. Coordination with United States Army Corps of Engineers (USACE) 13
1. At locations in the Project where construction activities occur in areas where 14
USACE permits are required, meet all requirements set forth in each designated 15
permit. 16
I. Coordination within Railroad Permit Areas 17
1. At locations in the project where construction activities occur in areas where 18
railroad permits are required, meet all requirements set forth in each designated 19
railroad permit. This includes, but is not limited to, provisions for: 20
a. Flagmen 21
b. Inspectors 22
c. Safety training 23
d. Additional insurance 24
e. Insurance certificates 25
f. Other employees required to protect the right-of-way and property of the 26
Railroad Company from damage arising out of and/or from the construction of 27
the project. Proper utility clearance procedures shall be used in accordance 28
with the permit guidelines. 29
2. Obtain any supplemental information needed to comply with the railroad’s 30
requirements. 31
J. Dust Control 32
1. Use acceptable measures to control dust at the Site. 33
a. If water is used to control dust, capture and properly dispose of waste water. 34
b. If wet saw cutting is performed, capture and properly dispose of slurry. 35
K. Employee Parking 36
1. Provide parking for employees at locations approved by the City. 37
38
01 35 13 - 5
DAP SPECIAL PROJECT PROCEDURES
Page 5 of 7
CITY OF FORT WORTH Mrs. Renfro’s Warehouse Addition
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103274
Revised August, 30, 2013
1.4 SUBMITTALS [NOT USED] 1
1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2
1.6 CLOSEOUT SUBMITTALS [NOT USED] 3
1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4
1.8 QUALITY ASSURANCE [NOT USED] 5
1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6
1.10 FIELD [SITE] CONDITIONS [NOT USED] 7
1.11 WARRANTY [NOT USED] 8
PART 2 - PRODUCTS [NOT USED] 9
PART 3 - EXECUTION [NOT USED] 10
END OF SECTION 11
12
Revision Log
DATE NAME SUMMARY OF CHANGE
8/31/2012 D. Johnson
1.3.B – Added requirement of compliance with Health and Safety Code, Title 9.
Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines.
13
01 35 13 - 6
DAP SPECIAL PROJECT PROCEDURES
Page 6 of 7
CITY OF FORT WORTH Mrs. Renfro’s Warehouse Addition
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103274
Revised August, 30, 2013
EXHIBIT A 1
(To be printed on Contractor’s Letterhead) 2
3
4
5
Date: 6
7
CPN No.: 8
Project Name: 9
Mapsco Location: 10
Limits of Construction: 11
12
13
14
15
16
THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT 17
WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR 18
PROPERTY. 19
20
CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE 21
OF THIS NOTICE. 22
23
IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER 24
ISSUE, PLEASE CALL: 25
26
27
Mr. <CONTRACTOR’S SUPERINTENDENT> AT <TELEPHONE NO.> 28
29
OR 30
31
Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> 32
33
AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 34
35
PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL 36
37
01 35 13 - 7
DAP SPECIAL PROJECT PROCEDURES
Page 7 of 7
CITY OF FORT WORTH Mrs. Renfro’s Warehouse Addition
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 103274
Revised August, 30, 2013
EXHIBIT B 1
2
3
4
01 45 23
DAP TESTING AND INSPECTION SERVICES
Page 1 of 2
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised March 20, 2020
Mrs. Renfro’s Warehouse Addition
City Project No. 103274
SECTION 01 45 23
TESTING AND INSPECTION SERVICES
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Testing and inspection services procedures and coordination
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
a. Contractor is responsible for performing, coordinating, and payment of all
Quality Control testing.
b. City is responsible for performing and payment for first set of Quality
Assurance testing.
1) If the first Quality Assurance test performed by the City fails, the
Contractor is responsible for payment of subsequent Quality Assurance
testing until a passing test occurs.
a) Final acceptance will not be issued by City until all required payments
for testing by Contractor have been paid in full.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Testing
1. Complete testing in accordance with the Contract Documents.
2. Coordination
a. When testing is required to be performed by the City, notify City, sufficiently
in advance, when testing is needed.
b. When testing is required to be completed by the Contractor, notify City,
sufficiently in advance, that testing will be performed.
3. Distribution of Testing Reports
a. Electronic Distribution
1) Confirm development of Project directory for electronic submittals to be
uploaded to the City’s document management system, or another form of
distribution approved by the City.
01 45 23
DAP TESTING AND INSPECTION SERVICES
Page 2 of 2
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised March 20, 2020
Mrs. Renfro’s Warehouse Addition
City Project No. 103274
2) Upload test reports to designated project directory and notify appropriate
City representatives via email of submittal posting.
3) Hard Copies
a) 1 copy for all submittals submitted to the Project Representative
b. Hard Copy Distribution (if required in lieu of electronic distribution)
1) Tests performed by City
a) Distribute 1 hard copy to the Contractor
2) Tests performed by the Contractor
a) Distribute 3 hard copies to City’s Project Representative
4. Provide City’s Project Representative with trip tickets for each delivered load of
Concrete or Lime material including the following information:
a. Name of pit
b. Date of delivery
c. Material delivered
B. Inspection
1. Inspection or lack of inspection does not relieve the Contractor from obligation to
perform work in accordance with the Contract Documents.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
03/20/2020 D.V. Magaña Removed reference to Buzzsaw and noted that electronic submittals be uploaded
through the City’s document management system.
01 50 00 - 1
TEMPORARY FACILITIES AND CONTROLS
Page 1 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
Mrs. Renfro’s Warehouse Addition
City Project No. 103274
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
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
Mrs. Renfro’s Warehouse Addition
City Project No. 103274
01 50 00 - 2
TEMPORARY FACILITIES AND CONTROLS
Page 2 of 4
d. Contractor Payment for Construction Water
1) Obtain construction water meter from City for payment as billed by City’s
established rates.
3. Electricity and Lighting
a. Provide and pay for electric powered service as required for Work, including
testing of Work.
1) Provide power for lighting, operation of equipment, or other use.
b. Electric power service includes temporary power service or generator to maintain
operations during scheduled shutdown.
4. Telephone
a. Provide emergency telephone service at Site for use by Contractor personnel and
others performing work or furnishing services at Site.
5. Temporary Heat and Ventilation
a. Provide temporary heat as necessary for protection or completion of Work.
b. Provide temporary heat and ventilation to assure safe working conditions.
B. Sanitary Facilities
1. Provide and maintain sanitary facilities for persons on Site.
a. Comply with regulations of State and local departments of health.
2. Enforce use of sanitary facilities by construction personnel at job site.
a. Enclose and anchor sanitary facilities.
b. No discharge will be allowed from these facilities.
c. Collect and store sewage and waste so as not to cause nuisance or health problem.
d. Haul sewage and waste off-site at no less than weekly intervals and properly
dispose in accordance with applicable regulation.
3. Locate facilities near Work Site and keep clean and maintained throughout Project.
4. Remove facilities at completion of Project
C. Storage Sheds and Buildings
1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor
above ground level for materials and equipment susceptible to weather damage.
2. Storage of materials not susceptible to weather damage may be on blocks off ground.
3. Store materials in a neat and orderly manner.
a. Place materials and equipment to permit easy access for identification, inspection
and inventory.
4. Equip building with lockable doors and lighting, and provide electrical service for
equipment space heaters and heating or ventilation as necessary to provide storage
environments acceptable to specified manufacturers.
5. Fill and grade site for temporary structures to provide drainage away from temporary
and existing buildings.
6. Remove building from site prior to Final Acceptance.
D. Temporary Fencing
1. Provide and maintain for the duration or construction when required in contract
documents
E. Dust Control
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
Mrs. Renfro’s Warehouse Addition
City Project No. 103274
01 50 00 - 3
TEMPORARY FACILITIES AND CONTROLS
Page 3 of 4
1. Contractor is responsible for maintaining dust control through the duration of the
project.
a. Contractor remains on-call at all times
b. Must respond in a timely manner
F. Temporary Protection of Construction
1. Contractor or subcontractors are responsible for protecting Work from damage due to
weather.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 INSTALLATION
A. Temporary Facilities
1. Maintain all temporary facilities for duration of construction activities as needed.
3.5 [REPAIR] / [RESTORATION]
3.6 RE-INSTALLATION
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES
A. Temporary Facilities
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
Mrs. Renfro’s Warehouse Addition
City Project No. 103274
01 50 00 - 4
TEMPORARY FACILITIES AND CONTROLS
Page 4 of 4
1. Remove all temporary facilities and restore area after completion of the Work, to a
condition equal to or better than prior to start of Work.
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
01 55 26 - 1
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 1 of 3
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised July 1, 2011
Mrs. Renfro’s Warehouse Addition
City Project No. 103274
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.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised July 1, 2011
01 55 26 - 2
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 2 of 3
Mrs. Renfro’s Warehouse Addition
City Project No. 103274
1) Allow a minimum of 5 working days for permit review.
2) Contractor’s responsibility to coordinate review of Traffic Control plans for
Street Use Permit, such that construction is not delayed.
C. Modification to Approved Traffic Control
1. Prior to installation traffic control:
a. Submit revised traffic control plans to City Department Transportation and
Public Works Department.
1) Revise Traffic Control plans in accordance with Section 34 71 13.
2) Allow minimum 5 working days for review of revised Traffic Control.
3) It is the Contractor’s responsibility to coordinate review of Traffic Control
plans for Street Use Permit, such that construction is not delayed.
D. Removal of Street Sign
1. If it is determined that a street sign must be removed for construction, then contact
City Transportation and Public Works Department, Signs and Markings Division to
remove the sign.
E. Temporary Signage
1. In the case of regulatory signs, replace permanent sign with temporary sign meeting
requirements of the latest edition of the Texas Manual on Uniform Traffic Control
Devices (MUTCD).
2. Install temporary sign before the removal of permanent sign.
3. When construction is complete, to the extent that the permanent sign can be
reinstalled, contact the City Transportation and Public Works Department, Signs
and Markings Division, to reinstall the permanent sign.
F. Traffic Control Standards
1. Traffic Control Standards can be found on the City’s Buzzsaw website.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised July 1, 2011
01 55 26 - 3
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 3 of 3
Mrs. Renfro’s Warehouse Addition
City Project No. 103274
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised July 1, 2011
Mrs. Renfro’s Warehouse Addition
City Project No. 103274
01 57 13 - 1
DAP STORM WATER POLLUTION PREVENTION
Page 1 of 3
SECTION 01 57 13
STORM WATER POLLUTION PREVENTION
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Procedures for Storm Water Pollution Prevention Plans
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the
Contract
2. Division 1 – General Requirements
3. Section 31 25 00 – Erosion and Sediment Control
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Construction Activities resulting in less than 1 acre of disturbance
a. Work associated with this Item is considered subsidiary to the various Items
bid. No separate payment will be allowed for this Item.
