HomeMy WebLinkAboutContract 56531-PM1CSC No. 56531-PM1
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 1 of 8
SECTION 00 0010
TABLE OF CONTENTS
DEVELOPER AWARDED PROJECTS
CITY OF FORT WORTH Water, Sanitary Sewer, Paving, Drainage & Street Lighting Improvements to serve Crawley Stadium
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103113
Revised March 20, 2020
Division 00 - General Conditions Last Revised
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 2 of 8
Technical Specifications listed below are included for this Project by reference and can be
viewed/downloaded from the City's website at:
ie i ��.�r i �i �: i� �
i
i�� .�� ��'��ri �i ' i C' �
Division 02 - Egistin� Conditions
Division 03 - Concrete
Division 26 - Electrical
Last Revised
CITY OF FORT WORTH Yi�ater•, Sanitary Sewer, Paving, Drarnage & Sbeet Lrghting hnprovements to serve Crowley Stadium
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103113
Revised March 20, 2020
Division 31- Earthwork
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 3 of 8
Division 33 - Utilities
33 O 1 30 Sewer and Manhole Testing 12/20/2012
33 O1 31 Closed Circuit Television (CCTV) Inspection 03/03/2016
� ��Q 12/20/2012
��� ;-� 12/20/2012
�-94-�� 12/20/2012
33-A-0-�� 12/20/2012
�-94-�9 07/O 1 /2011
33 04 40 Cleaning and Acceptance Testing of Water Mains 02/06/2013
33 04 50 Cleaning of Sewer Mains 12/20/2012
33 OS 10 Utility Trench Excavation, Embedment, and Backfill 12/12/2016
33 OS 12 Water Line Lowering 12/20/2012
33 OS 13 Frame, Cover and Grade Rings - Cast Iron O1/22/2016
33 OS 13.10 Frame, Cover and Grade Rings - Composite O1/22/2016
33 OS 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to 12/20/2012
Grade
33 OS 16 Concrete Water Vaults 12/20/2012
33 OS 17 Concrete Collars 12/20/2012
'���'--�� n..^�� T�^^^^ 12/20/2012
�-� 12/20/2012
33 OS 22 Steel Casing Pipe 12/20/2012
� ��� �� 12/20/2012
33 OS 24 Installation of Camer Pipe in Casing or Tunnel Liner Plate 06/19/2013
33 OS 26 Utility Markers/Locators 12/20/2012
33 OS 30 Location of E�usting Utilities 12/20/2012
33 11 OS Bolts, Nuts, and Gaskets 12/20/2012
33 11 10 Ductile Iron Pipe 12/20/2012
33 11 11 Ductile Iron Fittings 12/20/2012
33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe 11/16/2018
' ��� 12/20/2012
� ,
"�' '-'rT 12/20/2012
���� �xr..+„� c ......:...... i „i. +„ �;,.t, 02/14/2017
��mi-i?r �ge-�a�,e�-A4ete�s 12/20/2012
33 12 20 Resilient Seated Gate Va1ve 12/20/2012
� �m�i 12/20/2012
33 12 25 Connection to Existing Water Mains 02/06/2013
CITY OF FORT WORTH Water, Sanitary Sewer, Paving, Drainage & Sbeet Lighting Improvemen[s to serve Crowley Stadium
STANDARD CONSTRUCTION SPECIFICATiON DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103113
Revised March 20, 2020
33 12 30
33 12 40
0
0
0
333120
� ��T
� ��-�
��� '��
33 31 50
33-3� =��
33 39 10
33 39 20
� ��Q
� ��Q
� ��o
33 41 10
� ��^' -z'-r
. : ..
,:.
33 49 10
33 49 20
33 49 40
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 4 of 8
Combination Air Valve Assemblies for Potable Water Systems 12/20/2012
Fire Hydrants O1/03/2014
Water Sample Stations 12/20/2012
06/19/2013
12/20/2012
12/20/2012
12/20/2012
Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 06/19/2013
n,.i....:....i ri.i„ria„ rn��r� r�i,...,.a n.-„r.i,, r__,...:+.. c...,:+....... c,,..,,,..
z
I � 12/20/2012
12/20/2012
12/20/2012
Sanitary Sewer Service Connections and Service Line 04/26/2013
12/20/2012
Cast-in-Place Concrete Manholes 12/20/2012
Precast Concrete Manholes 12/20/2012
� 12/20/2012
12/20/2012
12/20/2012
Reinforced Concrete Storm Sewer Pipe/Culverts 07/O1 /2011
12/20/2012
11/13/2015
���e 12/20/2012
07/O 1 /2011
�exe�-�� 07/O 1 /2011
Cast-in-Place Manholes and Junction Boxes 12/20/2012
Curb and Drop Inlets 12/20/2012
Storm Draina�e Headwalls and Win�walls 07/O1/2011
CITY OF FORT WORTH Water, Sanitary Sewer, Paving, Drainage & Street Lighting Improvements to serve Crowley Stadium
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103113
Revised March 20, 2020
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 5 of 8
Appendix
GC-4.02 Subsurface and Physical Conditions
GR-01 60 00 Product Requirements
END OF SECTION
CITY OF FORT WORTH Water, Sanitary Sewer, Poving, Drainage & Street Lighh'ng Improvemenfs to serve Crowley Stadium
STANDARD CONSTRUCTION SPECIFICATTON DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103113
Revised March 20, 2020
00 42 43
DAP - BID PROPOSAL
Page 1 of5
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID
Project Item Information Bidder's Proposal
Bidlist Description Specification Unit of Bid Unit Price Bid Value
Item No. Section No. Measure Quantity
UNIT I: WATER IMPROVEMENTS
I-1 0241.0500 Remove Fence 02 41 14 LF 80 $3.00 $240.00
I-2 3125.0101 SWPPP >_ 1 acre 31 25 00 LS 1 $2,500.00 $2,500.00
I-3 3305.0109 Trench Safety 33 05 10 LF 4671 $1.00 $4,671.00
I-4 3305.1103 20" Casing By Other Than Open Cut 33 05 22 LF 121 $624.97 $75,621.37
I-5 3311.0001 Ductile Iron Water Fittings w/ Restraint 33 11 11 TON 7 $2,901.85 $20,312.95
I-6 3311.0061 4" PVC Water Pipe 33 11 12 LF 20 $25.92 $518.40
I-7 3311.0141 6" PVC Water Pipe 33 11 12 LF 12 $28.70 $344.40
I-8 3311.0261 8" PVC Water Pipe 33 11 12 LF 24 $34.13 $819.12
I-9 3311.0451 12" DIP Water 33 11 10 LF 270 $53.46 $14,434.20
I-10 3311.0457 12" DIP Water, CLSM Backfill 33 11 10 LF 92 $85.25 $7,843.00
I-11 3311.0461 12" PVC Water Pipe 33 11 12 LF 4253 $44.20 $187,982.60
I-12 3312.0001 Fire Hydrant 33 12 40 EA 9 $4,134.00 $37,206.00
I-13 3312.0002 Water Sampling Station 33 12 50 EA 1 $6,634.00 $6,634.00
I-14 3312.0106 Connection to Existing 16" Water Main 33 12 25 EA 2 $9,013.00 $18,026.00
I-15 3312.0117 Connection to Existing 4"-12" Water Main 33 12 25 EA 1 $5,823.00 $5,823.00
I-16 3312.2203 2" Water Service 33 12 10 EA 4 $2,850.00 $11,400.00
I-17 3312.2802 4" Water Meter and Vault 33 12 11 EA 1 $10,500.00 $10,500.00
I-18 3312.2803 6" Water Meter and Vault 33 12 11 EA 1 $13,760.50 $13,760.50
I-19 3312.3002 6" Gate Valve 33 12 20 EA 2 $1,385.30 $2,770.60
I-20 3312.3003 8" Gate Valve 33 12 20 EA 3 $1,730.00 $5,190.00
I-21 3312.3005 12" Gate Valve 33 12 20 EA 11 $2,940.40 $32,344.40
I-22 3471.0001 Traffic Control 34 71 13 MO 1 $7,500.00 $7,500.00
TOTAL UNIT I: WATER IMPROVEMENTS $466,441.54
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form V ersion May 22, 2019 00 42 43_Bid Proposal_DAPS
00 42 43
DAP - BID PROPOSAL
Page 2 of 5
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID
Project Item Information Bidder's Proposal
Bidlist Description Specification Unit of Bid Unit Price Bid Value
Item No. Section No. Measure Quantity
UNIT II: SANITARY SEWER IMPROVEMENTS
II-1 3301.0002 Post-CCTV Inspection 33 01 31 LF 10 $1.00 $10.00
II-2 3301.0101 Manhole Vacuum Testing 33 01 30 EA 1 $150.00 $150.00
II-3 3305.0107 Manhole Adjustment, Minor 33 05 14 EA 1 $1,500.00 $1,500.00
II-4 3305.0109 Trench Safety 33 05 10 LF 10 $1.00 $10.00
II-5 3331.4208 12" Sewer Pipe 33 11 10 LF 10 $28.18 $281.80
II-6 3339.1001 4' Manhole 33 39 10 EA 1 $3,850.00 $3,850.00
II-7 3339.0001 Epoxy Manhole Liner 33 39 60 VF 6 $350.00 $2,100.00
II-8 3339.1103 4' Extra De th Manhole 33 39 10 VF 6 $385.00 $2,310.00
TOTAL UNIT II: SANITARY SEWER IMPROVEMENTS $10,211.80
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form V ersion May 22, 2019 00 42 43_Bid Proposal_DAPS
00 42 43
DAP - BID PROPOSAL
Page 3 of 5
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID
Project Item Information Bidder's Proposal
Bidlist Description Specification Unit of Bid Unit Price Bid Value
Item No. Section No. Measure Quantity
UNIT III: DRAINAGE IMPROVEMENTS
III-1 0241.3103 21" Storm Abandonment Plug 02 41 14 EA 1 $663.00 $663.00
III-2 0241.4101 Remove 10' Recessed Inlet 02 41 14 EA 1 $982.00 $982.00
III-3 0241.4401 Remove Headwall/SET 02 41 14 EA 1 $982.00 $982.00
III-4 3123.0101 Unclassified Excavation by Plan 31 23 16 CY 6500 $2.25 $14,625.00
III-5 3137.0104 Medium Stone Riprap, dry 31 37 00 SY 124 $81.60 $10,118.40
III-6 3305.0109 Trench Safety 33 05 10 LF 940 $0.50 $470.00
III-7 3341.0201 21" RCP, Class III 33 41 10 LF 24 $59.00 $1,416.00
III-8 3341.0205 24" RCP, Class III 33 41 10 LF 552 $67.50 $37,260.00
III-9 3341.0402 42" RCP, Class III 33 41 10 LF 410 $143.40 $58,794.00
III-10 3349.0001 4' Storm Junction Box 33 49 10 EA 3 $3,635.67 $10,907.01
III-11 3349.6001 10' Recessed Inlet 33 49 20 EA 1 $4,831.00 $4,831.00
III-12 3137.0101 Concrete Riprap 31 3700 SY 20 $65.00 $1,300.00
III-13 3292.0201 Utility Service Surface Restoration Seeding 32 92 13 SY 13320 $1.80 $23,976.00
TOTAL UNIT III: DRAINAGE IMPROVEMENTS $166,324.41
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form V ersion May 22, 2019 00 42 43_Bid Proposal_DAPS
00 42 43
DAP - BID PROPOSAL
Page 4 of 5
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID
Project Item Information Bidder's Proposal
Bidlist Description Specification Unit of Bid Unit Price Bid Value
Item No. Section No. Measure Quantity
UNIT IV: PAVING IMPROVEMENTS
IV-1 0241.0100 Remove Sidewalk 02 41 13 SF 1090 $1.00 $1,090.00
IV-2 0241.1000 Remove Conc Pvmt 02 41 15 SY 205 $12.00 $2,460.00
IV-3 0241.1300 Remove Conc Curb&Gutter 02 41 15 LF 570 $7.50 $4,275.00
IV-4 3110.0101 Site Clearing 31 10 00 LS 1 $1,500.00 $1,500.00
IV-5 3123.0101 Unclassified Excavation by Plan 31 23 16 CY 3300 $3.00 $9,900.00
IV-6 3125.0101 SWPPP >_ 1 acre 31 25 00 LS 1 $2,500.00 $2,500.00
IV-7 3211.0400 Hydrated Lime 31 11 29 TN 134 $195.00 $26,130.00
IV-8 3211.0504 12" Lime Treatment 32 11 29 SY 3335 $7.50 $25,012.50
IV-9 3212.0302 2" Asphalt Pvmt Type D 32 12 16 SY 185 $31.50 $5,827.50
IV-10 3212.0508 11"Asphalt Base Type B 32 12 16 SY 185 $119.00 $22,015.00
IV-11 3213.0107 12" Conc Pvmt 32 13 13 SY 2900 $87.99 $255,171.00
IV-12 3213.0301 4" Conc Sidewalk 32 13 20 SF 6070 $5.78 $35,084.60
IV-13 3213.0402 7" Concrete Driveway 32 13 20 SF 3240 $15.75 $51,030.00
IV-14 3213.0506 Barrier Free Ramp, Type P-1 32 13 20 EA 2 $458.00 $916.00
IV-15 3216.0101 6" Conc Curb and Gutter 32 16 13 LF 180 $2.50 $450.00
IV-16 3217.0002 4" SLD Pvmt Marking HAS (Y) 32 17 23 LF 930 $4.25 $3,952.50
IV-17 3217.0003 4" BRK Pvmt Marking HAS (W) 32 17 23 LF 170 $3.50 $595.00
IV-18 3217.0201 8" SLD Pvmt Marking HAS (W) 32 17 23 LF 340 $6.65 $2,261.00
IV-19 3217.0202 8" SLD Pvmt Marking HAS (Y) 32 17 23 LF 85 $8.00 $680.00
IV-20 3217.2102 REFL Raised Marker TY I-C 32 17 23 EA 18 $12.50 $225.00
IV-21 3217.2103 REFL Raised Marker TY II-A-A 32 17 23 EA 10 $25.00 $250.00
IV-22 3217.2104 REFL Raised Marker TY II-C-R 32 17 23 EA 18 $13.75 $247.50
IV-23 3217.4307 Remove Raised Marker 32 17 23 EA 318 $2.00 $636.00
IV-24 3291.0100 Topsoil 32 91 19 CY 195 $40.00 $7,800.00
IV-25 3292.0100 Block Sod Placement 32 92 13 SY 1170 $4.75 $5,557.50
IV-26 3441.4003 Furnish/Install Alum Sign Ground Mount City Std. 34 41 30 EA 6 $500.00 $3,000.00
IV-27 3471.0001 Traffic Control 34 71 13 MO 1 $10,000.00 $10,000.00
IV-28 9999.0004 Concrete Edge/Retainer 00 00 00 LF 60 $55.00 $3,300.00
IV-29 9999.0005 Permanent End of Road Barricade 3441 30 LF 25 $45.00 $1,125.00
TOTAL UNIT IV: PAVING IMPROVEMENTS $482,991.10
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form V ersion May 22, 2019 00 42 43_Bid Proposal_DAPS
00 42 43
DAP - BID PROPOSAL
Page 5 of 5
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID
Project Item Information Bidder's Proposal
Bidlist Description Specification Unit of Bid Unit Price Bid Value
Item No. Section No. Measure Quantity
UNIT V: STREET LIGHTING IMPROVEMENTS
V-1 2605.3015 2" CONDT PVC SCH 80 (� 26 05 33 LF 680 $18.42 $12,525.60
V-2 2605.3016 2" CONDT PVC SCH 80 (B) 26 05 33 LF 100 $56.87 $5,687.00
V-3 3441.1502 Ground Box Type B, w/Apron 34 41 10 EA 5 $1,004.20 $5,021.00
V-4 3441.3003 Rdwy Illum Assmbly TY 18,18A,19, and D-40 34 41 20 EA 4 $3,960.65 $15,842.60
V-5 3441.3051 Furnish/Install LED Ligthing Fixture (137 W ATB2 34 41 20 EA 4 $600.00 $2,400.00
Cobra Head)
V-6 3441.3302 Rdwy Illum Foundation TY 3,5,6, and 8 34 41 20 EA 4 $1,432.81 $5,731.24
V-7 3441.3401 6-6-6 Triplex Alum Elec Conductor 34 41 20 LF 780 $8.28 $6,458.40
V-8 3441.3501 Salvage Street Light Pole 34 41 20 EA 2 $1,250.00 $2,500.00
TOTAL UNIT V: STREET LIGHTING IMPROVEMENTS $56,165.84
Bid Summary
UNIT I: WATER IMPROVEMENTS
UNIT II: SANITARY SEWER IMPROVEMENTS
UNIT III: DRAINAGE IMPROVEMENTS
UNIT IV: PAVING IMPROVEMENTS
UNIT V: STREET LIGHTING IMPROVEMENTS
I IAIIT\/I: TDACCl/'` cir_nin�Tnno�Pn�i���e
Total Construction
This Bid is submitted by the entity named below:
BIDDER: J�ed JOriOS
Steele & Freeman, Inc.