2. Construction Activities resulting in greater than 1 acre of disturbance
a. Measurement and Payment shall be in accordance with Section 31 25 00.
1.3 REFERENCES
A. Abbreviations and Acronyms
1. Notice of Intent: NOI
2. Notice of Termination: NOT
3. Storm Water Pollution Prevention Plan: SWPPP
4. Texas Commission on Environmental Quality: TCEQ
5. Notice of Change: NOC
A. Reference Standards
1. Reference standards cited in this Specification refer to the current reference
standard published at the time of the latest revision date logged at the end of this
Specification, unless a date is specifically cited.
2. Integrated Storm Management (iSWM) Technical Manual for Construction
Controls
1.4 ADMINISTRATIVE REQUIREMENTS
A. General
1. Contractor is responsible for resolution and payment of any fines issued associated
with compliance to Stormwater Pollution Prevention Plan.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised July 1, 2011
Mrs. Renfro’s Warehouse Addition
City Project No. 103274
B. Construction Activities resulting in:
1. Less than 1 acre of disturbance
01 57 13 - 2
DAP STORM WATER POLLUTION PREVENTION
Page 2 of 3
a. Provide erosion and sediment control in accordance with Section 31 25 00 and
Drawings.
2. 1 to less than 5 acres of disturbance
a. Texas Pollutant Discharge Elimination System (TPDES) General Construction
Permit is required
b. Complete SWPPP in accordance with TCEQ requirements
1) TCEQ Small Construction Site Notice Required under general permit
TXR150000
a) Sign and post at job site
b) Prior to Preconstruction Meeting, send 1 copy to City Department of
Transportation and Public Works, Environmental Division, (817) 392-
6088.
2) Provide erosion and sediment control in accordance with:
a) Section 31 25 00
b) The Drawings
c) TXR150000 General Permit
d) SWPPP
e) TCEQ requirements
3. 5 acres or more of Disturbance
a. Texas Pollutant Discharge Elimination System (TPDES) General Construction
Permit is required
b. Complete SWPPP in accordance with TCEQ requirements
1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee
a) Sign and post at job site
b) Send copy to City Department of Transportation and Public Works,
Environmental Division, (817) 392-6088.
2) TCEQ Notice of Change required if making changes or updates to NOI
3) Provide erosion and sediment control in accordance with:
a) Section 31 25 00
b) The Drawings
c) TXR150000 General Permit
d) SWPPP
e) TCEQ requirements
4) Once the project has been completed and all the closeout requirements of
TCEQ have been met a TCEQ Notice of Termination can be submitted.
a) Send copy to City Department of Transportation and Public Works,
Environmental Division, (817) 392-6088.
1.5 SUBMITTALS
A. SWPPP
1. Submit in accordance with Section 01 33 00, except as stated herein.
a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City
as follows:
1) 1 copy to the City Project Manager
a) City Project Manager will forward to the City Department of
Transportation and Public Works, Environmental Division for review
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised July 1, 2011
Mrs. Renfro’s Warehouse Addition
City Project No. 103274
B. Modified SWPPP
01 57 13 - 3
DAP STORM WATER POLLUTION PREVENTION
Page 3 of 3
1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City
in accordance with Section 01 33 00.
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
01 60 00
DAP PRODUCT REQUIREMENTS
Page 1 of 2
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised March 20, 2020
Mrs. Renfro’s Warehouse Addition
City Project No. 103274
SECTION 01 60 00
PRODUCT REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. References for Product Requirements and City Standard Products List
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES [NOT USED]
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A list of City approved products for use is available through the City’s website at:
https://apps.fortworthtexas.gov/ProjectResources/ and following the directory
path: 02 - Construction Documents\Standard Products List
A. Only products specifically included on City’s Standard Product List in these Contract
Documents shall be allowed for use on the Project.
1. Any subsequently approved products will only be allowed for use upon specific
approval by the City.
B. Any specific product requirements in the Contract Documents supersede similar
products included on the City’s Standard Product List.
1. The City reserves the right to not allow products to be used for certain projects even
though the product is listed on the City’s Standard Product List.
C. Although a specific product is included on City’s Standard Product List, not all
products from that manufacturer are approved for use, including but not limited to, that
manufacturer’s standard product.
D. See Section 01 33 00 for submittal requirements of Product Data included on City’s
Standard Product List.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
01 60 00
DAP PRODUCT REQUIREMENTS
Page 2 of 2
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised March 20, 2020
Mrs. Renfro’s Warehouse Addition
City Project No. 103274
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
10/12/12 D. Johnson Modified Location of City’s Standard Product List
4/7/2014 M.Domenech Revised for DAP application
03/20/2020 D.V. Magaña Removed reference to Buzzsaw and noted that the City approved products list is
accessible through the City’s website.
01 66 00 - 1
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 1 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised April 7, 2014
Mrs. Renfro’s Warehouse Addition
City Project No. 103274
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.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised April 7, 2014
01 66 00 - 2
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 2 of 4
Mrs. Renfro’s Warehouse Addition
City Project No. 103274
4. Deliver products or equipment in manufacturer's original unbroken cartons or other
containers designed and constructed to protect the contents from physical or
environmental damage.
5. Clearly and fully mark and identify as to manufacturer, item and installation
location.
6. Provide manufacturer's instructions for storage and handling.
B. Handling Requirements
1. Handle products or equipment in accordance with these Contract Documents and
manufacturer’s recommendations and instructions.
C. Storage Requirements
1. Store materials in accordance with manufacturer’s recommendations and
requirements of these Specifications.
2. Make necessary provisions for safe storage of materials and equipment.
a. Place loose soil materials and materials to be incorporated into Work to prevent
damage to any part of Work or existing facilities and to maintain free access at
all times to all parts of Work and to utility service company installations in
vicinity of Work.
3. Keep materials and equipment neatly and compactly stored in locations that will
cause minimum inconvenience to other contractors, public travel, adjoining owners,
tenants and occupants.
a. Arrange storage to provide easy access for inspection.
4. Restrict storage to areas available on construction site for storage of material and
equipment as shown on Drawings, or approved by City’s Project Representative.
5. Provide off-site storage and protection when on-site storage is not adequate.
a. Provide addresses of and access to off-site storage locations for inspection by
City’s Project Representative.
6. Do not use lawns, grass plots or other private property for storage purposes without
written permission of owner or other person in possession or control of premises.
7. Store in manufacturers’ unopened containers.
8. Neatly, safely and compactly stack materials delivered and stored along line of
Work to avoid inconvenience and damage to property owners and general public
and maintain at least 3 feet from fire hydrant.
9. Keep public and private driveways and street crossings open.
10. Repair or replace damaged lawns, sidewalks, streets or other improvements to
satisfaction of City’s Project Representative.
a. Total length which materials may be distributed along route of construction at
one time is 1,000 linear feet, unless otherwise approved in writing by City’s
Project Representative.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised April 7, 2014
01 66 00 - 3
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 3 of 4
Mrs. Renfro’s Warehouse Addition
City Project No. 103274
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 ERECTION [NOT USED]
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL
A. Tests and Inspections
1. Inspect all products or equipment delivered to the site prior to unloading.
B. Non-Conforming Work
1. Reject all products or equipment that are damaged, used or in any other way
unsatisfactory for use on the project.
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION
A. Protect all products or equipment in accordance with manufacturer's written directions.
B. Store products or equipment in location to avoid physical damage to items while in
storage.
C. Protect equipment from exposure to elements and keep thoroughly dry if required by
the manufacturer.
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised April 7, 2014
01 66 00 - 4
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 4 of 4
Mrs. Renfro’s Warehouse Addition
City Project No. 103274
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
01 74 23 - 1
DAP CLEANING
Page 1 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised April 7, 2014
Mrs. Renfro’s Warehouse Addition
City Project No. 103274
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.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised April 7, 2014
01 74 23 - 2
DAP CLEANING
Page 2 of 4
Mrs. Renfro’s Warehouse Addition
City Project No. 103274
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS
2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED]
2.2 MATERIALS
A. Cleaning Agents
1. Compatible with surface being cleaned
2. New and uncontaminated
3. For manufactured surfaces
a. Material recommended by manufacturer
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 APPLICATION [NOT USED]
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING
A. General
1. Prevent accumulation of wastes that create hazardous conditions.
2. Conduct cleaning and disposal operations to comply with laws and safety orders of
governing authorities.
3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in
storm or sanitary drains or sewers.
4. Dispose of degradable debris at an approved solid waste disposal site.
5. Dispose of nondegradable debris at an approved solid waste disposal site or in an
alternate manner approved by City and regulatory agencies.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised April 7, 2014
01 74 23 - 3
DAP CLEANING
Page 3 of 4
Mrs. Renfro’s Warehouse Addition
City Project No. 103274
6. Handle materials in a controlled manner with as few handlings as possible.
7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with
this project.
8. Remove all signs of temporary construction and activities incidental to construction
of required permanent Work.
9. If project is not cleaned to the satisfaction of the City, the City reserves the right to
have the cleaning completed at the expense of the Contractor.
10. Do not burn on-site.
B. Intermediate Cleaning during Construction
1. Keep Work areas clean so as not to hinder health, safety or convenience of
personnel in existing facility operations.
2. At maximum weekly intervals, dispose of waste materials, debris and rubbish.
3. Confine construction debris daily in strategically located container(s):
a. Cover to prevent blowing by wind
b. Store debris away from construction or operational activities
c. Haul from site at a minimum of once per week
4. Vacuum clean interior areas when ready to receive finish painting.
a. Continue vacuum cleaning on an as-needed basis, until Final Acceptance.
5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which
may become airborne or transported by flowing water during the storm.
C. Exterior (Site or Right of Way) Final Cleaning
1. Remove trash and debris containers from site.
a. Re-seed areas disturbed by location of trash and debris containers in accordance
with Section 32 92 13.
2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object
that may hinder or disrupt the flow of traffic along the roadway.
3. Clean any interior areas including, but not limited to, vaults, manholes, structures,
junction boxes and inlets.
4. If no longer required for maintenance of erosion facilities, and upon approval by
City, remove erosion control from site.
5. Clean signs, lights, signals, etc.
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised April 7, 2014
01 74 23 - 4
DAP CLEANING
Page 4 of 4
Mrs. Renfro’s Warehouse Addition
City Project No. 103274
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
01 77 19 - 1
DAP CLOSEOUT REQUIREMENTS
Page 1 of 3
CITY OF FORT WORTH
TANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised April 7, 2014
Mrs. Renfro’s Warehouse Addition
City Project No. 103274
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.