1301 Lawson Rd.
Fort Worth, TX 76131
Contractor agrees to complete WORK for FINAL ACCEPTANCE within
CONTRACT commences to run as provided in the General Conditions.
BY: �/ �
� V
TITLE: Sr. Project Manager
DATE: g - 6 - 21
I �1►DZ�] �9 D[�I Y [�7►1
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form V ersion May 22, 2019
200 worlang days after the date when the
$466,441.54
$10,211.80
$166,324.41
$482,991.10
$56,165.84
134.69
00 42 43_Bid Proposal_DAPS
9/22/2021
Elite Asphalt
8/30/22
00 45 26 - 1
CONTRACTOR COMPLIANC� WITH WORK�R'S COMPENSATION LAW
Page 1 of 1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
]7
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
�7
SECTION 0� 45 26
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Pursuairt to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it
provides «�arker's compensation insurance coverage for all of its employees employed on City
Project No. CPN 103113. Contractor further certifies that, pursuant to Texas Labor Code, Section
406.096(b), as amended, it will provide to City its subcontractor's certificates of coinpliance with
workei's compensation coverage.
CONTRACTOR:
Steele & Freeman, Inc
Compa.ny
1301 Lawson Rd.
Address
Fort Worth, Tx 76131
City/State/Zip
THE STATE OF TEXAS
COUNTY OF TARRANT
C
Sigi�
Title: President
(Please Print)
�
0
B FQRE ME ie tmdersi ned authorit��, on this day personally appeared
�\C, Q.Q�� �--� �1G�(� , known to me to be the person whose natne is
subscribed to the foregoi i instrument, an� acknowledged to me that he/she executed the same as
the act and deed of ���-p�,�e �'r T 2;2�yYY',�(1,� L• for the pu�poses and
consideration tlierein expressed and in the capacity therein stated.
GiV N UNDER MY HAND AND SEAL OF OFFICE this o2.a'�� day of
, 202�
'os"pYr`��;= ANGEUCA L GlAUf3ER
:?'� �:
'-*� *' My Notary ID # 12986���3
=@t•��':
':�rF;oF:�.t, F�cpires September 18, 2022 otary P lic in and for tl tate of Te�as
END OF SECTION
CITY OP PORT U�OR"CH Wnter, Sanitary Sewer, Paving, Dr�inage & Sh-eet Lighting Improvements to seive Crowley Stadium
STANDARll CONSTRUCTION SPECTFICATION DOCUMENTS CPN103113
Revised April 2, 2014
September 9, 2021
005243-2
Developer Awazded Project Agreement
Page 2 of 4
37 Article 4. CONTRACT PRICE
38 Developer agrees to pay Contractor for performance ofthe Work in accordance with the Contract
39 Documents an amount in current funds of �ne Million One Hundred Eighty Two Thousand TO���S
One Hundred Thitty-Four and Sixty-Nine Cents U
40 ($ 1, 182, 134 . 69 ).
41 Article 5. CONTRACT DOCUMENTS
42 5.1 CON'TENTS:
43 A. The Contract Documents which comprise the entire agreement between Developer and
44 Contractor conceming the Work consist of the following:
45 1. This Agreement.
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
2. Attachments to this Agreement:
a. Bid Form (As provided by Developer)
1) Proposal Form (DAP Version)
2) Prequalification Sta.tement
3) Sta,te and Federal documents (project specific)
b. Insurance ACORD Form(s)
c. Payment Bond (DAP Version)
d. Performance Bond (DAP Version)
e. Maintenance Bond (DAP Version)
f. Power of Attomey for the Bonds
g. Worker's Compensation Affidavit
h. MBE and/or SBE Commitment Form (If required)
3. Standard City General Conditions of the Construction Contract for Developer
Awarded Projects.
4. Supplementary Conditions.
61 5. Specifications specifically made a part of the Contract Documents by attachment
62 or, if not attached, as incorporated by reference and described in the Table of
63 Contents of the Project's Contract Documents.
64 6. Drawings.
65 7. Addenda.
66
67
68
69
70
71
72
73
74
8. Documentation submitted by Contractor prior to Notice of Awazd.
9. The following which may be delivered or issued after the Effective Date of the
Agreement and, if issued, become an incorporated part of the Contract Documents:
a. Notice to Proceed.
b. Field Orders.
c. Change Orders.
d. Letter of Final Acceptance.
CIT� OP I'ORT �'�'ORTH \4�ater. Sa��itary Sewer. Paviug, Drainage & Sireet Ligl�ting Improvemeuts to serve Crowley Sladium
STANDARD CONSTRUCTION SP�CIPICATION DOCUtv1�NTS — D�V�LOP�R AVl'ARD�D PROJLCTS CP1V10�1 /?
Revisad June 16.2016
005243-3
Developer Awarded Project Agreement
Page 3 of 4
75 Article 6. INDEMNIFICATION
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own
expense, the city, its of�cers, servants and employees, from and against any and all
claims arising out of, or alleged to arise out of, the work and services to be performed
by the contractor, its officers, agents, employees, subcontractors, licenses or invitees
under this contract. This indemnification nrovision is snecificallv intended to ouerate
and be effective even if it is alle�ed or proven that all or some of the damages being
sought were caused, in whole or in part, bv anv act, omission or ne�ligence of the citv.
This indemnity provision is intended to include, without limitation, indemnity for
costs, expenses and legal fees incurred by the city in defending against such claims and
causes of actions.
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
provision is snecificallv intended to onerate and be effective even if it is alleged or
proven that all or some of the dama�es being sou�ht were caused, in whole or in part,
bv any act, omission or ne�li�ence of the citv.
Article 7. MISCELLANEOUS
97 7.1 Terms.
98 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of
99 the Construction Contract for Developer Awarded Projects.
100 7.2 Assignment of Contract.
101 This Agreement, including all of the Contract Documents may not be assigned by the
102 Contractor without the advanced express written consent of the Developer.
103 7.3 Successors and Assigns.
104 Developer and Contractor each binds itself, its partners, successors, assigns and legal
105 representatives to the other party hereto, in respect to all covenairts, agreements and
106 obligations contained in the Contract Documents.
] 07 7.4 Severability.
108 An3� provision or part of the Contract Documents held to be unconstitutional; void or
109 unenforceable by a court of competent jurisdiction shall be deemed stricken; and all
110 remaining provisions shall continue to be valid and binding upon DEVELOPER and
111 CONTRACTOR.
] 12 7.5 Governing La«� and Venue.
113 This Agreement, including all of the Contract Docwnents is perforn�able in the State of
114 Texas. Venue shall be Tarrant County; Texas, or the United States District Court for the
115 Northern District of Texas, Fort Worth Division.
CITY' OF PORT WORTII \��atar, S�u�itary Sewer, Paving; Drainage & Slreet Lighting Iwprovements to seme Crowle}� Stadium
STAT'DARD CONSTRUC7'ION SP�CIPICATION llOCU�4�NTS — D�V�I,OPER A\�,�.ARD�D PROJECTS CPA�103113
Raviszd June 16, 2016
Randy Reaves
Chief Operations Officer
512 Peach Street
Crowley, TX 76036
09/09/2021 09/09/2021
Crowley Independent School District
00 62 13 - 1
PERFORMANCE BOND
Page 1 of 2
1
2
3
4
5
6
SECTION 00 6213
PERFORMANCE BOND
Bond #K40437253 M
7
THE STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS:
COUNTY OF TARRANT §
That we, Steele & Freeman, Inc . , known as
8 "Principal" herein and Federal Insurance
a corporate
9 surety(sureties, if more than one) duly authorized to do business in the State of Texas, known as
] 0 "Surety" herein (whether one or more), are held and firmly bound unto the Developer, Gowley
11 ISD, authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas
-- - —
12 munici�al corporation ("City"), in the penal sum of,
One Million One Hundred Eighty Two Thousand
13 One Hundred Thirty-Four and Sixty-Nine CentsD0111Ts ($ 1, 182 , 134 . 69 �,
14 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the
15 payment of which sum well and truly to be made jointly unto the Developer and the City as dual
16 obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly
17 and severally, firmly by these presents.
18 WHEREAS, Developer and City have entered into an Agreement for the construction of
19 community facilities in the City of Fort Worth by and through a Community Facilities
20 Agreement, CFA Number 19-0160; and
21 WHEREAS, the Principal has entered into a certain written contract with the Developer awarded
22 the 14th day of May , 20 2� which Contract is hereby referred to and made a
23 part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor
24
25
26
27
and other accessories defined by law, in the prosecution of the Work, including any Change
Orders, as provided for in said Contract designated as Water and Sanitary Sewer Improvements to
Serve Mareo Addition.
NOW, THEREFORE, the condition of this obligation is such that if the said Principal
28 shall faithfully perform it obligations under the Contract and shall in all respects duly and
29 faithfully perform the Work, including Change Orders, under the Contract, according to the plans,
30 specifications, and contract documents therein referred to, and as well during any period of
31
32
e�ctension of the Contract that may be granted on the part of the Developer and/or City, then this
obligation shall be and become null and void, otherwise to remain in full force and effect.
CITY OF FORT WORTH Water, Sanitary Sewer, Paving, Drainage & Street Lighting Improvements to serve Crowley Stadium
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN103113
Revised January 31, 2012
006213-2
PERFORMANCE BOND
Page 2 of 2
PROVIDED FURTHER, fhat if any legal action be filed on this Bond, venue shall lie in
2 Tarrant County, Texas or the United States District Court for the Northem District of Texas, Fort
3 Worth Division.
4
5
6
7
This bond is made and eaecuted in compliance with the provisions of Chapter 2253 of the
Texas Government Code, as amended, and all liabilities on this bond shall be determined in
accordance with the provisions of said statue.
IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED
8 this instrument by duly authonzed agents and officers on this the 9th day of
g— September---20 21 — — — — - -
10
11
12
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
46
47
PRINCIPAL:
Steele
:" �
ATT�', / �
5.�: �
9 � I "�— t ;�,::,:-- _ ._ `'`," — '_1
(Princ�al) Secretary
Witness as to Pnncipal
��xG��z� �,��
Witness as to Surety
Address: 13 01 Lawson Rd .
Fort Worth, Tx 76131
SURETY:
Federal Insurance Company
BY:
ignatur
Tracy Tucker, Attornev-in-Fact
Name and Title
Address: 121 N Ravner St
Ft Worth, TX 76111
Telephone Number: 817/336-8520
*Note: If signed by an officer of the Surety Company, there must be on file a certified e�rtract
from the by-laws showing that this person has authority to sign such obligation. If
Surety's physical address is different from its mailing address, both must be provided.