CITY OF FORT WORTH
TANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised April 7, 2014
01 77 19 - 2
DAP CLOSEOUT REQUIREMENTS
Page 2 of 3
Mrs. Renfro’s Warehouse Addition
City Project No. 103274
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
CITY OF FORT WORTH
TANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Revised April 7, 2014
01 77 19 - 3
DAP CLOSEOUT REQUIREMENTS
Page 3 of 3
Mrs. Renfro’s Warehouse Addition
City Project No. 103274
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
GEOTECHNICAL ENGINEERING STUDY
ADDITIONS TO RENFRO FOODS WAREHOUSE
815 STELLA STREET
FORT WORTH, TEXAS
Presented To:
Huitt-Zollars, Inc.
September 2020
PROJECT NO. 125-20-60
Clri ENGINEERING, INC.
J
7636 Pebble Drive
Fort Worth, Texas 7G118
www.cmjengr.com
September 29, 2020
Report No. 125-20-60
Huitt-Zollars, Inc.
500 West 7th Street, Suite 300
Fort Worth, TX 76102
Attn: Mr. Eugene Valentine, AIA
GEOTECHNICAL ENGINEERING STUDY
ADDITIONS TO RENFRO FOODS WAREHOUSE
815 STELLA STREET
FORT WORTH, TEXAS
Dear Mr. Valentine:
Submitted here are the results of a geotechnical engineering study for the referenced project. This
study was performed in general accordance with our Proposal No. 20-7746 dated July 21, 2020.
The geotechnical services were authorized via Huitt-Zollars, Inc. Subconsultant Agreement (HZ
Project#R312840.01) dated July 14, 2020.
Engineering analyses and recommendations are contained in the text section of the report. The
results of our field and laboratory services are included in the appendix of the report. We would
appreciate the opportunity to be considered for providing construction material testing services
during the construction phase of this project.
We appreciate the opportunity to be of service to Huitt-Zollars, Inc. and their consultants. Please
contact us if you have any questions or if we may be of further service at this time.
Respectfully submitted,
CMJ ENGINEERING, INC.
TEXAS FIItM REGISTRATION NO. F-9177
Matthew W. Kammerdiener, P.E.
Project Engineer
Texas No. 127818
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IATTHEW W. KAMMERDtENER;
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Patrick J. Whalen, G.I.T.
Project Geologist
Certificate No. GIT-268
copies submitted: (2) Mr. Eugene Valentine, AIA; Huitt-Zollars, Inc. (mail and email)
Phone (817) 284-9400 Fax (817) 589-9993 Metro (817) 589-9992
TABLE OF CONTENTS
Page
1.0 INTRODUCTION ------------------------------------------------------------------------------------------------------- 1
2.0 FIELD EXPLORATION AND LABORATORY TESTING ------------------------------------------------------ 2
3.0 SUBSURFACE CONDITIONS -------------------------------------------------------------------------------------- 3
4.0 FOUNDATION RECOMMENDATIONS --------------------------------------------------------------------------- 4
5.0 FLOOR SLABS & EXTERIOR FLATWORK --------------------------------------------------------------------- 8
6.0 EXPANSIVE SOIL CONSIDERATIONS ------------------------------------------------------------------------- 11
7.0 SEISMIC CONSIDERATIONS ------------------------------------------------------------------------------------- 13
8.0 RETAINING STRUCTURES ---------------------------------------------------------------------------------------- 13
9.0 EARTHWORK ---------------------------------------------------------------------------------------------------------- 17
10.0 PAVEMENTS ----------------------------------------------------------------------------------------------------------- 20
11.0 CONSTRUCTION OBSERVATIONS ----------------------------------------------------------------------------- 24
12.0 REPORT CLOSURE ------------------------------------------------------------------------------------------------- 24
APPENDIX A
Plate
Plan of Borings --------------------------------------------------------------------------------------------------------------- A.1
Unified Soil Classification System --------------------------------------------------------------------------------------- A.2
Key to Classification and Symbols -------------------------------------------------------------------------------------- A.3
Logs of Borings ------------------------------------------------------------------------------------------------------ A.4 – A.5
Free Swell Test Results ---------------------------------------------------------------------------------------------------- A.6
Report No. 125-20-60 CMJ ENGINEERING, INC.
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1.0 INTRODUCTION
1.1 Project Description
The project site is located at the existing Renfro Foods Warehouse at 815 Stella Street in Fort Worth,
Texas. The project, as currently planned, will consist of an approximate 10,000 SF warehouse
addition on the west side of the existing structure. The proposed addition will be of pre-engineered
metal building construction, one-story in height, approximately 48-feet wide by 209-feet long
immediately adjacent to the existing warehouse. The structure will have an eave height of about 27-
feet. Plate A.1, Plan of Borings, presents the project vicinity and approximate locations of the
exploration borings.
1.2 Purpose and Scope
The purpose of this geotechnical engineering study has been to determine the general subsurface
conditions, evaluate the engineering characteristics of the subsurface materials encountered, and
develop recommendations for the type or types of foundations suitable for the project.
To accomplish its intended purposes, the study has been conducted in the following phases: (1)
drilling sample borings to determine the general subsurface conditions and to obtain samples for
testing; (2) performing laboratory tests on appropriate samples to determine pertinent engineering
properties of the subsurface materials; and (3) performing engineering analyses, using the field and
laboratory data to develop geotechnical recommendations for the proposed construction.
The design is currently in progress and the locations and/or elevations of the addition could change.
Once the final design is near completion (80-percent to 90-percent stage), it is recommended that
CMJ Engineering, Inc. be retained to review those portions of the construction documents pertaining
to the geotechnical recommendations, as a means to determine that our recommendations have
been interpreted as intended.
1.3 Report Format
The text of the report is contained in Sections 1 through 12. All plates and large tables are contained
in Appendix A. The alpha-numeric plate and table numbers identify the appendix in which they
appear. Small tables of less than one page in length may appear in the body of the text and are
numbered according to the section in which they occur.
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Units used in the report are based on the English system and may include tons per square foot (tsf),
kips (1 kip = 1,000 pounds), kips per square foot (ksf), pounds per square foot (psf), pounds per
cubic foot (pcf), and pounds per square inch (psi).
2.0 FIELD EXPLORATION AND LABORATORY TESTING
2.1 Field Exploration
Subsurface materials at the project site were explored by two (2) vertical soil borings drilled to a
depth of 35 feet. The borings were drilled using continuous flight augers at the approximate locations
shown on the Plan of Borings, Plate A.1. The boring logs are included on Plates A.4 and A.5 and
keys to classifications and symbols used on the logs are provided on Plates A.2 and A.3.
Undisturbed samples of cohesive soils were obtained with nominal 3-inch diameter thin-walled
(Shelby) tube samplers at the locations shown on the logs of borings. The Shelby tube sampler
consists of a thin-walled steel tube with a sharp cutting edge connected to a head equipped with a
ball valve threaded for rod connection. The tube is pushed into the soil by the hydraulic pulldown of
the drilling rig. The soil specimens were extruded from the tube in the field, logged, tested for
consistency with a hand penetrometer, sealed, and packaged to limit loss of moisture.
The consistency of cohesive soil samples was evaluated in the field using a calibrated hand
penetrometer. In this test a 0.25-inch diameter piston is pushed into the relatively undisturbed
sample at a constant rate to a depth of 0.25 inch. The results of these tests, in tsf, are tabulated at
respective sample depths on the logs. When the capacity of the penetrometer is exceeded, the
value is tabulated as 4.5+.
To evaluate the relative density and consistency of the harder formations, a modified version of the
Texas Cone Penetration test was performed at selected locations. Texas Department of
Transportation (TxDOT) Test Method Tex-132-E specifies driving a 3-inch diameter cone with a 170-
pound hammer freely falling 24 inches. This results in 340 foot-pounds of energy for each blow.
This method was modified by utilizing a 140-pound hammer freely falling 30 inches. This results in
350 foot-pounds of energy for each hammer blow. In relatively soft materials, the penetrometer cone
is driven 1 foot and the number of blows required for each 6-inch penetration is tabulated at
respective test depths, as blows per 6 inches on the log. In hard materials (rock or rock-like), the
penetrometer cone is driven with the resulting penetrations, in inches, recorded for the first and
Report No. 125-20-60 CMJ ENGINEERING, INC.
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second 50 blows, a total of 100 blows. The penetration for the total 100 blows is recorded at the
respective testing depths on the boring logs.
2.2 Laboratory Testing
Laboratory soil tests were performed on selected representative samples recovered from the
borings. In addition to the classification tests (liquid limits and plastic limits), moisture content, unit
weight, and unconfined compression tests were performed. Results of the laboratory classification,
moisture content, unit weight, and unconfined compression tests conducted for this project are
included on the boring logs.
Swell tests were performed on specimens from selected samples of the clays. These tests were
performed to help in evaluating the swell potential of near-surface soils in the area of the proposed
addition. The results of the swell tests are presented on Plate A.6.
The above laboratory tests were performed in general accordance with applicable ASTM
procedures, or generally accepted practice.
3.0 SUBSURFACE CONDITIONS
3.1 Soil Conditions
Specific types and depths of subsurface strata encountered at the boring locations are shown on the
boring logs in Appendix A. The generalized subsurface stratigraphy encountered in the borings are
discussed below. Note that depths on the borings refer to the depth from the existing grade or ground
surface present at the time of the investigation, and the boundaries between the various soil types
are approximate.
Existing paving at the surface in the borings consisted of 6 to 8 inches of Portland cement concrete.
Soils encountered consist of dark brown, light brown, reddish brown, light reddish brown, and olive
brown, clays, silty clays, and shaly clays. The various clays contain calcareous nodules, calcareous
deposits, ironstone nodules, iron stains, and gravel. A 6-inch-thick shale seam was noted at 18 feet
in Boring B-1 within the shaly clays.
The various clay soils encountered in the borings had tested Liquid Limits (LL) ranging from 36 to 62
with Plasticity Indices (PI) ranging from 20 to 41 and are classified as CL and CH by the Unified Soil
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Classification System (USCS). The various clayey soils were generally stiff to hard (soil basis) in
consistency with pocket penetrometer values of 2.0 to over 4.5 tsf. Tested unit weight values varied
from 93 to 113 pcf and unconfined compressive strengths were 1,550 and 4,250 psf.
Gray shale was next encountered at a depth of 20 feet. The shale is considered moderately hard
and occasionally contains shaly limestone seams (rock basis), with a Texas Cone Penetrometer
(THD) value of 4½ inches of penetration for 100 hammer blows.