The date of the bond shall not be prior to the date the Contract is awarded.
CITI' OF FORT WORTH Water, Sanitary Sewer, Paving, Drainage & Street LigUtu�g Improvements io serve Crowley Siadium
STANDARD CITY CONDTTIONS — DEVELOPER AWARDED PROJECTS CPN103113
Revised January 31, 2012
Michael D. Freeman, President
Name and Title
00 62 14 - 1
PAYMENTBOND
Page 1 of 2
l
2
3
4
5
6
7
SECTION 00 6214 Bond #K40437253 M
PAYMENT BOND
THE STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS:
COUNTY OF TARRANT §
That we, Steele & Freeman, Inc . , known as
8 "Principal" herein, and Federal Insurance Company , a
9 corporate surety ( or sureties if more tha.n one), duly authorized to do business in the State of
10 Texas, known as"Surety" herein (whether one or more), are held and firmly bound unto the
11 Developer, Crowley ISD authorized to do business in Teacas "(Developer"), and the City of Fort
12 Worth, a Teacas municipal corporation ("City"), in the penal sum
One Million One Hundred Eighty Two Thousand
13 Of One Hundred Thirty-Four and Sixty-Nine CentsD011arS �� 1, 182, 134.69 �,
14 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the
15 payment of which sum well and truly be made jointl}� unto the Developer and the City as dual
16 obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly
17 and severally, firmly by these presents:
18 WHEREAS, Developer and City have entered into an Agreement for the construction of
19 community facilities in the City of Fort Worth, by and through a Community Facilities
20 Agreement, CFA Number 19-0160; and
21 WHEREA5, Principal has entered into a certain written Contract with Developer,
22 awarded the 14th day of May , 20 20 , which Contract is hereby
23 referred to and made a part hereof for all purposes as if fully set forth herein, to furnish a11
24 materials, equipment, labor and other accessories as defined by law, in the prosecution of the
25 Work as provided for in said Contract and designated as Water and Sanitary Sewer Improvements
26 to Se�ve Marco Additiorr.
27 NOW, THEREFORE, TI� CONDITION OF THIS OBLIGATION is such that if
28 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in
29 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under
30 the Contract, then this obligation shall be and become null and void; othenvise to remain in full
31 force and efFect.
CITY OF FORT WORTH W ater, Sanitary Sewer, Paving, Drainage & SVeet Lighting Improvements to serve Crowley Stadium
STANDARD CITY CONDITIONS — DEVELOPER AW ARDED PROJECTS CPN103113
Revised January 31, 2012
006214-2
PAYMENTBOND
Page 2 of 2
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
5 this instnunent by duly authorized agents and officers on this the 9th day of
6 September , 2p 21
7
PRINCIPAL:
--- — — — — �teele— &— r- ema�, - Inc .--
ATTEST: /--� , BY: -��
� ', /-' � , , Signature
+ �� , �
� ! - /<�% � ' ---�` �<� �,=r% : ,.—. _
� _� f�" �- ��-�, Michael D. Freeman, President
(Principal) Secretary Name and Title
Address: 13 O l Lawson Rd .
Fort Worth, Tx 76131
Witness as to Principal
8
9
10
11
12
13
ATI'EST:
(Surety) Secretary
� �Z��s'��
Witness as to Surety
SURETY:
Federal Insurance Com a�ny
BY:
ignature
Tracy Tucker, Attornev-in-Fact
Name and Title
Address: 121 N Rayner St
Ft Worth, TX 76111
Telephone Number: 817/336-8520
Note: If signed by an officer of the Surety, there must be on file a certified e�ract from the
bylaws showing that this person has authority to sign such obligation. If Surety's physical
address is different from its mailing address, both must be provided.
The date of the bond shall not be prior to the date the Contract is awarded.
14 END OF SECTION
CITY OF FORT WORTH Water, Saniiary Sewer, Paving, Drainage & Street Lighting Improvements to serve Crowley Stadium
STANDARD CITY CONDTI'IONS — DEVELOPER AW ARDED PROJECTS CPN103113
Revised January 31, 2012
00 62 19 - 1
MAINTENANCE BOND
Page 1 of 3
1 SECTION 00 6219 Bond #K40437253 M
2 MAINTENANCE BOND
3
4 THE STATE OF TEXAS §
5 § KNOW ALL BY THESE PRESENTS:
6 COUNTY OF TARRANT §
7 That we Steele & Freeman, Inc . , known as
8 "Principal" herein and Federal Insurance Com�any , a corporate surety
9 (sureties, if more than one) duly authorized to do business in the State of Texas, known as
10 "Surety" herein (whether one or more), are held and firmly bound unto the Developer, Crowley
---1-1--ISD,-authorized to do-business-in3'exas-(`—`Developer°')-and-the-C-ity-of-Fort Worth� T�xas- --- - -
One Million One xundred Eighty Two Thousand
12 municipal corporation ("City"), in the sum of one Hundred Thirty-Four and sixtv-Nine Cents
13 Dollars ($ _ 1, 18 2, 13 4. 6 9 ), lawfiul money of the United States, to be paid in Fort
14 Worth, Tarrant County, Texas, for payment of which sum well and truly be made jointly unto the
15 Developer and the City as dual obligees and their successors, we bind ourselves, our heirs,
16 executors, administrators, successors and assigns, jointly and severally, firmly by these presents.
17
18 WHEREAS, Developer and City ha�e entered into an Agreement for the construction of
19 community facilities in the City of Fort Worth by and through a Community Facilities
20 Agreement, CFA Number 19-0160; and
21 WHEREAS, the Principal has entered into a certain written contract with the Developer
22 awarded the ] 4t day of _ Ma� , 20 20 , which Contract is
23 hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all
24 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 Water and Sanitary Sewer
27 Improvements to Serve Marco Addition; and
�
29 WHEREAS, Principal binds itself to use such materials and to so construct the Work in
30 accordance with the plans, specifications and Contract Documents that the Work is and will
31 remain free from defects in materials or workmanship for and during the period of two (2) years
32 after the date of Fina1 Acceptance of the Work by the City ("Maintenance Period"); and
33
CITY OF FORT WORTH Water, Sanitary Sewer, Paving, Drainage & Street Lighting Improvements to serve Crowley Stadium
STANDARD CITY CONDTI'IONS - DEVELOPER AWARDED PROJECTS CPN103113
Revised January 31, 2012
006219-2
MAINTENANCE BOND
Page 2 of 3
I WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part
2 upon receiving notice from the Developer and/or CiTy of the need thereof at any time within the
3 Maintenance Period.
4
5 NOW THEREFORE, the condition of this obligation is such that if Principal shall
6 remedy any defective Work, for which timely notice was provided by Developer or City, to a
7 completion satisfactory to the City, then this obligation shall become null and void; otherwise to
8 rema.in in full force and effect.
0
10----- -P�20V-IDED;-HOW-EV-ER; -i£Principal-shall-fail-so to-repair-or-reconstruct any-timely-- — - — -
11 noticed defective Work, it is agreed that the Developer or City may cause any and a11 such
12 defective Work to be repaired aud/or reconstructed with a11 associated costs thereof being borne
13 by the Principal and the Surety under this Maintenance Bond; and
14
15 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in
16 Tanant County, Texas or the United States District Court for the Northern District of Texas, Fort
17 Worth Division; and
18
19 PROVIDED FURTHER, that fliis obligation sha11 be continuous in nature and
20 successive recoveries may be had hereon for successive breaches.
21
22
23
CITY OF FORT WORTH Water, Sanitary Sewer, Paving, Drainage & Street Lighting Improvements to serve Crowley Stadium
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN103113
Revised January 31, 2012
006219-3
MAINTENANCE BOND
Page 3 of 3
1 IN WITNESS WHEREOF; the Principal and the Surety have each SIGNED and SEALED this
2 instrument by duly authorized agents and officers on this the 9th day of
3 September , 20 21 .
5
6
7
8
9
10 f� -
11 A���ES` : / ;'�
1Z-- —p / � �� - -
13 '.' _, _�
a � � ,�....�__�;". -
14 (Principal) Secretary
15
16
17
18
19
20 Witness as to Principal
2l
22
23
24
25
26
27
28
29 ATTEST:
30
31
32 (Surety) Secretary
33
34
35 Witness as to Surety
36
37 *Note
38
39
40
41
42
PRINCIPAL:
Steele-
I:�•/I
, Inc.
— — _ _ _--- --- — --- --__ _ _
Michael D. Freeman, President
Name and Title
Address: 13 O l Lawson Rd .
Fort Worth, Tx 76131
SURETY:
Federal Insurance Company
BY:
igna'[ur
Tracy Tucker, Attorney-in-Fact
Name and Title
Address: 121 N Rayner St
Ft Worth, TX 76111
Telephone Number: 817/336-8520
If signed by an officer of the Surety Company, there must be on file a certified e�ctract
from the by-laws showuig that this person has authority to sign such obligation. If
Surety's physical address is difFerent from its mailing address, both must be provided.
The date of the bond shall not be prior to the date the Contract is awarded.
CITY OF FORT WORTH Water, Sanitary Sewer, Paving, Drainage & Slreet Lighting Improvements to serve Crowley Stadium
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN103113
Revised January 31, 2012
�����f�:
Power of Attorney
Federa] Insurance Company � Vigilant Insurance Company � Pacific Indemniry Company
Westchester Fire Insurance Company � ACE American Insurance Company
Know All by These Presents, that FEDERAL INSURANCE COMPANY, an Indiana corporation, VIGILAN'P INSURANCE WMPANY, a New York corporation, PACIFIC
INDEMIQITY COMPANY, a Wisconsin corporation, WFSTCHESTER FIItE INSURANCE COMPANY and ACE AMERICAN INSURANCE COMPANY corporations of the
Commonwealth of Pennsylvania, do each hereby constitute and appoint Bennett 8rown, W. Lawrence Brown, Roberta H. Erb, Steven M. Tucker and
TracyTucker of Fort Worth, Texas ---------------------------------------------------------------------------------------------------------------------------------------------------
each as their true and lawful Attomey-in-Fact to execute under such designation in their names and to afi'ix their corporate seals ro and deliver for and on their behalf as surety
thereon or othenvise, bonds and undertakinss and other writlngs obligatory in [he nature thereof (other than bail bonds) given or executed in the course of business, and any
insV uments amending or altering the same, and consents to the modification or alteration of any instrument referred to in said bonds or obligations.
In Wimess Whereof, said FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, PACIFIC INDEMNTI'Y COMPANY, WFS7'CHESTER FIRE INSURANCE
COMPANY and ACE AMERICAN INSURANCE COMPANY have each executed and attested these presents and affixed their corporate seals on this 7th day of November. 2019.
��-�s�l'�ai . ��'�.Cs�l�-e� �"_' � '� �:i �
Il;rv;n_n1. Chlcx�ch._:1ssisl.ml 5ecrela�__
��� i,1,, �i �!i��
�" J� `a1
STATE OF NEW JERSEY
County of Hunterdon ss.
� � :,�� �'►y'•� ���� �
On this 7th day of November, 2019, before me, a Notary Public of New]ersey, personally came Dawn M. Chloros and Stephen M. Haney, to me kno�m to be Assistan[ Secretary and
Vice President, respec[ively, of PEDERAL INSURANCE WMPANY, VIGILANT INSURANCE COMPANY, PACIFIC INDEMNITY COMPANY, WESTCHESTER FIRE INSURANCE
COMPANY and ACE AMERICAN INSURANCE COMPANY, the companies which executed the toregoing Power of Attorney, and the said Da�m M. Chloros and Stephen M. Haney,
being by me duly swom, severally and each for herself and himselC did depose and say that they are Assistant Secretary and Vice President, respectively, of PEDERAL INSURANCE
COMPANY, VIGILANT INSURANCE COMPANY, PACIFIC INDGMNITl' COMPANY, WESTCHGSTER FIRE INSLJRANCE COMPANY and AC� AMERICAN INSURANCE COMPANY and
know the corpora[e seals thereof, that the seals affixed to the foregoing Power of Attorney are such wrporate seals and were thereto affixed by authority of said Companies; and
that their signatures as such ofi'icers were duly a�xed and suUscribed by like authority.
Notarial Seal � *
� � •� s
P(�Bt1C
fl�
KATNERINE J. ADEIAAR
NOTAiiY PUBLIC OF NE1N JERS£Y
Na.2318685
Commf]aion Ezpires JWy 78. 2024
Naaro I'u611c
CERTIFICATION
Resolu[ions adopted by [he Boards of Direc[ors of FGDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY on August 30, 20I6;
WESTCHESTER FIRE INSURANCE COMPANY on December 11, 2006; and ACE AMERICAN INSURANCE COMPANY on March 20, 2009:
"RESOLVED, tlia[ [he following authorizations relate to the executioq for and on behalf of the Company, o(bonds, undertaF:ings, recognizances, contracts and other written commitments o(the Company
entered into in the ordinary course of business (each a"Written Commitmen["):
(I) Each of the Chairman, the President and die Vice Presidents of the Company is hereby authorized to execure any Written Commitment for and on behalFofthe Company, underthe
seal of the Company or othenvise.
(2) Each duly appoinced atromey-imfact of the Company is hereby authorized to execute any Written Commi[ment for and on behalf o( the Company, under the seal of the Company or
othenvise, to the extent that such attion is authorized by the grant o(powers provided for in such person's written appointment as such attorneyin-(act.
(3) Fach of the Chairman, die President and the Vice Presidenis of the Company is hereby authorized, for and on behalf of the Company, ro appoint in writing any person the attorney-
in-fact of the Company with full power and authoriry to execute, for and on behalfofthe Company, under the seal o(the Company or o[henvise, such Written Commitments o![he
Company as may be specified in suth written appointrnent, which speci&anon may be by general type or dass of Written Commitments or by specificadon of one or more particular
Written Commitments.