Gray limestone and gray shaly limestone with shale seams was next present in the borings at depths
of 24 and 25 feet and extended through boring termination at 35 feet. The limestone and shaly
limestone is considered moderately hard to hard (rock basis), with Texas Cone Penetrometer (THD)
values of 1¼ to 3¾ inches of penetration for 100 hammer blows.
The Atterberg Limits tests indicate the various clays encountered at this site are moderately active
to highly active with respect to moisture induced volume changes. Active clays can experience
volume changes (expansion or contraction) with fluctuations in their moisture content.
3.2 Groundwater Observations
The borings were drilled using continuous flight augers in order to observe groundwater seepage
during drilling. Groundwater seepage was not encountered during drilling. All borings were dry at
completion of drilling operations.
Fluctuations of the groundwater level can occur due to seasonal variations in the amount of rainfall;
site topography and runoff; hydraulic conductivity of soil strata; and other factors not evident at the
time the borings were performed. During wet periods of the year, seepage can occur in joints in the
clays or atop the gray shale. The possibility of groundwater level fluctuations should be considered
when developing the design and construction plans for the project.
4.0 FOUNDATION RECOMMENDATIONS
4.1 General Foundation Considerations
Two independent design criteria must be satisfied in the selection of the type of foundation to support
the proposed addition. First, the ultimate bearing capacity, reduced by a sufficient factor of safety,
must not be exceeded by the bearing pressure transferred to the foundation soils. Second, due to
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consolidation or expansion of the underlying soils during the operating life of the structure, total and
differential vertical movements must be within tolerable limits. The recommended foundation
alternatives for the proposed addition are discussed below.
The moisture induced volume changes associated with the moderately to highly active clays present
at this site indicate that shallow or near surface footings could be subject to differential movements
of a potentially detrimental magnitude. The most positive foundation system for the proposed
addition would be situated below the zone of most significant seasonal moisture variations. A deep
foundation system transferring column loads to a suitable bearing stratum is considered the most
positive foundation system. Straight drilled reinforced concrete shafts penetrating the gray shale or
gray limestone and shaly limestone with shale seams and layers offer a positive foundation system
and are recommended.
Care must be taken not to disturb the foundation system of the existing structure. The foundation
system of the existing structure is not known. It would be preferable that the foundation system of
the addition match the existing foundation system. These recommendations should be reviewed
once the foundation system of the existing building is determined.
Differential movements between the addition and the existing structure should be anticipated
independent of the type of foundation system used for the addition, unless both are structurally
suspended atop similar deep foundation systems.
4.2 Straight Shaft Design Parameters
4.2.1 Design Criteria
Recommendations and parameters for the design of cast-in-place straight-shaft drilled piers are
outlined below. Specific recommendations for the construction and installation of the drilled piers
are included in the following section and shall be followed during construction.
Bearing Stratum Gray SHALE or GRAY LIMESTONE AND SHALY
LIMESTONE w/ shale seams and layers
Depth of Bearing Stratum: Approximately 20 feet below existing grades
Required Penetration/Depth: All piers should penetrate the bearing stratum a minimum
of 3 feet. Deeper penetrations may be required to
develop the required load carrying capacity.
Allowable End Bearing Capacity: 18,000 psf
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Allowable Skin Friction: Applicable below a minimum penetration of 3 feet into the
gray shale, limestone or shaly limestone and below any
temporary casing; 2,500 psf for compressive loads and
1,800 psf for tensile loads.
The above values contain a safety factor of three (3). Drilled shafts should extend through any
weathered or clayey shale zones and bear only in competent, unweathered gray shale or gray
limestone and shaly limestone with shale seams and layers. A minimum pier diameter of 18 inches
is recommended.
In order to develop full load carrying capacity in skin friction, adjacent shafts (both new and existing)
should have a minimum center-to-center spacing of 3 times the diameter of the larger shaft. Closer
spacing may require some reductions in skin friction and/or changes in installation sequences.
Closely spaced shafts should be examined on a case-by-case basis. As a general guide, the design
skin friction will vary linearly from the full value at a spacing of 3 diameters to 50 percent of the design
value at 1 diameter.
Care must be taken not to disturb the existing foundation system. At minimum, no new drilled shaft
should be located within 3 diameters of any existing shaft. CMJ must evaluate drilled shaft spacings
of existing and new shafts on a case-by-case basis for decreased spacings.
Settlements for properly installed and constructed straight shafts in the gray shale or gray limestone
and shaly limestone with shale seams and layers will be primarily elastic and are estimated to be
one inch or less.
4.3 Soil Induced Uplift Loads
The drilled shafts could experience tensile loads as a result of post construction heave in the site
soils. The magnitude of these loads varies with the shaft diameter, soil parameters, and particularly
the in-situ moisture levels at the time of construction. In order to aid in the structural design of the
reinforcement, the reinforcement quantity should be adequate to resist tensile forces based on soil
adhesion equal to 1,600 psf acting over the upper 10 feet of the pier shaft. This load must be resisted
by the dead load on the shaft, continuous vertical reinforcing steel in the shaft, and a shaft adhesion
developed within the bearing strata as previously discussed. In order to aid in the structural design
of the reinforcement, minimum reinforcing should be equal to 0.5 percent of the shaft area.
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4.4 Drilled Shaft Construction Considerations.
Care must be taken not to disturb the foundation system of the existing structure.
Drilled pier construction should be monitored by a representative of the geotechnical engineer to
observe, among other things, the following items:
● Identification of bearing material
● Adequate penetration of the shaft excavation into the bearing layer
● The base and sides of the shaft excavation are clean of loose cuttings
● If seepage is encountered, whether it is of sufficient amount to require the use of
temporary steel casing. If casing is needed it is important that the field representative
observe that a high head of plastic concrete is maintained within the casing at all
times during their extraction to prevent the inflow of water
Shaft excavations should be maintained in the dry. Precautions should be taken during the
placement of reinforcing steel and concrete to prevent loose, excavated soil from falling into the
excavation. Concrete should be placed as soon as practical after completion of the drilling, cleaning,
and observation. Excavation for a drilled pier should be filled with concrete before the end of the
workday, or sooner if required to prevent deterioration of the bearing material. Prolonged exposure
or inundation of the bearing surface with water will result in changes in strength and compressibility
characteristics. If delays occur, the drilled pier excavation should be deepened as necessary and
cleaned, in order to provide a fresh bearing surface.
The concrete should have a slump of 6 inches plus or minus 1 inch. The concrete should be placed
in a manner to prevent the concrete from striking the reinforcing cage or the sides of the excavation.
Concrete should be tremied to the bottom of the excavation to control the maximum free fall of the
plastic concrete to less than 10 feet or focus the concrete between reinforcing steel to prevent
segregation.
In addition to the above guidelines, the specifications from the Association of Drilled Shaft
Contractors Inc. "Standards and Specifications for the Foundation Drilling Industry" as Revised 1999
or other recognized specifications for proper installation of drilled shaft foundation systems should
be followed.
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4.5 Grade Beams
All grade beams should be supported by the drilled shafts. A minimum 8-inch void space should be
provided beneath all grade beams to prevent contact with the swelling clay soils. This void will serve
to minimize distress resulting from swell pressures generated by the clays.
Grade beams may be cast on cardboard carton forms or formed above grade. If cardboard carton
forms are used, care should be taken to not crush the carton forms or allow the carton forms to
become wet prior to or during concrete placement operations. A soil retainer should be provided to
help prevent in-filling of this void.
Backfill against the exterior face of grade beams or panels should be properly compacted on-site
clays. Compaction should be a minimum of 93 percent of ASTM D 698, at a minimum of 2
percentage points above the optimum moisture content determined by that test. This clay fill is
intended to reduce surface water infiltration beneath the structure.
5.0 FLOOR SLABS & EXTERIOR FLATWORK
5.1 Potential Vertical Movements
Lightly loaded floor slabs and exterior flatwork placed on-grade will be subject to movement as a
result of moisture induced volume changes in the moderately to highly active clays at this site. The
clays expand (heave) with increases in moisture and contract (shrink) with decreases in moisture.
The movement typically occurs as post construction heave. The potential magnitude of the moisture
induced movements is rather indeterminate. It is influenced by the soil properties, overburden
pressures, and to a great extent by soil moisture levels at the time of construction. The greatest
potential for post-construction movement occurs when the soils are in a dry condition at the time of
construction. Based on the conditions encountered in the borings, the potential moisture induced
movements are estimated to be on the order of 4 inches for soils in a dry condition. Soil movements,
significantly larger than estimated, could occur due to inadequate site grading, poor drainage,
ponding of rainfall, and/or leaking pipelines.
5.2 Structurally Suspended Floor Slab
The most positive method of preventing slab distress due to swelling soils is to structurally suspend
the interior slab. Due to the expansion potential of the site clays we recommend that the suspended
floor slab be constructed on carton forms with a minimum 10-inch void space or crawl space.
Report No. 125-20-60 CMJ ENGINEERING, INC.
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Care should be taken to assure that the void boxes are not allowed to become wet or crushed prior
to or during concrete placement and finishing operations. Corrugated steel, placed on the top of the
carton forms, could be used to reduce the risk of crushing of the carton forms during concrete
placement and finishing operations. As a quality control measure during construction, "actual"
concrete quantities placed should be checked against "anticipated" quantities. Significant concrete
"overage" would be an early indication of a collapsed void.
If a crawl space is utilized, provision should be made to provide drainage of the crawl space below
the slab, in the event water becomes trapped or seeps into this area. Drain inlets which are tied into
the storm sewer or a sump and pump system may be necessary. Also, because of capillary moisture
buildup, proper ventilation should be provided in the crawl space below the slab. Ventilation of the
void and a vapor barrier below the floors should be provided if high humidity can cause problems
with floor tile adhesives.
Vehicle or pedestrian ramps leading up to the building should be structurally connected to the
building grade beams to avoid abrupt differential movement between the building slab and the ramps.
Transitioning details will be required at the points where ramps connect with paving and slab on-
grade elements. In addition, ramp slabs should be constructed so that slopes sufficient for effective
drainage of surface water are still provided after potential differential movements.
Differential movements between the existing structure and the addition should be anticipated unless
a structurally suspended slab is present in both the existing structure and the addition as previously
discussed.
5.3 Ground Supported Floor Slabs & Exterior Flatwork
In conjunction with drilled shafts, interior slabs and/or exterior flatwork can be placed on a prepared
subgrade. Ground-supported floor slab construction only should be considered if slab movement
can be tolerated. The level of acceptable movement varies with the user, but methods are normally
selected with the goal of limiting slab movements to about one inch or less. Reductions in anticipated
movements can be achieved by using methods developed in this area to reduce on-grade slab
movements. The more commonly used methods consist of placing non-expansive select fill beneath
the slab and moisture conditioning the soils. The use of these methods will not eliminate the risk of
unacceptable movements.
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Readers should understand that a ground-supported floor slab can heave considerably if placed on
dry, expansive clays. The installation of a minimum of 2 feet of non-expansive select fill over a
minimum of 10 feet of moisture conditioned clays should reduce potential movements to on the order
of 1 inch. Moisture conditioning can be achieved by mechanically reworking the clays as described
below. Slabs not capable of tolerating this level of movement should be structurally suspended.
These recommendations should be reviewed once a grading plan is finalized.
Strong consideration should be given to extending the moisture conditioning process beyond the
building line to include entrances, sidewalks, flatwork, pavement, porticos or any other areas
sensitive to movement. Outside the building, a single lift of select fill (6 to 8 inches) is recommended
to minimize drying during construction.
Care must be taken when excavating adjacent to existing structures in conjunction with the
mechanically reworking process. Generally, the excavation is benched several feet beyond the
existing building perimeter and sloped at 1H:1V resulting in a zone of untreated soil with a higher
movement potential. This office should be contacted for more details concerning moisture
conditioning in this area if this method is selected.
Soil treatments presented in this section are referenced as an alternative to the use of a structurally
suspended slab. The owner must fully understand that if the flatwork is placed on-grade, some
movement and resultant cracking within the flatwork may occur. This upward slab movement and
cracking is usually difficult and costly to repair and may require continued maintenance expense.
These methods of treatment are presented as an option for the owner’s consideration. The options
may or may not be practical or economically feasible, depending on the expected performance of
the proposed structure. The owner should be aware that this method will not prevent movement of
soil-supported elements and can only reduce the magnitude of the movement.
A properly engineered and constructed vapor barrier should be provided beneath slabs-on-grade
which will be carpeted or receive moisture sensitive coverings or adhesives.
In general, the following procedure is recommended to be performed to provide a moisture-
conditioned pad:
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5.3.1 Mechanical Reworking of Near-Surface Clays with 2’ Select Fill Cap
In general, the procedure is performed as follows:
1. Remove all existing pavements, surface vegetation, trees and associated root mats, organic
topsoil and any other deleterious material.
2. Excavate clays to a minimum of 11.5 feet below finished grade. Scarify the exposed clay
subgrade at the base of the excavation to a depth of 8 inches, adjust the moisture, and compact
at a minimum of 4 percentage points above optimum moisture to between 93 and 98 percent of
the Standard Proctor density (ASTM D 698). Over-compaction should not be allowed.
3. Fill pad to 2 feet below final grade using site excavated or similar clay soils with no rock fragments
are larger than 4 inches in any dimension. Compact in maximum 9-inch loose lifts at a minimum
of 4 percentage points above optimum moisture to between 93 and 98 percent of the Standard
Proctor density (ASTM D 698). Field density tests should be taken as each lift of fill material is
placed. Each lift should be compacted, tested, and documented prior to subsequent lift
placement. Over-compaction should not be allowed.
4. Complete pad fill using a minimum of 2 feet of sandy clay/clayey sand non-expansive select fill
with a Liquid Limit less than 35 and a Plasticity Index (PI) between 5 and 16. The select fill
should be compacted in maximum 9-inch loose lifts at -2 to +3 percentage points of the soil’s
optimum moisture content at a minimum of 95 percent of Standard Proctor density (ASTM D
698). The select fill should be placed within 48 hours of completing the installation of the moisture
conditioned soils.
The above earthwork operations should be continuously observed and tested by an experienced
geotechnician working in conjunction with the project geotechnical engineer.
6.0 EXPANSIVE SOIL CONSIDERATIONS
6.1 Site Drainage
An important feature of the project is to provide positive drainage away from the proposed addition.
If water is permitted to stand next to or below the structure, excessive soil movements (heave) can
occur. This could result in differential floor slab or foundation movement.
A well-designed site drainage plan is of utmost importance and surface drainage should be provided
during construction and maintained throughout the life of the structure. Consideration should be
given to the design and location of gutter downspouts, planting areas, or other features which would
produce moisture concentration adjacent to or beneath the structure or paving. Consideration should
be given to the use of self-contained, watertight planters. Joints next to the structure should be
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sealed with a flexible joint sealer to prevent infiltration of surface water. Proper maintenance should
include periodic inspection for open joints and cracks and resealing as necessary.
Rainwater collected by the gutter system should be transported by pipe to a storm drain or to a paved
area. If downspouts discharge next to the structure onto flatwork or paved areas, the area should
be watertight in order to eliminate infiltration next to the building.
6.2 Additional Design Considerations
The following information has been assimilated after examination of numerous projects constructed
in active soils throughout the area. It is presented here for your convenience. If these features are
incorporated in the overall design of the project, the performance of the structure should be improved.
• Special consideration should be given to completion items outside the building area, such
as stairs, sidewalks, signs, etc. They should be adequately designed to sustain the potential
vertical movements mentioned in the report.
• Roof drainage should be collected by a system of gutters and downspouts and transmitted
away from the structure where the water can drain away without entering the building
subgrade.
• Sidewalks should not be structurally connected to the building. They should be sloped away
from the building so that water will drain away from the structure.
• The paving and the general ground surface should be sloped away from the building on all
sides so that water will always drain away from the structure. Water should not be allowed
to pond near the building after the slab has been placed.
• Trees and deep-rooted shrubs should not be used as landscaping around the structure
perimeter as the root systems can lead to desiccation of the subgrade soils. Any existing
trees or trees to be planted should be at a distance from the building such that the building
will not fall within the drip line of the mature plants (usually one to one-and-one-half times
the mature height of the tree). If existing tree removal is not an acceptable option, a vertical
root barrier, extending to a minimum depth of 4 feet, should be constructed around the
perimeter of the foundation in proximity to the area described above.
• Every attempt should be made to limit the extreme wetting or drying of the subsurface soils
since swelling and shrinkage will result. Standard construction practices of providing good
surface water drainage should be used. A positive slope of the ground away from the
foundation should be provided to carry off the run-off water both during and after
construction.
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• Backfill for utility lines or along the perimeter beams should consist of on-site material so
that they will be stable. If the backfill is too dense or too dry, swelling may form a mound
along the ditch line. If the backfill is too loose or too wet, settlement may form a sink along
the ditch line. Either case is undesirable since several inches of movement is possible and
floor cracks are likely to result. The soils should be processed using the previously
discussed compaction criteria.
• Utility line details and fixtures must consider the potential for differential movement beneath
any piping. In conjunction with a structural slab all underground utility lines should be
isolated from expansive clays. A similar 10-inch void is recommended between the utility
bottom and underlying clay soils. This prevents the utility lines from uplifting into the
suspended slab.
7.0 SEISMIC CONSIDERATIONS
Based on the conditions encountered in the borings for the above referenced project the IBC-2016
site classification is TYPE C for seismic evaluation.
8.0 RETAINING STRUCTURES
8.1 Foundations
If the retaining walls are sensitive to movements, we recommend they be supported on a deep
foundation system as previously discussed. If previously discussed differential movements are
acceptable, the retaining wall foundations may be founded atop within stiff to hard natural clay soils
using shallow spread or continuous footings. The retaining wall foundations may be designed for an
allowable bearing pressure of 2.0 ksf. A minimum footing dimension of 2 feet is recommended. In
addition, the footing should be placed a minimum of 2 feet below lowest adjacent grade.
It should be noted that retaining wall foundations are typically subjected to non-uniform pressure
across the foundation, and possibly negative pressure (separation of foundation from soil) under a
portion of the foundation, due to the overturning moment induced by the lateral earth pressures. The
allowable foundation pressures given above are for the maximum pressure induced by the
foundation loads, and not the average pressure under the foundation base.
The exposed subgrade supporting the retaining walls must be proof-rolled following rough grading.
Proof-rolling should be accomplished with a minimum 25-ton pneumatic tired equipment making
several passes over the subgrade. Any pumping, soft soils should be overexcavated to firm material
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and properly backfilled following the recommendations in the Earthwork section. The proof rolling
operations should be observed by the project geotechnical engineer or his/her representative.
The horizontal bases of the footings will develop resistance to sliding by means of a combination of
friction and adhesion (for cohesive foundation materials). Given the nature of the foundation
materials, an adhesion of 500 psf may be used for earth formed footings. An ultimate friction factor
of 0.3 may be used to calculate sliding resistance of the footings bearing on site soils.
Sliding resistance may be increased in areas where keyways are present beneath the wall footings.
The vertical earth-formed sides of keyways will resist lateral forces by developing passive earth
pressures. A passive lateral earth pressure coefficient of 2.0 should be used for passive resistance
calculations where passive resistance is developed against a vertical earth-formed side of a keyway,
based on a soil unit weight of 125 pcf, per foot of footing height.
Foundations for the retaining walls designed in accordance with these recommendations will have a
minimum factor of safety of 3 with respect to a bearing capacity failure, and should experience a total
settlement of 1 inch or less and a differential settlement of ½ inch or less, after construction.
8.2 Lateral Earth Pressures
8.2.1 General
The retaining walls must be designed for lateral pressures including, but not necessarily limited to,
earth, water, surcharge, swelling, and vibration. In addition, the lateral pressures will be influenced
by whether the backfill is drained or undrained, and above or below the ground-water table.
8.2.2 Equivalent Fluid Pressures
Lateral earth pressures on retaining walls will depend on a variety of factors, including the type of
soils behind the wall, the condition of the soils, and the drainage conditions behind the wall.
Recommended lateral earth pressures expressed as equivalent fluid pressures, per foot of wall
height, are presented in Table 8.3.2-1 for a wall with a level backfill behind the top of the wall. The
equivalent fluid pressure for an undrained condition should be used if a drainage system is not
present to remove water trapped in the backfill and behind the wall. Pressures are provided for at-
Report No. 125-20-60 CMJ ENGINEERING, INC.
15
rest and active earth pressure conditions. In order to allow for an active condition, the top of the
wall(s) must deflect on the order of 0.4 percent.
For the select fill or free draining granular backfill, these values assume that a “full” wedge of the
material is present behind the wall. The wedge is defined where the wall backfill limits extend
outward at least 2 feet from the base of the wall and then upward on a 1H:2V slope. For narrower
backfill widths of granular or select fill soils, the equivalent fluid pressures for the on-site soils should
be used.