(4) Each of the Chairman, [he President and the Vice Presidents of [he Company is hereby authorized, (or and on behalf o(the Company, to delegate in writing to any other oIDcer of the
Company the authority to exe[ute, (or and on behal( of the Company, under the Company's seal or othenvise, such 1Vritten Commitmenis o(the Company as are specifed in such
written delegadon, which specificarion may be by general type or tlass o( Written Commitments or byspecscation ofoneor more particular Written Commitments.
(5) The si5mature of any officer or other person executing any Written Commitment or appointment or delegation pursuant to [his Resolution, and the seal of the Company, may be afTxed by
facsimile on such Written Commitment or written appointment or delegarion.
FURTHER RESOLVED, that the foreguing Resolution shall not be deemed to be an exclusive statement of the powers and audioriry of officers, employees and other persons to act for and on 6ehalf of
d�e Company, and such Resolu[ion shall not limit or othenvise affect the exercise of any such power or authority othenvise validly granted or vested."
I, Dawn M. Chloros, Assistant Secretary of FEDERAL INSIJRANCE COMPANY, VIGILANT INSURANCE COMPANY, PACIPIC INDGMNITY COMPANY, WESTCHESTER FIRE
INSURANCE COMPANY and ACE AMERICAN INSURANCE COMPANY (the "Companies") do hereby certify that
(i) the foregoing Resolutions adopted by the Boazd of Directors of the Companies are true, correct and in full force and e(%ct,
(ii) the foregoing Power of Attomey is true, correct and in ful] force and efTect
GivenundermyhandandsealsofsaidCompaniesatWhitehouseStation,NJ,this gth day of September, 2�2�
��� � ���� � �� .
��
�C��1''�1, �'�s��
Ikivm A9 Chlorc�;. A��isi;ml Serr�9:nti°
1N THE EVENT YOU \'VISH TO VERI�Y THE AUTHENTICI'['Y OP TMS BOND OR NOTIFY US OF eWY OTHLR MATTER, PLEASE CONTACT US AT:
Tele hone (908) 903- 3993 Rax (908) 903- 3656 e-mail: suret �@chubb.com
— — _Slepl�eol�1_Ifaney.liccl'l�iden�
Combined: FED-VIG-PI-WFIC-AAIC (rev. 11-19)
Policyho/der Information Notice
IMPORTANT NOT/CE
To obtain information or make a complaint:
You may call Chubb's toll-free telephone number
for information or to make a complaint at
AV/SO IMPORTANTE
Para obtener informacion o para someter una
quej a:
Usted puede llamar al numero de telefono gratis
de Chubb's para informacion o para someter una
queja al
1-800-36-CHUBB 1-800-36-CHUBB
You may contact the Texas Department of
Insurance to obtain information on companies,
coverages, rights or complaints at
Puede comunicarse con el Departamento de
Seguros de Texas para obtener informaci6n acerca
de companias, coberturas, derechos o quejas al
1-800-252-3439
You may write the Texas Department of Insurance
P.O. Box 149104
Austin, TX 78714-9104
FAX # (512) 475-1771
Web: http://www.tdi.state.tx.us
E-mail: ConsumerProtection@tdi.state.tx.us
PREMIUM OR CLA/M DISPUTES:
Should you have a dispute concerning your premium
or about a claim you should contact the agent first.
If the dispute is not resolved, you may contact the
Texas Department of Insurance.
ATTACH TH/S NOTICE TO YOUR POL/CY.•
This notice is for information only and does not
become a part or condition of the attached
document.
1-800-252-3439
Puede escribir al Departamento de Seguros de
Texas
P.O. Box 149104
Austin, TX 78714-9104
FAX # (512) 475-1771
Web: http://www.tdi.state.tx.us
E-mail: ConsumerProtection@tdi.state.tx.us
D/SPUTAS SOBRE PR/MAS O RECLAMOS:
Si tiene una disputa concerniente a su prima o a un
reclamo, debe comunicarse con el agente primero.
Si no se resueve la disputa, puede entonces
comunicarse con el departamento (TDI).
UNA ESTE AVISO A SU POL/ZA:
Este aviso es solo para proposito de informacion y
no se convierte en parte o condici6n del documento
adjunto.
Form 94-]0-0299 (Rev. 1-08)
This document has important legal consequences; consultation with an attorney is encouraged with respect to its
use or modification. This document should be adapted to the particular circumstances of the contemplated Project
and the controlling Laws and Regulations.
STAl�TDARD GENERAL CONDITI4NS
OF THE CONSTRUCTION CONTRACT
Prepared by
ENGINEERS JOINT CONTRACT DOCUMENTS COMIVIITTEE
and
Issued and Published Jointly by
J ��V�
s
ACEC �.�0`�
, �.
:\�uiare..Cun..�ri in I�.r.cnu�w�:o(�a�n•:.�:u. � IYCI���' iHT�auT�
�Kni � �a
��DM 1�
����American Society -_ Nat�ona! Society ot
_ Professional Engineers
of Civil Engineers Professlona! Engineers In Piivafe Pracflce
AMERICAN COUNCIL OF ENGINEERING COMPAN�S
ASSOCIATED GENERAL CONTRACTORS OF AMERICA
AMERICAN SOCIETY OF CIVIL ENGINEERS
PROFESSIONAL ENGINEERS 1N PRIVATE PRACTICE
A Practice Division of the
NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS
Endorsed by
�
CONSTRUCTION SPECIFICATIONS 1NSTITUTE
E.TCDC C-700 Standard General Conditions ofthe Construclion Contract
Copyright � 20D7 National Society ofProfessional Engineers for E.TCDC. All rights reserved.
These General Conditions have been prepared for use wiih the Suggested Forms of Agreement Between
Owner and Contractor (EJCDC C-520 or C-525, 2007 Editions). Their provisions are intetrelated and a
change in one may necessitate a change in the other. Comments concerning their usage are contained in the
Narrative Guide to the EJCDC Construc�ion Documents (EJCDC C-001, 2007 Edition). For guidance in
the preparation of Supplementary Conditions, see Guide to the Preparation of Supplementary Conditions
(EJCDC C-800, 2007 Edition).
Copyright � 2007 National Society of Professional Engineers
1420 King Street, Alexandria, VA 22314-2794
(703)684-2882
www.nspe.or�
American Council of Engineering Companies
1015 15th Street N.W., Washington, DC 20005
(202)347-7474
www.acec.or�
American Society of Civil Engineers
1801 Alexander Bell Drive, Reston, VA 20191-4400
(800) 548-2723
www. asce. or�
Associated General Contractors of America
2300 Wilson Boulevard, Suite 400, Arlington, VA 22201-3308
(703) 548-3118
www.agc.org
The copyright for this EJCDC document is owned jointly by the four
EJCDC sponsoring organizations and held in trust for their benefit by NSPE.
E.TCDC C-700 Standard General Condilions ofthe Construction Contract
Copyright � 2007 National Society of Professions�l Engineeis for EJCDC. All rights r�erved.
STANDARD GENERAL CONDITIONS OF THE
CONSTRUCTION CONTR.ACT
TABLE OF CONTENTS
Page
Article 1— Definitions and Ternunology .....................................................................
1.1 Defined Terms .....................................................................................
1.2 Terminology ............................................................................................
Article 2 — Preliminary Matters .......................................................................................
2.1 Delivery of Bonds and Evidence of Insurance ...........................................
2.2 Copies of Documents ..................................................................................
2.3 Commencement of Contract Times; Notice to Proceed .............................
2.4 Starting the Work ........................................................................................
2. 5 u� c�.,.+;,, n �,,., ' ................................
2. 6 D � n� r� ,; „� n„* ' L". � ....
2.7 Initial Acceptance of Schedules ..................................................................
Article 3— Contract Documents: Intent, Amending, Reuse.........
3 .1 Intent . . ... .. .......... ....... . ... ..... . .. . .. .. . ..... ... . ... .................. ..
3.2 ......................................................
3.3 Reporting and Resolving Discrepancies ...................
3.4 ^ a' ..a c.,r.,t ...
b � rr o
3.5 Reuse of Documents .................................................
3.6 Electronic Data ..........................................................
.......... ....
..............
.....................................................
.....................................................
................................................ .....
.. ..................................................
.....1
.... 1
..... 5
..... 6
..... 6
..... 6
..... 6
..... 7
..... �
..... 7
....... 8
....... 8
....... �
....... 8
.......9
.....10
.....10
Article 4— Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental
Conditions; Reference Points .................................................................................................... 10
4.1 Availability of Lands ...................................................................................................................10
42 Subsurface and Physical Conditions ........................................................................................... l l
4.3 Differing Subsurface or Physical Conditions .............................................................................11
4.4 Underground Facilities ................................................................................................................13
4.5 Reference Points ..........................................................................................................................14
4.6 Hazardous Environmenta.l Condition at Site ..............................................................................14
Article 5— Bonds and Insurance .............................................................................................
G 1 D.-f D F.�.,.a ll4ltor_ �n�
�rcrrvrnrcar6 ..�, .. ..............................................................
�
c � r• a c +:,,.. .,.,a r..�„�o�
C 2 /` .-*'� + �T.,....r......o
1J111 ........................................................................................
3-4 Contractor's Insurance .......................................................................................
3-5 Owner's Liability Insurance ...............................................................................
3� Waiver of Rights ................................................................................................
3-8 Receipt and Application of Insurance Proceeds ................................................
EJCDC G700 Standard General Condihons ofthe Construcfion Conhact
Copyright O 2007 National Society of Professional Engineeis for E.TCDC. All rights reserved•
Paaei
16
�
�
�
17
18
�
20
21
c� n � �u a a r.,�„r.,,,,.o� n..��„ *„ vo��.,,.o ...............................................................�
. r..... .,., .,_ _..,.__., _--- ----------- , . .
�8 Partial Utilizatioq Acknowledgment of Property Insurer ............................................... ...........21
Article 6 — Contractor's Responsibilities .........................................................................................................22
� , � ,...,,;,,;,,,, ,,,,a c�...,.�.,r,,.,�o.,,.,. .........�
. ;r ....................................................................................................................�
� � r ' �,r � ' i ., ,.., a �,,,.: r....,,.,+ ......... i�
> > K r ......................................................................................
�� D .,,-e�� �,.t,o�l„1 ...............................z�-�
. �., .,.,........_� ..... ...................................................................................
� c c t, +:,, + a «n �,,,,.,� �� ..........................�
,�w...., .................................................................................
� Concerning Subcontractors, Suppliers, and Others . ....................................................... ............ 25
� � � � +� a v,,.,.,i� .........�
µi LL vv •
..........................................................................
g-8 Permits ............................................................................ .................... ............................. . ........... 27
• ...........�
. ......................................................................................
g-�8 Taxes.. '...'....2g
.......................................................................................................... ..
� i i r r � � • F a r�t� „� n r,,,, . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . z�$
. . �..,.., .. .............................................
, .....................................................................
......................................... ............ �
• ....................�3
, ......................................................................................
' ......................................................................................................................39
v`. • •,,., r,,.tz�.,�G ...........................
--7i�i iTi¢asi''a��—"�" +' � � .. . . . . . . . .. .. . . .. .. . . .. ... . . .. . . .. . . .. . . .. .... . .. .. . . . . . . .. ... .. . .
� Emergencies ... ...........30
...........................................................................................
' ..........................................................................................................38
�S Continuing the Work ................................................................................................................... 32
� i n� +.. ,.+ � � l �x� ,.,,+., ,,.,� �,,.,..,,�+„� ..................3i
. .,..��..,�.,. ., ._.�____� .. _------�
�,, � � «. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
�-�9 Indemnifica.tion ........................................................................................................................... 33
��ir� i ,; �n�„� ��:,,., i r� ' con,:,.o�
............ .... ..
a........................................................
Article7— Other Work at the Site ................................................................................................................... 35
7.1 Related Work at Site .............. ....................................35
.................................................................
72 Coordination ............... ..............................35
.................................................................................
7.3 Lega1 Relationships ..................................................................................................................... 36
Article8— Owner's Responsibilities ............................................................................................................... 36
8.1 Communications to Contractor ...................................................................................................36
82 Replacement ofEngineer ............................................................................................................36
8.3 Fumish Data ................................................................................................................................ 36
8.4 Pay When Due ........................... .......... 36
......................................................................
8. 5 Lands and Easements; Reports and Tests ... .. . . .. .. ... . . . ... . ... .. . .... .. .... . . ... ....... . .. . . . . . . ... .... . . . .. . . ....... .. . . 3 6
8.6 Insurance .....................................................................................................................................36
8.7 Change Orders .............................................................................................................................36
8.8 Inspections, Tests, and Approvals ...............................................................................................37
8.9 Limitations on Owner's Responsibilities ....................................................................................37
5.10 Undisclosed Hazardous Environmental Condition .....................................................................37
8.11 Evidence of Financial Arrangements ..........................................................................................37
8.12 Compliance with Safety Program ............................................................................................... 37
Article 9— Engineer's Status During Construction .........................................................................................37
9.01 Owner's Representative ......... .. ... 3 �
.................................................................
9.02 Visits to Site ................................................ ...................... 37
E,TCDC C-700 Standard Genetal Condifions of the Consh�uction Contract
Copyright � 2007 National Society of Professional Enginee�s for E.TCDG All rights reserved.
Paee ri
9.3 Proj ect Representative .................................................................................................. ............... 3 8
9.4 Authorized Variations in Work ...................................................................................................38
9.5 . . . ................................................................................................ _.............35
9.6 Shop Drawings, Change Orders and Payments ............................................................ ..............38
9.7 Determinations for Unit Price Work ........................................................................................... 39
9.8 Decisions on Requirements of Contract Documents and Acceptability of Work ...................... 39
9.9 Limitations on Engineer's Authority and Responsibilities ........................................... .............. 39
9.10 Compliance with Safety Program ...............................................................................................40
Article 10 — Changes in the Work; Claims ...........................
10.1 Authorized Changes in the Work .......................
10.2 Unauthorized Changes in the Work ...................
10.3 Execution of Change Orders ..............................
10.4 ' � ...........................................
10.5 Claims ...............................................................
..........................................
...........................................
.............................................
.............................................
............................................
Article 11— Cost of the Work; Allowances; Unit Price Work.......
11.1 Cost of the Work ........................................................
112 Allowances .................................................................
11.3 Unit Price Work .........................................................
Article 12 — Change of Contract Price; Change of Contract Times
12.1 Change of Contract Price ............................................
122 Change of Contract Times ..........................................
12.3 Delays ..........................................................................
...... . ............ 40
....................40
....................40
....................41
....................4-�
.................. 41
.............................................................42
.............................................................42
.............................................................45
.............................................................45
............................................................. 46
............................................................. 46
............................................................. 47
............................................................. 47
Article 13 — Tests and Inspections; Correction, Removal or Acceptance of Defective Work ....................... 48
12 7 T�T.�,+;�.., .,FTIo� ,.�� ............................................�
-�.7 A....�,�� +.. �7U..�L ..................�
....................................•••.............................................................................�
1 Z A T T.,...,�.o,�;.,.�. \xTl.rL
. .........................................................................................................................�
�3-5 Owner May Stop the Work .........................................................................................................50
, � � r,..-r,,,.�:,,� ,,,. n,,.,,.,,..,,i ,.�r�,.� ,.ti..,. �x�,.�v
. ..................................................................................38
i � � �,.,-r,,,..;,,.. n�.;,.,t
.......................................................................................................................... �$
..................................................................................................... �
i� � n.,,�o,- r,r.,., �,,.-ro,.� r�o� ,;<,e «r,,.a. ............�
Article 14 — Payments to Contractor and Completion .............
14.1 Schedule of Values ..............................................
14.2 Progress Payments ..............................................
14.3 ' ' .............................
14.4 Substantial Completion .......................................
14.5 � � ' '
14.6 �es�e� .....................................................
14.7 Final Payment ..........................................
14.8 Fina1 Completion Delayed ......................
14.9 Waiver of Claims ...................................
................................................ 52
................................................ 52
................................................ 52
................................................ �
................................................ 55
................................................�
................................................ �
................................................ 57
................................................................................... 58
............................................................................... 58
E.TCDC C-700 Standard Genetal Conditions of the Consh�uction Contract
Copyright � 2007 National Society of Professional Engineers for E.TCDC. All rights reserved.
PaQe iii
Article 15 — Suspension of Work and Termination ...............................
15.1 Owner May Suspend Work ...............................................
15.2 Owner May Terminate for Cause .....................................
15.3 Owner May Terminate For Convenience .........................
15.4 Contractor May Stop Work or Terminate .........................
Article 16 — Dispute Resolution .............................................................
16.01 Methods and Procedures ...................................................
Article 17 — Miscellaneous ....................................................................
i � i r•�.:.,,. �.T„+;,.o
1 7 7 !`.,.�..,., ,+�ti .�., ..�' T:.,, o �
l'7 2 !'',,.�,,,1„s;..., D,,........7;..�
�5 Controlling Law ................................................................
i� � ua„a:..,�.,
- • --=-----o_ ..............................................................................
.................................. ..............58
.................................. . ............. 58
................................................ 58
.................................. ..............60
.................................. . .............60
.................................. . ............. 61
.................................. . ............. 61
................................................61
................................................6-�-
................................................�
................................................�
................................................�z
................................................ 62
................................... ............. �
EJCDC C-700 Standuid Geneial Conditions of the Construcfion Contract
Copyright � 2007 National Society of Professonal Fngineets for E.TCDC. All rights reserved.
Paee iv
ARTICLE 1— DEFINITIONS AND TERMINOLOGY
1.1 Defined Terms
A. Wherever used in the Bidding Requirements or Contract Documents and printed with initial
capital letters, the terms listed below will have the meanings indicated which are applicable to
both the singular and plural thereof. In addition to terms specifically defined, terms witii initial
capital letters in the Contract Documents include references to identified articles and paragraphs,
and the titles of other documents or forms.
1. Addendc�—Written or graphic instruments issued prior to the opening of Bids which clarify,
correct, or change the Bidding Requirements or the proposed Contract Documents_
2. Agreement—The written instrument which is evidence of the agreement between Owner and
Contractor covering the Work.
Application for Payment—The form accepta.ble to Engineer which is to be used by
Contractor during the course of the Work in requesting progress or final payments and which
is to be accompanied by such supporting documentation as is required by the Contract
Documents.
4. 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
Siates Occupational Safety and Health Administration.
Bid—The offer or proposal of a Bidder submitted on the prescribed form setting forth the
prices for the Work to be performed.
6. Bidder The individual or entiiy who submits a Bid directly to Owner.
7. Bidding Documents—The Bidding Requirements and the proposed Contract Documents
(including a11 Addenda).
8. Bidding Requirements—The advertisement or invitation to bid, Instructions to Bidders, Bid
security of accepta.ble form, if any, and the Bid Form with any supplements.
9. Change Order A document recommended by Engineer which is signed by Contractor and
Owner and authorizes an addition, deletion, or revision in the Work or an adjustment in the
Contract Price or the Contract Times, issued on or after the Effective Date of the Agreement.
10. Claim—A demand or assertion by Owner or Contractor seeking an adjustment of Contract
Price or Contract Times, or both, or other relief with respect to the terms of the Contract. A
demand for money or services by a third party is not a Claim.
11.
� ,
,-„ .,t,�+t�a ,.-:,+� ..�
�`
EJCDC C-700 Standard General Conditions ofthe Constrnction Contrect
CopyrIght 0 2007 National Sodety of Pmfes�onal Tngineeis for EJCDC. All rights reserved.
PaQe 1 of 62
12. �
- F +1, '+ 1' E �b, A„ o + !'� + t 7"1 .,+� ���rQ' �'u�P
aY
����Te�ter-�et�s�e�-st���s�r�
13. Contract Price—The moneys payable by Owner to Contractor for completion of #he Work in
accordance with the Contract Documents as sta.ted in the Agreement (subject to the
provisions of Paragraph 11.03 in the case of Unit Price Work).
14. Cont�act Times—The number of days or the dates stated in the Agreement to: (i) achieve
Milestones, if any; (ii} achieve Substantial Completion; and (iii) complete the Work so that it
is ready for final payment as evidenced by Engineer's written recommendation of final
payment.
15. Cont�actor—The individual or entity with whom Owner has entered into the Agreement.
16. Cost of the Work—See Paragraph 11.01 for definition.
17. Drawings—That part of the Contract Documents prepared or approved by Engineer which
graphically shows the scope, e�ent, and character of the Work to be performed by
Contractor. Shop Drawings and other Conbractor submittals are not Drawings as so defined.
18. Effective Date of the flg��eement—The date indicated in the Agreement on which it becomes
effective, but if no such date is indicated, it means the date on which the Agreement is signed
and delivered by the last of the two parties to sign and deliver.
19.�tg�te rrt,,, „a: :a. .,� o„t� -- - - ' -- --- t, .. +t.o n on_, _��
Ju� 5�
20. Field OYde�—A written order issued by Engineer which requires minor changes in the Work
but which does not involve a change in the Contract Price or the Contract Times.
21.d�G��e��=e�te�� C..f F71: i„��t,o c� ,,:�,.,,�;,.
22. Hazat�dous ErrviYonmental Condition—The presence at the Site of Asbestos, PCBs,
Petroleum, Hazardous Waste, or Ra.dioactive Material in such quantities or circumstances
that may present a substantial danger to persons or property exposed thereto.
23. Hazardous Waste—The term Hazardous Waste sha11 have the meaning provided in Section
1004 of the Solid Waste Disposal Act (42 USC Section 6903) as amended from time to time.
24. Laws and Regulations; Laws or Regulations—Any and a11 applicable laws, rules, regulations,
ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and
courts having jurisdiction.
25. Liens—Charges, security interests, or encumbrances upon Project funds, real property, or
personal property.
26 '
�+; a,- ,-� r+,, c„�. ��.,.,+; ., i r,..,...,i o+; ,.., ,.� ., i�,-i, o SIT.,.-1,
r
E,TCDC G700 Startdard General Condilions of the Consh�ucaon Contract
Copyright � 2007 Nafional Society of Pirofesaonal Fa►�neers for E.TCDC. All rights reserved.
Paee 2 of 62 _
27. Notice of Awarc�The written notice by Owner to the Successful Bidder sta.ting that upon
timely compliance by the Successful Bidder with the conditions precedent li sted therein,
Owner wili sign and deliver the Agreement.
28. Notiee to Proceec�A written notice given by Owner to Contractor fi�ng the date on which
the Contract Times will commence to run and on which Contractor shall start to perform the
Work under the Contract Documents.
29. Owner—The individual or entity with whom Contractor has entered into the Agreement and
for whom the Work is to be performed.
30. PCBs—Polychlorinated biphenyls.
31. Petroleum—Petroleum, including crude oil or any fraction thereof which is liquid at standard
conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square
inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and
oil mixed with other non-Hazardous Waste and crude oils.
32. Progress Schedule—A schedule, prepared and maintained by Contractor, describing the
sequence and duration of the activities comprising the Contractor's plan to accomplish the
Work within the Contract Times.
33. Project—The total construction of which the Work to be performed under the Contract
Documents may be the whole, or a part.
34. Project Mcmual—The bound documentary information prepared for bidding and constructing
the Work. A listing of the contents of the Project Manual, which may be bound in one or
more volumes, is contained in the table(s) of contents.
35. Radioactive Material—Source, special nuclear, or byproduct material as defined by the
Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time.
36. Resident Project Representative—The authorized representative of Engineer who may be
assigned to the Site or any part thereof.
37. Samples—Physical examples of materials, equipment, or workmanship that are
representative of some porkion of the Work and which establish the standards by which such
portion of the Work will be judged.
38. Schedule of Submittals—A schedule, prepared and maintained by Contractor, of required
submittals and the time requirements to support scheduled performance of related
construction activities.
39. Schedule of Values—A schedule, prepared and maintained by Contractor, allocating portions
of the Contract Price to various portions of the Work and used as the basis for reviewing
Contractor's Applications for Payment.
EJCDC C-700 Standard General Condifions of the Construclion Conhact
Copyright � 2007 NaHonal Society of Professional Engineets for T.TCDC. All ri�ts mserved.
Paee 3 of 62
40. Shop Drawings—All drawings, diagrams, illustrations, scheduies, and other data or
information which are specifically prepared or assembled by or for Contractor and submitted
by Contractar to illustrate some portion of the Work.
41. �
,
�
��
42.
� ' i + � � a., a� .,a . �nN u� rr ,
--------� - �---r---- � � , - -
.+ ' .i ' +,- ti + .7 ., ..o.a.,r�l
K t-{ a •
43. Subcontr�actor—An individual or entity ha�ing a direct contract with Contractor or with any
other Subcontractor for the performance of a part of the Work at the Site.
44. Substantial Completion--The time at which the Work (or a specified part thereo� has
progressed to the point where, in the opinion of Engineer, the Work (or a specified part
thereo� is sufficiently complete, in accordance with the Contract Documents, so that the
Work (or a specified part thereofl can be utilized for the purposes for which it is intended.
The terms "substantially complete" and "substantially completed" as applied to a11 or part of
the Work refer to Substantial Completion thereof.
45. Successful Bidder—The Bidder submitting a responsive Bid to whom Owner makes an
award.
46. Supplementary Conditions—That part of the Contract Documents which amends or
supplements these General Conditions.
47. Supplier—A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a
direct contract with Contractor or with any Subcontractor to furnish materials or equipment
to be incorporated in the Work by Contractor or Subcontractor.
48. 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 those that convey electricity, gases, steam, liquid
petroleum products, telephone or other communications, cable television, water, wastewater,
storm water, other liquids or chemicals, or traffic or other control systems.
49. Unit Price Work—Work to be paid for on the basis of unit prices.
50.
,
� - k' + 11' � ,7 ' � �r �' �LL � ' i ' - - � .;+.. ,.1, .,�-.,,,.uvi�
[1 111�[fl l]c)IQQSiC—'�ITIIGTL�-�liCL1D u u N F� 7
.,"' 'b� "'...,.._"'-a� ---- ------r ----- c., � '
51. Work Change DiYective—A written statement to Contractor issued on or after the Effective
Date of the Agreement and signed by Owner and recommended by Engineer ordering an
EJCDC C-700 Standard Geneial Conditions of the Construcaon Contract
Copyright � 2007 Nallonal Society of Professional EnBineeis for EJCDC. All rights reserved.
Paee 4 of 62
addition, deletion, or revision in the Work, or responding to differing or unforeseen
subsurface or physical conditions under which the Work is to be performed or to
emergencies. A Work Change Directive will not change the Contract Price or the Contract
Times but is evidence that the parties expect that the change ordered or documented by a
Work Change Directive will be incorporated in a subsequently issued Change Order
following negotiations by the parties as to its effect, if any, on the Contract Price or Contract
Times.
1.2 Terminolo�y
A. The words and terms discussed in Paragraph 1.02.B through F are not defined but, when used in
the Bidding Requirements or Contract Documents, have the indicated meaning.
B. Intent of Certain Terms or Adjectives:
1. The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as
directed" or terms of like effect or import to authorize an exercise of professional judgment
by Engineer. In addition, the adjectives "reasonable," "suitable," "accepta.ble," "proper,"
"satisfactory," or adjectives of like effect or import are used to describe an action or
determination of Engineer as to the Work. It is intended that such exercise of professional
judgment, action, or determination will be solely to evaluate, in general, the Work for
compliance with the information in the Contract Documents and with the design concept of
the Project as a functioning whole as shown or indicated in the Contract Documents (unless
there is a specific statement indicating otherwise). The use of any such term or adjective is
not intended to and shall not be effective to assign to Engineer any duty or authority to
supervise or direct the performance of the Work, or any duty or authority to undertake
responsibility contrary to the provisions of Paragraph 9.09 or any other provision of the
Contract Documents.