TABLE 8.3.2-1 – Equivalent Fluid Pressures
Backfill Material
At-Rest Equivalent
Fluid Pressure (pcf)
Active Equivalent
Fluid Pressure (pcf)
Drained Undrained Drained Undrained
Excavated on-site clay or clay fill
material 100 110 85 100
Select fill or on-site soils meeting
material specifications 65 90 50 85
Free draining granular backfill
material 50 90 35 80
8.2.3 Additional Lateral Pressures
The location and magnitude of permanent surcharge loads (if present) should be determined, and
the additional pressure generated by these loads such as the weight of construction equipment and
vehicular loads that are used at the time the structures are being built must also be considered in
the design. The effect of this or any other surcharge loading may be accounted for by adding an
additional uniform load to the full depth of the side walls equivalent to one-half of the expected vertical
surcharge intensity for select backfill materials, or equal to the full vertical surcharge intensity for clay
backfill. The equivalent fluid pressures, given here, do not include a safety factor. Analysis of
surcharge loads (if any) should be performed on a case-by-case basis. This is not included in the
scope of this study. These services can be provided as additional services upon request.
8.3 Wall Backfill Material Requirements
Granular Wall Backfill: All free draining granular wall backfill material should be a crushed stone,
sand/gravel mixture, or sand/crushed stone mixture. The material should have less than 3 percent
passing the No. 200 sieve and less than 30 percent passing the No. 40 sieve. The minus No. 40
Report No. 125-20-60 CMJ ENGINEERING, INC.
16
sieve material should be non-plastic. Granular wall backfill should not be water jetted during
installation.
Select Fill Behind Walls: All wall select backfill should consist of clayey sand and/or sandy clay
material with a plasticity index of 16 or less, with a liquid limit not exceeding 35. The select fill should
be placed in maximum 8-inch lifts and compacted to between 95 and 100 percent of Standard Proctor
density (ASTM D 698) within a moisture range of plus to minus 3 percentage points of the optimum
moisture. Compaction within five feet of the walls should be accomplished using hand compaction
equipment and should be compacted between 90 and 95 percent of the Standard Proctor Density.
On-Site Soil Backfill: For wall backfill areas with site-excavated materials or similar imported
materials, all oversized fragments larger than four inches in maximum dimension should be removed
from the backfill materials prior to placement. The backfill should be free of all organic and
deleterious materials, and should be placed in maximum 8-inch compacted lifts at a minimum of 95
percent of Standard Proctor density (ASTM D 698) within a moisture range of plus to minus 3
percentage points of optimum moisture. Compaction within five feet of the walls should be
accomplished using hand compaction equipment, and should be between 90 and 95 percent of the
Standard Proctor Density.
8.4 Wall Backfill Settlement
Settlement of the wall backfill should be anticipated. Piping and conduits through the fill should be
designed for potential soil loading due to fill settlement. Floor slabs, sidewalls, and pavements over
fills also may settle. Backfill compacted to the density recommended above is anticipated to settle
on the order of 0.2 to 0.5 percent of the fill thickness.
8.5 Wall Drainage
The design recommendations presented above assume hydrostatic pressure will not develop behind
the retaining wall. In order to achieve the drained condition for lateral earth pressure for low-
permeability walls (concrete, masonry, etc.), a vertical drainage blanket or geocomposite drainage
member must be installed adjacent to the wall on the backfill side. Drainage could be provided using
a collector pipe or weep holes near the base of the retaining wall. Drains should be properly filtered
to minimize the potential for erosion through these drains, and /or the plugging of drain lines. Design
Report No. 125-20-60 CMJ ENGINEERING, INC.
17
or specific recommendations for drainage members is beyond the scope for this study. These
services can be provided as an additional service upon request.
9.0 EARTHWORK
9.1 Site Preparation
The project site should be stripped of vegetation, roots, old construction debris, and other organic
material. It is estimated that the depth of stripping will be on the order of 4 to 6 inches. The actual
stripping depth should be based on field observations with particular attention given to old drainage
areas, uneven topography, and excessively wet soils. The stripped areas should be observed to
determine if additional excavation is required to remove weak or otherwise objectionable materials
that would adversely affect the fill placement or other construction activities.
The subgrade should be firm and able to support the construction equipment without displacement.
Soft or yielding subgrade should be corrected and made stable before construction proceeds. The
subgrade should be proof rolled to detect soft spots, which if exist, should be excavated to provide
a firm and otherwise suitable subgrade. Proof rolling should be performed using a heavy pneumatic
tired roller, loaded dump truck, or similar piece of equipment. The proof rolling operations should be
observed by the project geotechnical engineer or his/her representative.
9.2 Placement and Compaction
Fill material should be placed in loose lifts not exceeding 8 inches in uncompacted thickness. The
uncompacted lift thickness should be reduced to 4 inches for structure backfill zones requiring hand-
operated power compactors or small self-propelled compactors. The fill material should be uniform
with respect to material type and moisture content. Clods and chunks of material should be broken
down and the fill material mixed by disking, blading, or plowing, as necessary, so that a material of
uniform moisture and density is obtained for each lift. Water required for sprinkling to bring the fill
material to the proper moisture content should be applied evenly through each layer.
The on-site soils are suitable for use in general site grading. Imported fill material should be clean
soil with a Liquid Limit less than 60 and no rock greater than 4 inches in maximum dimension. The
fill materials should be free of vegetation and debris.
Report No. 125-20-60 CMJ ENGINEERING, INC.
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The fill material should be compacted to a density ranging from 95 to 100 percent of maximum dry
density as determined by ASTM D 698, Standard Proctor. In conjunction with the compacting
operation, the fill material should be brought to the proper moisture content. The moisture content
for general earth fill should range from 2 percentage points below optimum to 5 percentage points
above optimum (-2 to +5). These ranges of moisture contents are given as maximum recommended
ranges. For some soils and under some conditions, the contractor may have to maintain a more
narrow range of moisture content (within the recommended range) in order to consistently achieve
the recommended density.
Field density tests should be taken as each lift of fill material is placed. As a guide, one field density
test per lift for each 5,000 square feet of compacted area is recommended. For small areas or critical
areas, the frequency of testing may need to be increased to one test per 2,500 square feet. A
minimum of 2 tests per lift should be required. The earthwork operations should be observed and
tested on a continuing basis by an experienced geotechnician working in conjunction with the project
geotechnical engineer.
Each lift should be compacted, tested, and approved before another lift is added. The purpose of
the field density tests is to provide some indication that uniform and adequate compaction is being
obtained. The actual quality of the fill, as compacted, should be the responsibility of the contractor
and satisfactory results from the tests should not be considered as a guarantee of the quality of the
contractor's filling operations.
9.3 Trench Backfill
Trench backfill for pipelines or other utilities should be properly placed and compacted. Overly dense
or dry backfill can swell and create a mound along the completed trench line. Loose or wet backfill
can settle and form a depression along the completed trench line. Distress to overlying structures,
pavements, etc. is likely if heaving or settlement occurs. On-site soil fill material is recommended
for trench backfill. Care should be taken not to use free draining granular material, to prevent the
backfilled trench from becoming a french drain and piping surface or subsurface water beneath
structures, pipelines, or pavements. If a higher-class bedding material is required for the pipelines,
a lean concrete bedding will limit water intrusion into the trench and will not require compaction after
placement. The soil backfill should be placed in approximately 4- to 6-inch loose lifts. The density
and moisture content should be as recommended for fill in Section 9.2, Placement and Compaction,
Report No. 125-20-60 CMJ ENGINEERING, INC.
19
of this report. A minimum of one field density test should be taken per lift for each 150 linear feet of
trench, with a minimum of 2 tests per lift.
9.4 Excavation
The side slopes of excavations through the overburden soils should be made in such a manner to
provide for their stability during construction. Existing structures, pipelines or other facilities, which
are constructed prior to or during the currently proposed construction and which require excavation,
should be protected from loss of end bearing or lateral support.
Temporary construction slopes and/or permanent embankment slopes should be protected from
surface runoff water. Site grading should be designed to allow drainage at planned areas where
erosion protection is provided, instead of allowing surface water to flow down unprotected slopes.
Trench safety recommendations are beyond the scope of this report. The contractor must comply
with all applicable safety regulations concerning trench safety and excavations including, but not
limited to, OSHA regulations.
9.5 Acceptance of Imported Fill
Any soil imported from off-site sources should be tested for compliance with the recommendations
for the particular application and approved by the project geotechnical engineer prior to the materials
being used. The owner should also require the contractor to obtain a written, notarized certification
from the landowner of each proposed off-site soil borrow source stating that to the best of the
landowner's knowledge and belief there has never been contamination of the borrow source site with
hazardous or toxic materials. The certification should be furnished to the owner prior to proceeding
to furnish soils to the site. Soil materials derived from the excavation of underground petroleum
storage tanks should not be used as fill on this project.
9.6 Soil Corrosion Potential
Specific testing for soil corrosion potential was not included in the scope of this study. However,
based upon past experience on other projects in the vicinity, the soils at this site may be corrosive.
Standard construction practices for protecting metal pipe and similar facilities in contact with these
soils should be used.
Report No. 125-20-60 CMJ ENGINEERING, INC.
20
9.7 Erosion and Sediment Control
All disturbed areas should be protected from erosion and sedimentation during construction, and all
permanent slopes and other areas subject to erosion or sedimentation should be provided with
permanent erosion and sediment control facilities. All applicable ordinances and codes regarding
erosion and sediment control should be followed.
10.0 PAVEMENTS
10.1 Pavement Subgrade Preparation
Finished grades near the presently existing grade will consist of moderately to highly plastic clays.
The higher plasticity clays are subject to loss in support value with the moisture increases which occur
beneath pavement sections. They react with hydrated lime, which serves to improve and maintain their
support value. Treatment of these soils with hydrated lime will improve their subgrade characteristics
to support area paving. Lime treatment is recommended for all subgrade areas.
In lieu of a lime stabilized subgrade for pavement consisting of Portland cement concrete, the
recommended PCC pavement thicknesses presented in Section 10.2 may be increased by 2 inches
and placed atop a properly compacted subgrade.
Alternatively, in lieu of a lime stabilized subgrade, a flexible base meeting TxDOT Item 247, Type A,
Grades 1 or 2 may be utilized on an equal basis. The option of using a flexible base in lieu of lime
stabilizing the subgrade presents a relatively quick, straight forward solution to preparing the
subgrade prior to pavement placement.
Prior to lime stabilization or compaction, the subgrade should be proofrolled with heavy pneumatic
equipment. Any soft or pumping areas should be undercut to a firm subgrade and properly backfilled
as described in the Earthwork section. The stabilized subgrade should then be scarified to a minimum
depth of 6 inches and uniformly compacted to a minimum of 95 percent of Standard Proctor density
(ASTM D 698), to minus 2 to plus 4 percentage points of the optimum moisture content determined by
that test. It should then be protected and maintained in a moist condition until the pavement is placed.