C. Day:
1. The word "day" means a calendar day of 24 hours measured from midnight to the next
midnight.
I� ! -�
l.z'�����Qe€est� ,'�nex�oa�����-�`��'er�r'��e€er-s-�e���-is
..�; �� ,.�,,,�. � „i,�, .- ao�:,. .,+ :,, +t,.,� :+•
> >� � •
.
.:,.:�:.�:�:.:.�_.: - :.��:.:.,.:�.�_,: _..,::.�:.,.,�:,
�
- - �
�. ... ..
E'.,L;.rz.��l. T �f„77 D,,..�F ,- D,.,,,,�„1 :
, � �,
EJCDC C-700 Standatd General CondiHons of the Constnicfion Conhact
Copyright 0 2007 National Society of Professonal Enginee�s for E.TCDC. All rights reserved.
Paee 5 of 62
1. « ,�
, � , �
,. � a a i� �a .. .�..,+��.,in _ ,,.,� +,. +t,,, e:,-,, i,.r ,. ,.+�.,...
rr � ^�, � �1..�,..
• � a i +: � a , � r ,,.,,-., � � ,,,; ,.� ,,,, a : ,,.,�.� ,. ,. �.,i.� „ ,. � a;,: n.�
Y i � ��
2. LC' )f
, > > ,
* r ' � 1 � .,1 �;+;,, :.� o.z:;�o + '.,1� ,. .,m�.,� ,. ,�,lofo
CLL�1141J V� V�i� �• F/ 4 „^ F/
r r �
3. « „ « ,�
, , �
� + t, i� ,- �,,,,:��. .,,,a :..�+„ii �,,;a ,..,.,,-�.;..�� ..,,+ ,, r�„+�
> >
r�� ren��, � r �»1-or��o� iin�
4.��n-cron `�—z�i-.crra�l'��� �rr— �m�cccir,'—per'�r6i�?i,'��r6�o'i�� " ,•� • �•a ,•�:�, ,:+1,
��
+ 1 � ' +.,.�� ..1,,,, rl <, o ,.L.1 ' s; ,.., .,� !',..�.+.-„ rf r.�� cc N,-,. ,: � ..»
�puv v
� i r
���
F. Unless stated otherwise in the Contract Documents, words or phrases thai have a well-knovcm
technical or construction industry or trade meaning are used in the Contract Documents in
accordance with such recognized meaning. �
ARTICLE 2 — PRELIlVIINARY MATTERS
2.1 Delivery of Bonds and Evidence of Insurance
A. When Contractor delivers the executed counterparts of the Agreement to Owner, Contractor shall
also deliver to Owner such bonds as Contractor may be required to furnish.
B. Evidence of Insurance: Before any Work at the Site is started, Contractor and Owner sha11 each
deliver to the other, with copies to each additional insured identified in the Supplementary
Conditions, certificates of insurance (and other evidence of insurance which either of them or
any additional insured may reasonably request) which Contractor and Owner respectively are
required to purchase and maintain in accordance with Article 5.
2.2 Copies ofDocuments
A. Owner shall furnish to Contractor up to ten printed or hard copies of the Drawings and Project
Manual. Additional copies will be furnished upon request at the cost of reproduction.
2.3 Commencement of Contract Times; Notice to Proceed
. -' .
. . ► • ' .
. . � -x �
. _ • _t �
EJCDC C-700 Standard General Conditions of the Construciion Contract
Copytight � 2007 National Society of Professional Faigineeis for E.TCDC. All rights reserved.
Paee 6 of 62
2.4 Starting the Work
A. Contractor sha.Il start to perform the Work on the date when the Contract Times cammence to
run. No Work shall be done at the Site prior to the date on which the Contract Times commence
to run.
2.5
• � _ � . _
.
.
�
2. ;
.
_
:.� j:
2.6 Preconstr-uction Confe�ence; Designation ofAuthorizedRepresentatives
A. Before any Work at the Site is started, a conference attended by Owner, Contractor, Engineer,
and others as appropriate will be held to establish a working understanding among the parties as
to the Work and to discuss the schedules referred to in Paragraph 2.OS.A, procedures for
handling Shop Drawings and oiher submittals, processing Applications for Payment, and
maintaining required records.
B. At this conference Owner and Contractor each sha11 designate, in writing, a specific individual to
act as its authorized representative with respect to the services and responsibilities under the
Contract. Such individuals shall have the authority to transmit instructions, receive information,
render decisions relative to the Contract, and othen�vise act on behalf of each respective pariy.
2.7 Initial Acceptance of Schedules
A. At least 10 days before submission of the first Application for Payment a conference attended by
Contractor, Engineer, and others as appropriate will be held to review for accepta.bility to
Engineer as provided below the schedules submitted in accordance with Paragraph 2.OS.A.
Contractor shall have an additional 10 days to make corrections and adjustments and to complete
and resubmit the schedules. No progress payment shall be made to Contractor until acceptable
schedules are submitted to Engineer.
The Progress Schedule will be accepta.ble to Engineer if it provides an orderly progression of
the Work to completion within the Contract Times. Such acceptance will not impose on
Engineer responsibility for the Progress Schedule, for sequencing, scheduling, or progress of
E.TCDC C-760 Standard General Condifions of the Construction Conkact
Copyright OO 2007 NaHonal Society ofProfessional Fngineets for EJCDC All ri�ts reserved.
Paee 7 of 62
the Work, nor interfere with or relieve Contractor from Contractor's full responsibility
therefor.
2. Contractor's Schedule of Submittals will be acceptable to Engineer if it provides a workable
anangement for reviewing and processing the required submittals.
3. Contractor's Schedule of Values will be accepta.ble to Engineer as to form and substance if it
provides a reasonable allocation of the Contract Price to component parts of the Work.
ARTICLE 3— CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE
3.1 Intent
A. The Contract Documents are complementary; what is required by one is as binding as if required
by all.
B. It is the intent of the Contract Documents to describe a functionally complete project (or part
thereo� to be constructed in accordance with the Contract Documents. Any labor,
documentation, services, materials, or equipment that reasonably may be inferred from the
Contract Documents or from prevailing custom or trade usage as being required to produce the
indicated result will be provided whether or not specifically called for, at no additional cost to
Owner.
C. Clarifications and interpretations of the Contract Documents shall be issued by Engineer as
provided in Article 9.
� ' - ..s.;:,: ^�`�
A. , , , ,
, _ -
� - -
_ - - �
.� ■ - � '
.� �
� _ -
•
� � . .
� -
�
3.3 Reporting and Resolving Discrepancies
A. Repo�ting Discrepancies:
EJCDC C-700 Standard General Condilions of the Constniction Coniract
Copyrlght m 2007 National Society of Profes�onal Faigineeis for EJCDC. All rights reserved.
Paee 8 of 62
1. Cont�actor's Review of ContractDocuments Before Starting Work: Before undertaking each
part of the Work, Contractor shall carefully study and compare the Contract Dacuments and
check and verify pertinent figures therein and all applicable field measurements_ Contractor
shall promptly report in writing to Engineer any conflict, error, ambiguity, or discrepancy
which Contractor discovers, or has actual knowledge of, and shall obtain a written
interpretation or clarification from Engineer before proceeding with any Work affected
thereby.
2. Contractor's Review of Contract Documents During Performance of Work: If, during the
performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy
within the Contract Documents, or between the Contract Documents and (a) any applicable
Law or Regulation ,(b) any standard, specification, manual, or code, or (c) any instruction of
any Supplier, then Contractor shall promptly report it to Engineer in writing. Contractor sha11
not proceed with the Work affected thereby (except in an emergency as required by
Paragraph 6.16.A) until an amendment or supplement to the Contract Documents has been
issued by one of the methods indicated in Paragraph 3.04.
3. Contractor shall not be liable to Owner or Engineer for failure to report any conflict, eRor,
ambiguity, or discrepancy in the Contract Documents unless Contractor had actual
knowledge thereof.
B. ResoZvingDiscrepancies:
1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of
the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or
discrepancy between the provisions of the Contract Documents and:
a. the provisions of any standard, specification, manual, or code, or the instruction of any
Supplier (whether or not specifically incorporated by reference in the Contract
Documents); or
b. the provisions of any Laws or Regulations applicable to the performance of the Work
(unless such an interpretation of the provisions of the Contract Documents would result
in violation of such Law or Regulation).
3.4
• �-
_ �
.
, . -
. -
1. n�• o� a n.-a o.-•
�
2. '
�,7T,21. ��
��
EJCDC C-700 Standard General CondiHons of the Construcfion Conhact
Copyri�t m 2007 National Society of Professional Engineeis for E.TCDC. All rights reserveil.
PaQe 9 of 62
3. ' .
3. 5 Reuse of Documents
A. Contractor and any Subcontractor or Supplier shall not:
1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or
other documents (or copies of any thereo� prepared by or bearing the seal of Engineer or its
consultants, including electronic media editions; or
2. reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of
the Proj ect or any other proj ect without written consent of Owner and Engineer and specific
written verification or adaptation by Engineer.
B. The prohibitions of this Paragraph 3.05 will survive final payment, or termination of the
Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract
Documents for record purposes.
3.6 Electronic Data
A. Unless otherwise sta.ted in the Supplementary Conditions, the data furnished by Owner or
Engineer to Contractor, or by Contractor to Owner or Engineer, that may be relied upon are
limited to the printed copies (also known as hard copies). Files in electronic media format of text,
data, graphics, or other types are furnished only for the convenience of the receiving party. Any
conclusion or infonnation obtained or derived from such electronic files will be at the user's sole
risk. If there is a discrepancy between the electronic files and the hard copies, the hard copies
govern.
B. Because data stored in electronic media format can deteriorate or be modified inadvertently or
otherwise without authorization of the data's creator, the pariy receiving electronic files agrees
that it will perform acceptance tests or procedures within 60 days, after which the receiving pariy
shall be deemed to have accepted the data, thus transferred. Any errors detected within the 60-day
acceptance period will be corrected by the transferring party.
C. When transferring documents in electronic media format, the transferring party makes no
representations as to long term compatibility, usability, or readability of documents resulting
from the use of software application packages, operating systems, or computer hardware
differing from those used by the data's creator.
ARTICLE 4— AVAILABILITY OF LANDS; SUSSURFACE AND PHYSICAL CONDITIONS;
HAZARDOUS ENVIRONM�NTAL CONDITIONS; REFERENCE POINTS
4.1 Availability of Lands
A. Owner shall furnish the Site. Owner sha11 notify Contractor of any encumbrances or restrictions
not of general application but specifically related to use of the Site with which Contractor must
comply in performing the Work. Owner will obta.in in a timely manner and pay for easements for
permanent structures or permanent changes in existing facilities. If Contractor and Owner are
unable to agree on entitlement to or on the amount or extent, if any, of any adjustment in the
EJCDC C-700 Standard Generel Conditions of the Conslruction Contract
Copyright � 2007 National Soaety of Professional Fngineeis for E.TCDC. All rights reserved.
Paee 10 of 62
Contract Price or Contract Times, or both, as a result of any delay in Ovv�ier's fi�rnishing the Site
or a part thereof, Contractor may make a Claim therefor as provided in Paragraph 10_O5.
B. Upon reasonable written request, Owner shall furnish Contractor with a current statement of
record legal title and legal description of the lands upon which the Work is to be performed and
Owner's interest therein as necessary for giving notice of or filing a mechanic's or construction
lien against such lands in accordance with applicable Laws and Regulations.
C. Contractor shall provide for a11 additional lands and access thereto that may be required for
temporary construction facilities or storage of materials and equipment.
4.2 Subsurface and Physical Conditions
A. Reports and Drawings: The Supplementary Conditions identify:
1. those reports known to Owner of explorations and tests of subsurface conditions at or
contiguous to the Site; and
2. those drawings known to Owner of physical conditions relating to existing surface or
subsurface structures at the Site (except Underground Facilities).
B. Limited Relicv�rce by ContYactor on Technical Data Authorized.• Contractor may rely upon the
accuracy of the "technical data" contained in such reports and drawings, but such reports and
drawings are not Contract Documents. Such "technical data." is identified in the Supplementary
Conditions. Except for such reliance on such "technical data.," Contractor may not rely upon or
make any claim against Owner or Engineer, or any of their officers, directors, members, partners,
employees, agents, consultants, or subcontractors with respect to:
1. the completeness of such reports and drawings for Contractor's purposes, including, but not
limited to, any aspects of the means, methods, techniques, sequences, and procedures of
construction to be employed by Contractor, and safety precautions and programs incident
thereto; or
2. other data, interpreta.tions, opinions, and information contained in such reports or shown or
indicated in such drawings; or
3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such
other data, interpreta.tions, opinions, or information.
4.3 Differing Subsurface or Physical Conditions
A. Notice: If Contractor believes that any subsurface or physical condiiion that is uncovered or
revealed either:
1. is of such a nature as to establish that any "technical data" on which Contractor is entitled to
rely as provided in Paragraph 4.02 is materially inaccurate; or
2. is of such a nature as to require a change in the Contract Documents; or
T.TCDC C-700 Standard General CondiHons of the Construction Contract
Copyright OO 2007 National Sodety of Profes�onal Engineers for E.TCDC. All rights reserved.
Paee 11 of 62
3. differs materially from that shown or indicated in the Contract Dacumenis; or
4. is of an unusual nature, and differs materially from conditions ordinarily encountered and
generally recognized as inherent in work of the character provided for in the Contract
Documents;
then Contractor shall, prompily after becoming aware thereof and before fi.�rther disturbing the
subsurface or physical conditions or performing any Work in connection therewith (except in an
emergency as required by Paragraph 6.16.A), notify Owner and Engineer in writing about such
condition. Contractor shall not further disturb such condition or perform any Work in connection
therewith (except as aforesaid) until receipt of written order to do so.
B. Engineer's Review: After receipt of written notice as required by Paragraph 4.03.A, Engineer
will promptly review the pertinent condition, determine the necessity of Owner's obtaining
additional exploration or tests with respect thereto, and advise Owner in writing (with a copy to
Contractor) of Engineer's findings and conclusions.
C. Possible Price and Times Adjustments:
1. The Contract Price or the Contract Times, or both, will be equitably adjusted to the e�ent
that the e�stence of such differing subsurface or physical condition causes an increase or
decrease in Contractor's cost of, or time required for, performance of the Work; subject,
however, to the following:
a. such condition must meet any one or more of the categories described in Paragraph
4.03.A; and
b. with respect to Work that is paid for on a unit price basis, any adjustment in Contract
Price will be subject to the provisions of Paragraphs 9.07 and 11.03.
2. Contractor shall not be entitled to any adjustment in the Contract Price or Contract Times if:
a. Contractor knew of the e�stence of such conditions at the time Contractor made a final
commitment to Owner with respect to Contract Price and Contract Times by the
submission of a Bid or becoming bound under a negotiated contract; or
b. the existence of such condition could reasonably have been discovered or revealed as a
result of any examination, investigation, exploration, test, or siudy of the Site and
contiguous areas required by the Bidding Requirements or Contract Documents to be
conducted by or for Contractor prior to Contractor's making such final commitment; or
c. Contractor failed to give the written notice as required by Paragraph 4.03.A.
3. If Owner and Contractor are unable to agree on entiflement to or on the amount or e�tent, if
any, of any adjustment in the Contract Price or Contract Times, or both, a Claim may be
made therefor as provided in Paragraph 10.05. However, neither Owner or Engineer, or any
of their officers, directors, members, partners, employees, agents, consultants, or
subcontractors shall 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
E.TCDC C-700 Standard General Conditions of the Construcfion Contract
Copyright m 20d7 Nationel Society of Professional Engineets for EJCDC. All ri�ts reserved.
Paee 12 of 62
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.
4.4 Underg�-ound Facilities
A. Shown o�� Indicated.• The information and data, shown or indicated in the Contract Documents
with respect to existing Underground Facilities at or contiguous to the Site is based on
information and data furnished to Owner or Engineer by the owners of such Underground
Facilities, including Owner, or by others. Unless it is oiherwise expressly provided in the
Supplementary Conditions:
1. Owner and Engineer shall not be responsible for the accuracy or completeness of any such
information or data. provided by others; and
2. the cost of all of the following will be included in the Contract Price, and Contractor shall
have full responsibility for:
a. reviewing and checking all such information and data.;
U. locating all Underground Facilities shown or indicated in the Contract Documents;
c. coordination of the Work with the owners of such Undergound Facilities, including
Owner, during construction; and
d. the safety and protection of all such Underground Facilities and repairing any damage
thereto resulting from the Work.
B. Not Shown o�� Indicated.•
1. If an Underground Facility is uncovered or revealed at or contiguous to the Site which was
not shoum or indicated, or not shown or indicated with reasonable accuracy in the Contract
Documents, Contractor sha11, promptly after becoming aware thereof and before further
disturbing conditions affected thereby or performing any Work in connection therewith
(except in an emergency as required by Paragraph 6.16.A), identify ihe owner of such
Underground Facility and give written notice to that owner and to Owner and Engineer.
Engineer will promptly review the Underground Facility and determine the extent, if any, to
which a change is required in the Contract Documents to reflect and document the
consequences of the existence or location of the Underground Facility. During such time,
Contractor sha11 be responsible for the safety and protection of such Underground Facility.
2. If Engineer concludes that a change in the Contract Documents is required, a Work Change
Directive or a Change Order will be issued to reflect and document such consequences. An
equitable adjustment shall be made in the Contract Price or Contract Times, or both, to the
extent that they are attributable to the existence or location of any Undergound Facility that
was not shown or indicated or not shown or indicated with reasonable accuracy in the
Contract Documents and that Contractor did not know of and could not reasonably have been
expected to be aware of or to have anticipated. If Owner and Contractor are unable to agree
on entitlement to or on the amount or extent, if any, of any such adjustment in Contract Price
EJCDC C-700 Standard General Conditions of ihe Construciion Contract
Copyri�►t O 2007 National Society of Pmfessional Engiineers for E.TCDC. AI! iights reserved.
Paee 13 of 62
or Contract Times, Owner or Contracior may make a Claim therefor as provided in
Paragraph 10.05.
4.5 Referenee Points
A. Owner shall provide engineering surveys to establish reference points for construciion which in
Engineer's judgment are necessary to enable Contractor to proceed with the Work_ Contractor
shall be responsible for laying out the Work, shall protect and preserve the established reference
points and property monuments, and shall make no changes or relocations without the prior
written approval of Owner. Contractor sha11 report to Engineer whenever any reference point or
property monument is lost or destroyed or requires relocation because of necessary changes in
grades or locations, and shall be responsible for the accurate replacement or relocation of such
reference points or property monuments by professionally qualified personnel.
4.6 Hazardous Environmental Condition at Site
• . • Y. �
•. - -
: �� 1.
� _
�. _ '
�
1. � �
, > > �
*�-�
,"
2. , ,
�� + � � �N �� �t11h
v� �
GL �7
3.
+t� a � + „�,.�: ,,., � _ ., F ,-.,,..,+: ,.
, � r
C. Contractor sha11 not be responsible for any Hazardous Environmental Condition uncovered or
revealed at the Site which was not shown or indicated in Drawings or Specifications or identified
in the Contract Documents to be within the scope of the Work. Contractor shall be responsible
for a Hazardous Environmental Condition crea.ted with any materials brought to the Site by
Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible.
D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for
whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall
immediately: (i} secure or otherwise isolate such condition; (ii) stop all Work in connection with
such condition and in any area affected thereby (except in an emergency as required by
E.TCDC C-700 Standard General Conditions of the Constr�icfion Conhact
Copyright � 2007 National Society of Profes�onal Engineets for E.iCDC. All rigitts reserved.
Paee 14 of 62
Paragraph 6.16.A); and (iii) notify Owner and Engineer (and promptly thereafter confirm such
notice in writing). Owner shall promptly consult with Engineer concerning the necessity for
Owner to retain a qualified expert to evaluate such condition or take corrective action, if any.
Promptly after consulting with Engineer, Owner sha11 take such actions as are necessary to
permit Owner to timely obtain required permits and provide Contractor the written notice
required by Paragraph 4.06.E.
E. Contractor shall not be required to resume Work in connection with such condition or in any
a.ffected area until after Owner has obta.ined any required permits related thereto and delivered
written notice to Contractor: (i) specifying that such condition and any affected area is or has
been rendered safe for the resumption of Work; or (ii) specifying any special conditions under
which such Work may be resumed safely. If Owner and Contractor cannot agree as to
entitlement to or on the amount or e�ent, if any, of any adjustment in Contract Price or Contract
Times, or both, as a result of such Work stoppage or such special conditions under which Work
is agreed to be resumed by Contractor, either party may make a Claim therefor as provided in
Paragraph 10.05.
F. If after receipt of such written notice Contractor dces not agree to resume such Work based on a
reasonable belief it is unsafe, or does not agree to resume such Work under such special
conditions, then Owner may order the portion of the Work that is in the area affected by such
condition to be deleted from the Work. If Owner and Contractor cannot agree as to entitlement to
or on the amount or e�ent, if any, of an adjustment in Contract Price or Contract Times as a
result of deleting such portion of the Work, then either party may make a Claim therefor as
provided in Paragraph 10.05. Owner may have such deleted portion of the Work performed by
Owner's own forces or others in accordance with Article 7.
G. To the fullest e�ctent permitted by Laws and Regulations, Owner shall indemnify and hold
harmless Contractor, Subcontractors, and Engineer, and the of�cers, directors, members,
partners, employees, agents, consulta.nts, and subcontractors of each and any of them from and
against all claims, costs, losses, and damages (including but not limited to all fees and charges of
engineers, architects, attorneys, and other professionals and all court or arbitration or other
dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition,
provided that such Hazardous Environmental Condition: (i) was not shown or indicated in the
Drawings or Specifications or identified in the Contract Documents to be included within the
scope of the Work, and (ii) was not crea.ted by Contractor or by anyone for whom Contractor is
responsible. Nothing in this Paragraph 4.06.G sha11 obligate Owner to indemnify any individual
or entity from and against the consequences of that individual's or entity's own negligence.
H. To the fullest e�ent permitted by Laws and Regulations, Contractor shall indemnify and hold
harmless Owner and Engineer, and the officers, directors, members, partners, employees, agents,
consultants, and subcontractors of each and any of them from and against all claims, costs,
losses, and damages (including but not limited to all fees and charges of engineers, architects,
attorneys, and other professionals and a11 court or arbitration or other dispute resolution costs)
arising out of or relating to a Hazardous Environmental Condition created by Contractor or by
anyone for whom Contractor is responsible. Nothing in this Paragraph 4.06.H sha11 obligate
Contractor to indemnify any individual or entity from and against the consequences of that
individual's or entity's own negligence.
EJCDC C-7Q0 Standard General Conditlons ofthe Consh�iclion Conh�act
Copyright � 2007 National Society of Profession9l En�neeis for T.TCDC. All ri�►ts reserved.
Paee 15 of 62
The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental
Condition uncovered or revealed at the Site.
ARTICLE 5— BONDS AND INSURANCE
,. •-• � - ''-
�. ;.,:,:,:,���-,•,:. =;� . -= - -
.
�S.
� - - - -
■ _
.
. � - "_
�.
�
. - `
. '
. -
..� . - ' -
. � �
. . � -
_ �
_ . � � - •
�
. � �
� � -f-
•
. _
[ Z /� �fiiin.-.fnn �iT�nna�i��n���
♦ �
� '
EJCDC C-700 Standard General Conditions of the Conslniciion Contract
Copyright � 2007 National Society of Professional Fngineets for E,TCDC. All rights i'eserved.
Pa�e 16 of 62
; • -
•
_ .
.
� •
. •
3-4 Contractor's Insurance
A. Contractor shall purchase and maintain such insurance 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 direcfly or indirectly employed by any of them to perform any of the Work, or by
anyone for whose acts any of them may be liable:
1. claims under workers' compensation, disability benefits, and other similar employee benefit
acts;
2. claims for damages because of bodily injury, occupationa.l sickness or disease, or death of
Contractor's employees;
3. claims for damages because of bodily injury, sickness or disease, or death of any person
other than Contractor's employees;
4. claims for damages insured by reasonably available personal injury liability coverage which
are sustained:
a. by any person as a result of an offense directly or indirectly related to the employment of
such person by Contractor, or
b. by any other person for any other reason;
5. claims for damages, other than to the Work itself, because of injury to or destruction of
tangible property wherever located, including loss of use resulting therefrom; and
6. claims for damages because of bodily injury or death of any person or properiy damage
arising out of the ownership, maintenance or use of any motor vehicle.
B. The policies of insurance required by this Paragraph 5.04 sha11:
E.TCDC C-700 Standard General Conditions of the Conshvclion Contrad
Copyrip�t �O 2007 National Society of Professional Engineeis t'or E.TCDC. All rights reserveel.
Paee 17 of 62
1. with respect to insurance required by Paragraphs 5.04.A.3 through 5.04.A.6 inclusive, be
written on an occurrence basis, include as additional insureds (subject to any customary
exclusion regarding professional liability) Owner and Engineer, and any other individuals or
entities identified in the Supplementary Conditions, a11 of whom shall be listed as additional
insureds, and include coverage for the respective officers, directors, members, partners,
employees, agents, consultants, and subcontractors of each and any of all such additional
insureds, and the insurance afforded to these additional insureds shall provide primary
coverage for all claims covered thereby;
2. include at least the specific coverages and be written for not less than the limits of liability
provided in the Supplementary Conditions or required by Laws or Regulations, whichever is
greater;
3. include contractual liability insurance covering Contractor's indemnity obligations under
Paragraphs 6.11 and 6.20;
4. contain a provision or endorsement that the coverage afforded will not be canceled,
materially changed or renewal refused until at least 30 days prior written notice has been
given to Owner and Contractor and to each other additional insured identified in the
Supplementary Conditions to whom a certificate of insurance has been issued (and the
certificates of insurance furnished by the Contractor pursuant to Paragraph 5.03 will so
provide);
5. remain in effect at least until final payment and at a11 times thereafter when Contractor may
be conecting, removing, or replacing defective Work in accordance with Paragraph 13.07;
and
6. include completed operations coverage:
a. Such insurance shall remain in effect for two years after final payment.
b. Contractor shall furnish Owner and each other additional insured identified in the
Supplementary Conditions, to whom a certificate of insurance has been issued, evidence
satisfactory to Owner and any such additional insured of continuation of such insurance
at final payment and one year thereafter.
�-5 Owner 's Liability Insurance
A. In addition to the insurance required to be provided by Contractor under Paragraph 5.04, Owner,
at Owner's option, may purchase and maintain at Owner's expense Owner's own liability
insurance as will protect Owner against claims which may arise from operations under the
Contract Documents.
.
A. ,
E.TCDC C-700 Standard Genecal Conditions of the Cons�uction Conlract
Copyri�t O 2007 National Socfety of Profesdonal F�►gineers for E.TCDC. All rights reserved.
Paee 18 of 62
. _ - - -
_ _ _ _
, . _ _ -
- - .