The presence of gravel, calcareous nodules, and calcareous deposits in the surficial soils can
complicate mixing of the soil and lime.
Report No. 125-20-60 CMJ ENGINEERING, INC.
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We recommend a minimum of 8 percent hydrated lime be used to modify the clay subgrade soils. The
amount of hydrated lime required to stabilize the subgrade should be on the order of 36 pounds per
square yard for a 6-inch depth, based on a soil dry unit weight of 100 pcf. The hydrated lime should be
thoroughly mixed and blended with the upper 6 inches of the clay subgrade (TxDOT Item 260). The
hydrated lime should meet the requirements of Item 260 in the Texas Department of Transportation
(TxDOT) Standard Specifications for Construction of Highways, Streets and Bridges, 2014 Edition.
Lime treatment should extend beyond exposed pavement edges to reduce the effects of shrinkage and
associated loss of subgrade support.
We recommend that subgrade stabilization extend to at least one foot beyond pavement edges to
aid in reducing pavement movements and cracking along the curb line due to seasonal moisture
variations after construction. Each construction area should be shaped to allow drainage of surface
water during earthwork operations, and surface water should be pumped immediately from each
construction area after each rain and a firm subgrade condition maintained. Water should not be
allowed to pond in order to prevent percolation and subgrade softening, and lime should be added
to the subgrade after removal of all surface vegetation and debris. Sand should be specifically
prohibited beneath pavement areas, since these more porous soils can allow water inflow, resulting
in heave and strength loss of subgrade soils (lime stabilized soil will be allowed for fine grading).
After fine grading each area in preparation for paving, the subgrade surface should be lightly
moistened, as needed, and recompacted to obtain a tight non-yielding subgrade.
Surface drainage is critical to the performance of this pavement. Water should be allowed to exit the
pavement surface quickly. All pavement construction should be performed in accordance with the
following procedures.
10.2 Pavement Sections
The project may include the construction of parking lots and/or drives. At the time of this
investigation, site paving plans or vehicle traffic studies were not available. Therefore, several rigid
and flexible pavement sections are presented for a 20-year design life based on our experience with
similar facilities for Light-Duty Parking Areas, Medium-Duty Parking Areas and Drives, and Medium-
to Heavy-Duty Drives. In general, these areas are defined as follows:
Light-Duty Parking Areas are those lots and drives subjected almost exclusively to passenger
cars, with an occasional light- to medium-duty truck (2 to 3 per week)
Report No. 125-20-60 CMJ ENGINEERING, INC.
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Medium-Duty Parking Areas and Drives are those lots subjected to a variety of light-duty vehicles
to medium-duty vehicles and an occasional heavy-duty truck to include an 85-kip fire apparatus
(1 to 2 per week).
Medium- to Heavy-Duty Drives are those drives subjected to a variety of light to heavy-duty
vehicles. These pavements include areas subject to significant truck traffic or trash vehicles.
We recommend that rigid pavements be utilized at this project whenever possible, since they tend
to provide better long-term performance when subjected to significant slow moving and turning traffic.
If asphaltic concrete pavement is used, we recommend a full depth asphaltic concrete section having a
minimum total thickness of 5 inches for light-duty parking areas and 6 inches for medium-duty parking
areas and drives. A minimum surface course thickness of 2 inches is recommended for asphaltic
concrete pavements.
If Portland cement concrete pavement is used, a minimum thickness of 5 inches of concrete is
recommended for light-duty parking areas, 6 inches for medium-duty parking areas and drives, and 7
inches for medium to heavy-duty areas.
A California Bearing Ratio or other strength tests were not performed because they were not within
the scope of our services on this project. A subgrade modulus of 100 psi was considered appropriate
for the near-surface soils. If heavier vehicles are planned, the above cross sections can be confirmed
by performing strength tests on the subgrade materials once the traffic characteristics are
established. Periodic maintenance of pavement structures normally improves the durability of the
overall pavement and enhances its expected life.
The above sections should be considered minimum pavement thicknesses and higher traffic volumes
and heavy trucks may require thicker pavement sections. Additional recommendations can be provided
after traffic volumes and loads are known. Periodic maintenance should be anticipated for minimum
pavement thickness. This maintenance should consist of sealing cracks and timely repair of isolated
distressed areas.
10.3 Pavement Material Requirements
Reinforced Portland Cement Concrete: Reinforced Portland cement concrete pavement should
consist of Portland cement concrete having a 28-day compressive strength of at least 3,500 psi. The
mix should be designed in accordance with the ACI Code 318 using 3 to 6 percent air entrainment.
Report No. 125-20-60 CMJ ENGINEERING, INC.
23
The pavement should be adequately reinforced with temperature steel and all construction joints or
expansion/contraction joints should be provided with load transfer dowels. The spacing of the joints
will depend primarily on the type of steel used in the pavement. We recommend using No. 3 steel
rebar spaced at 18 inches on center in both the longitudinal and transverse direction. Control joints
formed by sawing are recommended every 12 to 15 feet in both the longitudinal and transverse
direction. The cutting of the joints should be performed as soon as the concrete has “set-up” enough
to allow for sawing operations.
Hot Mix Asphaltic Concrete Surface Course: Item 340, Type D, Texas Department of Transportation
Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges, 2014
Edition.
Hot Mix Asphaltic Concrete Base Course: Item 340, Type A or B, Texas Department of
Transportation Standard Specifications for Construction and Maintenance of Highways, Streets, and
Bridges, 2014 Edition.
Lime Stabilized Subgrade: Lime treatment for base course (road mix) - Item 260, Texas Department
of Transportation Standard Specifications for Construction and Maintenance of Highways, Streets,
and Bridges, 2014 Edition.
Flexible Base: Crushed Stone Flexible Base – Item 247, Type A, Grades 1 or 2, Texas Department
of Transportation Standard Specifications for Construction of Maintenance of Highways, Streets, and
Bridges, 2014 Edition.
10.4 General Pavement Considerations
The design of the pavement drainage and grading should consider the potential for differential
ground movement due to future soil swelling on the order of 4 inches. In order to minimize rainwater
infiltration through the pavement surface, and thereby minimizing future upward movement of the
pavement slabs, all cracks and joints in the pavement should be sealed on a routine basis after
construction. Reduction in potential differential ground movement can be reduced as discussed in
Section 5.3. Should an intermediate level of movement reduction be desired, contact this office for
additional recommendations.
Report No. 125-20-60 CMJ ENGINEERING, INC.
24
11.0 CONSTRUCTION OBSERVATIONS
In any geotechnical investigation, the design recommendations are based on a limited amount of
information about the subsurface conditions. In the analysis, the geotechnical engineer must
assume the subsurface conditions are similar to the conditions encountered in the borings. However,
quite often during construction anomalies in the subsurface conditions are revealed. Should such
anomalies be discovered Huitt-Zollars, Inc. should immediately notify CMJ Engineering, Inc. before
proceeding further with construction to allow CMJ Engineering, Inc. to reconsider its
recommendations as necessary. It is also recommended that Huitt-Zollars, Inc. retain CMJ
Engineering, Inc. to observe earthwork and foundation installation and perform materials evaluation
during the construction phase of the project. This enables the geotechnical engineer to stay abreast
of the project and to be readily available to evaluate unanticipated conditions, to conduct additional
tests if required and, when necessary, to recommend alternative solutions to unanticipated
conditions. Until these construction phase services are performed by the project geotechnical
engineer, the recommendations contained in this report on such items as final foundation bearing
elevations, proper soil moisture condition, and other such subsurface related recommendations shall
only be considered as preliminary, and not final, recommendations.
It is proposed that construction phase observation and materials testing commence by the project
geotechnical engineer at the outset of the project. Experience has shown that the most suitable
method for procuring these services is for the owner or the owner's design engineers to contract
directly with the project geotechnical engineer. This results in a clear, direct line of communication
between the owner and the owner's design engineers and the geotechnical engineer.
12.0 REPORT CLOSURE
The boring logs shown in this report contain information related to the types of soil encountered at
specific locations and times and show lines delineating the interface between these materials. The
logs also contain our field representative's interpretation of conditions that are believed to exist in
those depth intervals between the actual samples taken. Therefore, these boring logs contain both
factual and interpretive information. Laboratory soil classification tests were also performed on
samples from selected depths in the borings. The results of these tests, along with visual-manual
procedures were used to generally classify each stratum. Therefore, it should be understood that
the classification data on the logs of borings represent visual estimates of classifications for those
portions of each stratum on which the full range of laboratory soil classification tests were not
Report No. 125-20-60 CMJ ENGINEERING, INC.
25
performed. It is not implied that these logs are representative of subsurface conditions at other
locations and times.
With regard to groundwater conditions, this report presents data on groundwater levels as they were
observed during the course of the field work. In particular, water level readings have been made in
the borings at the times and under conditions stated in the text of the report and on the boring logs.
It should be noted that fluctuations in the level of the groundwater table can occur with passage of
time due to variations in rainfall, temperature, and other factors. Also, this report does not include
quantitative information on rates of flow of groundwater into excavations, on pumping capacities
necessary to dewater the excavations, or on methods of dewatering excavations. Unanticipated soil
conditions at a construction site are commonly encountered and cannot be fully predicted by mere
soil samples, test borings or test pits. Such unexpected conditions frequently require that additional
expenditures be made by the owner to attain a properly designed and constructed project.
Therefore, provision for some contingency fund is recommended to accommodate such potential
extra cost.
The analyses, conclusions and recommendations contained in this report are based on site
conditions as they existed at the time of our field investigation and further on the assumption that the
exploratory borings are representative of the subsurface conditions throughout the site; that is, the
subsurface conditions everywhere are not significantly different from those disclosed by the borings
at the time they were completed. If, during construction, different subsurface conditions from those
encountered in our borings are observed, or appear to be present in excavations, we must be
advised promptly so that we can review these conditions and reconsider our recommendations
where necessary. If there is a substantial lapse of time between submission of this report and the
start of the work at the site, if conditions have changed due either to natural causes or to construction
operations at or adjacent to the site, or if structure locations, structural loads or finish grades are
changed, we urge that we be promptly informed and retained to review our report to determine the
applicability of the conclusions and recommendations, considering the changed conditions and/or
time lapse.
Further, it is urged that CMJ Engineering, Inc. be retained to review those portions of the plans and
specifications for this particular project that pertain to earthwork and foundations as a means to
determine whether the plans and specifications are consistent with the recommendations contained
in this report. In addition, we are available to observe construction, particularly the compaction of
Report No. 125-20-60 CMJ ENGINEERING, INC.
26
structural fill, or backfill and the construction of foundations as recommended in the report, and such
other field observations as might be necessary.
The scope of our services did not include any environmental assessment or investigation for the
presence or absence of wetlands or hazardous or toxic materials in the soil, surface water,
groundwater or air, on or below or around the site.
This report has been prepared for use in developing an overall design concept. Paragraphs,
statements, test results, boring logs, diagrams, etc. should not be taken out of context, nor utilized
without a knowledge and awareness of their intent within the overall concept of this report. The
reproduction of this report, or any part thereof, supplied to persons other than the owner, should
indicate that this study was made for design purposes only and that verification of the subsurface
conditions for purposes of determining difficulty of excavation, trafficability, etc. are responsibilities
of the contractor.
This report has been prepared for the exclusive use of Huitt-Zollars, Inc. and their consultants for
specific application to design of this project. The only warranty made by us in connection with the
services provided is that we have used that degree of care and skill ordinarily exercised under similar
conditions by reputable members of our profession practicing in the same or similar locality. No
other warranty, expressed or implied, is made or intended.
* * * *
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CMJ Pro'ect No. 125-20-60 FOrt WOrth, Texas
Fine-grained soils (More than half of material is smaller than No. 200 sieve)Sands (More than half of coarse fraction is smaller than No. 4 sieve size)Gravels (More than half of coarse fraction is larger than No. 4 sieve size)Sands with fines (Appreciable amount of fines)Clean sands (Little or no fines)Gravels with fines (Appreciable amount of fines)Clean gravels (Little or no fines)Pt
OH
CH
MH
OL
CL
ML
SC
SM
SP
SW
GC
GM
GP
GW
Grp.
Sym.
Peat and other highly organic
soils
Organic clays of medium to
high plasticity, organic silts
Inorganic clays of high
plasticity, fat clays
Inorganic silts, micaceous or
diatomaceous fine sandy or
silty soils, elastic silts
Organic silts and organic silty
clays of low plasticity
Inorganic clays of low to
medium plasticity, gravelly
clays, sandy clays, silty
clays, and lean clays
Inorganic silts and very fine
sands, rock flour, silty or
clayey fine sands, or clayey
silts with slight plasticity
Clayey sands, sand-clay
mixtures
Silty sands, sand-silt
mixtures
Poorly graded sands;
gravelly sands, little or no
fines
Well-graded sands, gravelly
sands, little or no fines
Clayey gravels, gravel-sand-
clay mixtures
Silty gravels, gravel-sand-silt
mixtures
Poorly graded gravels, gravel-
sand mixtures, little or no
fines
Well-graded gravels, gravel-
sand mixtures, little or no
fines
Typical Names
Determine percentages of sand and gravel from grain size curve. Less than 5 percent.....................................................GW, GP, SW, SP More than 12 percent....................................................GM, GC, SM, SC 5 to 12 percent...........................Borderline cases requiring dual symbolsLiquid and Plastic limits
above "A" line with P.I.
greater than 7
Liquid and Plastic limits
below "A" line or P.I. less
than 4
Not meeting all gradation
Liquid and Plastic limits
above "A" line with P.I.
greater than 7
Liquid and Plastic limits
below "A" line or P.I.
greater than 4
Not meeting all gradation
PLATE A.2
requirements for SW
requirements for GW
UNIFIED SOIL CLASSIFICATION SYSTEMCoarse-grained soils (more than half of the material is larger than No. 200 sieve size)Depending on percentage of fines (fraction smaller than No. 200 sieve size), coarse-grained soils are classified as follows:Laboratory Classification Criteria
Highly Organic soilsSilts and clays (Liquid limit greater than 50)Silts and clays (Liquid limit less than 50)Liquid and plastic limits
plotting between 4 and 7
are borderline cases
requiring use of dual
symbols
Liquid and plastic limits
plotting in hatched zone
between 4 and 7 are
borderline cases
requiring use of dual
symbols
Major Divisions
0 10 20 30 40 50 60 70 80 90 1000
10
20
30
40
50
60
CL-ML4
7
CL
CH
OH and MH
ML and OL
Liquid Limit
Plasticity ChartPlasticity IndexCu= -----
D60
D10
greater than 6:CC= --------------
(D30)2
D10 x D60
between 1 and 3
Cu= -----
D60
D10
greater than 4:CC= --------------
(D30)2
D10 x D60
between 1 and 3
SOIL OR ROCK TYPES
GRAVEL LEAN CLAY LIMESTONE
SAND SANDY SHALE
SILT SILTY SANDSTONE
HIGHLY
PLASTIC CLAY CLAYEY CONGLOMERATE
Shelby
Tube Auger Split
Spoon
Rock
Core
Cone
Pen
No
Recovery
TERMS DESCRIBING CONSISTENCY, CONDITION, AND STRUCTURE OF SOIL
Fine Grained Soils (More than 50% Passing No. 200 Sieve)
Descriptive Item Penetrometer Reading, (tsf)
Soft 0.0 to 1.0
Firm 1.0 to 1.5
Stiff 1.5 to 3.0
Very Stiff 3.0 to 4.5
Hard 4.5+
Coarse Grained Soils (More than 50% Retained on No. 200 Sieve)
Penetration Resistance Descriptive Item Relative Density
(blows/foot)
0 to 4 Very Loose 0 to 20%
4 to 10 Loose 20 to 40%
10 to 30 Medium Dense 40 to 70%
30 to 50 Dense 70 to 90%
Over 50 Very Dense 90 to 100%
Soil Structure
Calcareous Contains appreciable deposits of calcium carbonate; generally nodular
Slickensided Having inclined planes of weakness that are slick and glossy in appearance
Laminated Composed of thin layers of varying color or texture
Fissured Containing cracks, sometimes filled with fine sand or silt
Interbedded Composed of alternate layers of different soil types, usually in approximately equal proportions
TERMS DESCRIBING PHYSICAL PROPERTIES OF ROCK
Hardness and Degree of Cementation
Very Soft or Plastic Can be remolded in hand; corresponds in consistency up to very stiff in soils
Soft Can be scratched with fingernail
Moderately Hard Can be scratched easily with knife; cannot be scratched with fingernail
Hard Difficult to scratch with knife
Very Hard Cannot be scratched with knife
Poorly Cemented or Friable Easily crumbled
Cemented Bound together by chemically precipitated material; Quartz, calcite, dolomite, siderite,
and iron oxide are common cementing materials.
Degree of Weathering
Unweathered Rock in its natural state before being exposed to atmospheric agents
Slightly Weathered Noted predominantly by color change with no disintegrated zones
Weathered Complete color change with zones of slightly decomposed rock
Extremely Weathered Complete color change with consistency, texture, and general appearance approaching soil
KEY TO CLASSIFICATION AND SYMBOLS PLATE A.3
62
57
40
37
27
12
22
22
17
19
20
17
93
103
112 4250
2.75
4.5+
3.25
2.0
3.0
4.5+
4.0
4.5+
100/3.75"
100/2.25"
100/1.5"
22
20
CONCRETE, 6 inches thick
CLAY, dark brown, light brown, and olive brown, w/
calcareous nodules, stiff to hard
- w/ gravel above 3'
- w/ calcareous deposits below 3'
SILTY CLAY, light brown, w/ iron seams and ironstone
nodules, very stiff
SHALY CLAY, light reddish brown and reddish brown,
w/ iron seams and ironstone nodules, very stiff to hard
- 6" thick shale seam at 18'
- dark brown below 19'
SHALE, gray, w/ occasional shaly limestone seams
LIMESTONE, gray, w/ shale seams and layers,
moderately hard to hard REC %PlasticityIndexBoring No.
Location
Stratum DescriptionDepth, Ft.CMJ
125-20-60
Water Observations
Type
SamplesLOG OF BORING NO.
B-1
B-53, w/ CFA
8-31-20
RQD %Blows/Ft. orPen Reading,T.S.F.Passing No 200Sieve, %LiquidLimit, %PlasticLimit, %MoistureContent, %Unit Dry Wt.Lbs./Cu. Ft.UnconfinedCompressionPounds/Sq. Ft.Project No. Project
Completion
Depth
Completion
Date
Surface Elevation
SymbolPLATE A.4
Additions to Renfro Foods Warehouse
Fort Worth, Texas
No seepage encountered during drilling; dry at completionSee Plate A.1
35.0'
B-1
5
10
15
20
25
30
35
ENGINEERING INC.LOG OF BORING 125-20-60.GPJ CMJ.GDT 9/29/20
36
62
20
41
20
19
20
18
20
21
22
18
103
113
106
15503.0
2.75
2.5
4.5+
4.5+
2.75
3.25
3.5
100/4.5"
100/1.25"
100/1.625"
16
21
CONCRETE, 8 inches thick
CLAY, light brown and olive brown, w/ calcareous
deposits, calcareous nodules, and gravel, stiff to very
stiff
SILTY CLAY, light reddish brown, w/ iron seams,
ironstone nodules, and gravel, hard
SHALY CLAY, light reddish brown and reddish brown,
w/ iron stains and ironstone nodules, stiff to very stiff
- hard above 8'
SHALE, gray, moderately hard
- 4" to 6" limestone layer at 20'
SHALY LIMESTONE, gray, w/ shale seams and
layers, hard REC %PlasticityIndexBoring No.
Location
Stratum DescriptionDepth, Ft.CMJ
125-20-60
Water Observations
Type
SamplesLOG OF BORING NO.
B-2
B-53, w/ CFA
8-31-20
RQD %Blows/Ft. orPen Reading,T.S.F.Passing No 200Sieve, %LiquidLimit, %PlasticLimit, %MoistureContent, %Unit Dry Wt.Lbs./Cu. Ft.UnconfinedCompressionPounds/Sq. Ft.Project No. Project
Completion
Depth
Completion
Date
Surface Elevation
SymbolPLATE A.5
Additions to Renfro Foods Warehouse
Fort Worth, Texas
No seepage encountered during drilling; dry at completionSee Plate A.1
35.0'
B-2
5
10
15
20
25
30
35
ENGINEERING INC.LOG OF BORING 125-20-60.GPJ CMJ.GDT 9/29/20
FREE SWELL TEST RESULTS
Project: Additions to Renfro Foods Warehouse
815 Stella Street – Fort Worth, Texas
Project No.: 125-20-60
Boring
No.
Depth
Interval
(ft.)
Sample
Description
Liquid
Limit
LL
Plastic
Limit
PL
Plasticity
Index
PI
Moisture
Content %
Percent
Swell
(%) Initial Final
B-1 1–2 Clay 62 22 40 26.8 30.0 1.7
B-2 14–15 Shaly Clay 62 21 41 22.0 23.5 0.9
Free swell tests performed at approximate overburden pressure
CMJ ENGINEERING, INC. PLATE A.6