�_
. - "
• _ - - - -
" � , . -
•
6.• 'Ii1�Iuuc—`--' r� 4 rf� n• nr�.�
b r
_ R'tl
• - �
� • -
�
•
_ — � _
S
�. �-
.• _ •
� �
, � — — _
� �_
S -
EJCDC C-700 Standard C.eneral CondiHons of the Construclion Contract
CoPyright 0 2007 Natlonal Society of Profesaonul Fngineers for E.TCDC. AR rigltts reseri'ed.
Paee 19 of 62
�
�
. . •
� •
.
.
� Waiver of Rights
A. Owner and Contractor intend that all policies purchased in accordance with Paragraph 5.06 will
protect Owner, Contractor, Subcontractors, and Engineer, and all other individuals or entities
identified in the Supplementary Conditions as loss payees (and the officers, directors, members,
partners, employees, agents, consulta.nts, and subcontractors of each and any of them) in such
policies and will provide primary coverage for all losses and damages caused by the perils or
causes of loss covered thereby. All such policies shall contain provisions to the effect that in the
event of payment of any loss or damage the insurers will have no rights of recovery against any
of the insureds or loss payees thereunder. Owner and Contractor waive all rights against each
other and their respective officers, directors, members, partners, employees, agents, consulta,nts
and subcontractors of each and any of them for all losses and damages ca.used by, arising out of
or resulting from any of the perils or causes of loss covered by such policies and any other
property insurance applicable to the Work; and, in addition, waive all such rights against
Subcontractors and Engineer, and all other individuals or entities identified in the Supplementary
Conditions as loss payees (and the officers, directors, members, partners, employees, agents,
consultants, and subcontractors of each and any of them) under such policies for losses and
damages so caused. None of the above waivers shall extend to the rights that any party making
such waiver may ha�e to the proceeds of insurance held by Owner as trustee or otherwise
payable under any policy so issued.
B. Owner waives all rights against Contractor, Subcontractors, and Engineer, and the officers,
directors, members, partners, employees, agents, consultants and subcontractors of each and any
of them for:
l. loss due to business interruption, loss of use, or other consequential loss extending beyond
direct physicalloss or damage to Owner's properiy or the Work caused by, arising out of, or
resulting from fire or other perils whether or not insured by Owner; and
2. loss or damage to the completed Project or part thereof caused by, arising out of, or resulting
from fire or other insured peril or cause of loss covered by any property insurance maintained
on the completed Project or part thereof by Owner during partial utilization pursuant to
Paragraph 14.05, after Substa.ntial Completion pursuant to Paragraph 14.04, or after final
payment pursuant to Paragraph 14.07.
C. Any insurance policy mainta.ined by Owner covering any loss, damage or consequential loss
referred to in Paragraph 5.07.B shall contain provisions to the effect that in the event of payment
of any such loss, damage, or consequential loss, the insurers will have no rights of recovery
EJCDC C-700 Standard General Condifions of the Construction Contract
Copyright � 2007 National Society of Professional Engineeis for EJCDC. All rights reserved.
Page 20 of 62
against Contractor, Subcontractors, or Engineer, and the officers, directors, members, partners,
employees, agents, consultants and subcontractors of each and any of them.
3-8 Receipt and Application of Insurance Proceeds
A. Any insured loss under the policies of insurance required by Paragraph 5.06 will be adjusted with
Owner and made payable to Owner as fiduciary for the loss payees, as their interests may appear,
subject to the requirements of any applicable mortgage clause and of Paragraph 5.08.B. Owner
shall deposit in a separate account any money so received and shall distribute it in accordance
with such agreement as the parties in interest may rea.ch. If no other special agreement is
reached, the damaged Work sha11 be repaired or replaced, fihe moneys so received applied on
account thereof, and the Work and the cost thereof covered by an appropriate Change Order.
B. Owner as fiduciary shall have power to adjust and settle any loss with the insurers unless one of
the parties in interest shall object in writing within 15 days after the occurrence of loss to
Owner's exercise of this power. If such objection be made, Owner as fiduciary shall make
settlement with the insurers in accordance with such agreement as the parties in interest may
reach. If no such agreement among the parties in interest is reached, Owner as fiduciary sha11
adjust and settle the loss with the insurers and, if required in writing by any party in interest,
Owner as iiduciary shall give bond for the proper performance of such duties.
. ._ �. •,
- s-,.�:�.:�L, �..;,:,:�,-_
. �. _ -
. �
�
_ ' - . � •
�
• �
�--�8 Partial Utilization, Acknowledgment of Prope�ty Insurer
A. If Owner finds it necessary to occupy or use a portion or portions of the Work prior to
Substantial Complefion of a11 the Work as provided in Paragraph 14.05, no such use or
occupancy sha11 commence before the insurers providing the properiy insurance pursuani to
Paragraph 5.06 have acknowledged notice thereof and in writing effected any changes in
coverage necessitated thereby. The insurers providing the property insurance shall consent by
endorsement on the policy or policies, but the property insurance sha11 not be canceled or
permitted to lapse on account of any such partial use or occupancy.
E.TCDC C-700 Standanl General Condilions ofthe Constniclion Contract
Copyrlght � 2007 National Society of Profes�onal Engineers for EJCDC. All rights reserved.
Paee 21 of 62
ARTICLE 6 - CONTRACTOR'S RESPONSIBILITIES
- ��L�a���ftf�fl��f9l.f�1:J
� �
S
- \ '
• _ - _
\�
i �
_ - • -
� �
•
\ .
�'�C
i - -
�
� � � •.
I'.1!!!l.'I_N.'!f!!!T�l1S�T�
� _ �
. ��:
� - -- -
�
�. - -
C. > > > > > >
> > �
E.TCDC C-700 Standard G�eral Condilions ofthe Conshuction Confract
Copyright 0 2007 National Socsety of Professional Fmgineeis for E.TCDC. All rights reserved.
Paee 22 of 62
- � ' -- --
. .
. ' - '
. . !zi.y�
.
- .
� . -
•
_ � -
.
:r_�.r.�:ssz+si ■ .
� _ - -
.. _ . .
,. � t�� a + �„n;..�o,- �ero� ,:.,o� +:.,,r-
, , > >
> >
.
�
.
E,ICDC C-700 Standard General Conditions of the Construction Contract
CoPyright � 2007 National Society of Pmfessional Engineets for E.TCDC. All rights reserved.
Paee 23 of 62
7 C;.��t;f...f� Tf��..�•
— � _ �
� _
. _ a
. _
�,.,:....�-:�:,.c�.:..,.�,:.�:..:.:. ;..���"•��.:_._�
� � a + i +i.,, �, ,.+: ,. „a ,.t, �
K �
�eS�;
�
��, •+ a ,-,. +�,o � � �t�.,,- � ,.:�o,�.
�...�..,.. �., .�._ .,.�__� _.._ _.. _---- --r�------,
���
. _
.. �
�i, �x� i �.• + + .,,- � ., , i; o � o � .,��,
"�' � ;
3}��dex�
� �� �• �,-�, �a ,�.�ti+,,,-e�+ ^ -- .t-.,,- .,� ,.:�„� ...,a
/ r ���
lul .)N^ w u
� '1 �1 � � � ra 1.� o.++ enarinoe• .�.r1
ccrn�-�a=eS� iniciirccim�ecc•'� ��„' � �. >vN w'� � �
EJCDC C-700 Standard General Condifions of the Construction Contrad
Copyrigiit � 2007 National Society of Professional En�nee�s for TJCDC. All rights reverved.
PaQe 24 of 62
.
:
i
nC"u � �it��ce�Si uc sE#1---i����ke�vr
I
� ■
'
� � ' _ '
� �
� i � � �
�
� .
\
��Z
, • �
I�
� � � � I.
• _
• -
\
•
F. ' .
«„ .,�» .,,-r,,.,+r.,,.f„r�� a
� Concerning Subcont�-actoYs, Suppliers, and Others
.. . ._ .
. _
; - -
. .
_ . .
_ .
EJCDC C-700 Standard Geneial Conditions of the Consh�clion Contract
Copyright � 2007 National Society af Professional Fa�gineeis for EJCDC. AR rights reserved.
Paee 25 of 62
. ._ . . _ .. . - - -
- i\�J��T1�J���l��n�I����������i1�1�1 Tl�tl�����'��l�f�l���l�iJi�l������� •�J�I���J
EJCDC C-700 Standard General Conditions of the Construchion Conhact
Copyright � 2007 National Sodety of Professional Fngineecs for EJCDC. All rights reserved.
Paee 26 of 62
!��_
_ �_ _
_�
. •
_ ..
• _
._
.
• _
� - -
.
�
■
� - -
� • _ ..
.. .- -
- - �
_ _
EJCDC C-100 Standard General CondiHons of the Construction Contract
CopyrIght m 2007 National Society of Professional Fa►ginee�s for T,TCDC. All rights reserved.
Paee 27 of G2
.. .,
- " '-
• -
- - - � .
: ' ' '
i -
..
.
- • - x
■-
� Permits
A. Unless otherwise provided in the Supplementary Conditions, Contractor shall obtain and pay for
all construction permits and licenses. Owner shall assist Contractor, when necessary, in obtaining
such permits and licenses. Contractor shall pay all governmental charges and inspection fees
necessary for the prosecution of the Work which are applicable at the time of opening of Bids,
or, if there are no Bids, on the Effective Date of the Agreement. Owner shall pay all charges of
utility owners for connections for providing permanent service to the Work.
. •.
- - �
. �
. . _
_ �
I: --- - -
. -
E.TCDC C-700 Standard General Conditions ofthe Construction Contract
Copyright 0 2007 National Society of Profesdonal F��ineeis for EJCDC. All rip,�►ts reserved.
PaQe 28 of 62
. '
� . .
,_ ' -_-
■ • ' ' -
" � . _ •
" � ..
�9 Taxes
A. Contractor shall pay all sales, consumer, use, and other similar taxes required to be paid by
Contractor in accordance with the Laws and Regulations of the place of the Project which are
applicable during the performance of the Work.
- --- ' ,.��_:. -�-��
� n�:.��a',ee�:.:::.i��i..s e----- -- �, ---�i�
�
)
� + � - - �.��Ir 4� 4� .�� ,Fo a ��i�fi
t.' r �+
r-
_ � _ - -
• -
� i, • •. •. /• �� _
� � � �
�
�
" J' �
C.
���c�+� . •7 1 �* c¢a�vzar-atiri-�aa�;4i A+ +1 1 ti � �L.o �7IT.,rL !'.,.,t,-�..�..,-
E.TCDC C-700 Standaid General Conditions of the Construction Contract
Copyright �O 2007 National Society of Profes�onal Tngineers for EJCDC. All rights reserved.
Paee 29 of 62
�. -
._
D. .
�
„a • �,- � o,-� +,. �+� � �� ..+ � ,: � i ..,a ., :,-
—r�------r-�r---� --- ----- �- -rr--.,_".-"- --- --- ---�o`�-.-
�ifi)�l.fJ'S�f�7�l�1lR1T}�
� !�f ■
� ■ � _ �
� - -
� -
•
� l:E� .
. _
...,,.�:.�..,:.:..�:.:�.:.��i.,�:.� :�.��::s,,;.�R�ze:'��,:.�:
S
� � !'7�.T.�l�!!9'1_E�
� - _
�
�
C. �
�
�x�
E.TCI?C G700 Standard Genetal Condilfons of the Conslntction Conhgct
Copyri�t � 2007 National Society of Profesvonal Engineets for E.TCDC. All rights reserved.
Paee 30 of 62
� • - - -
.
_ r _ .`s:e�r_
■
•
�s_
_ •
. . . �
r_�[�rns:�� .
A.
.
n�
.
� Emergencies
A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or
adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss.
Contractor shall give Engineer prompt written notice if Contractor believes that any significant
changes in the Work or variations from the Contract Documents have been caused thereby or are
required as a result thereof. If Engineer determines that a change in the Contract Documents is
required because of the action taken by Contractor in response to such an emergency, a Work
Change Directive or Change Order will be issued.
,:�_..,;, ;:_! _
. . _
. .
T.TCDC C-700 Standard General Condilions of the Construclion Conhact
Copyriglit OO 2007 National Society of Profesaonal Faigineeis for EJCDC. All rights reserved.
Paee 31 of 62
• �r
-_���
-- _:,_ �:.:..�.�.�::_.....�:�.:�.� _.� ..,-:-�=`"�
■ �
�. •
�-&��
:.��:so: :`s: ::i�i�e%�-.:�"-' :a:�.,; � � �_'�=_==_;�--��-'--°�°�-'�-�-
� \
i ,- ' �
C. � � 'ff 1 D � � , _..
. �
� �
_ ,
.:.-
.
� - -
�
� Y• ' -
EJCDC C-700 Standard General CondiHons of the Construciion Conhsct
Copyright � 2Q07 National Society of Professional Fa►gineers for EJCDC. All rights reserved•
Paee 32 of 62
. -
. -- - '
� - '•
. -
.- -
' - -
.
. - '
;. -
_ �
. _ - -
■ -
� -
,, .
.
� Continuing the Work
A. Contractor shall carry on the Work and adhere to the Progress Schedule during all disputes or
disagreements with Owner. No Work shall be delayed. or postponed pending resolution of any
disputes or disagreements, except as permitted by Paragraph 15.04 or as Owner and Contractor
may otherwise agree in writing.
- • __� :. - - —�"'!!�!_�',�,-'';"�
. �
�. -_
. �
. -
EJCDC C-700 Standard General CondiHons ofUie Constructioie Contract
Copyright �O 2007 National Society of Professional Engineeis for �.TC`DC. All rights reserved.
Paee 33 of 62
. , �
�
> >
�e�}3e�e�
�;,:::..,_...n,._.,:.:_,�,._,,:.:,�_-,: ,.�.;
. -
._ - - -
.
.;; - -
. ;
.
�-`w:�-'�=.:; c:i.�i ::s:u::;:G:���G:..�...��iG:.�'.:��.i.�:.s:.�� ��.�::.v� _ :.-�'�� _--__ _---- —:3:�:re�
■...�.�,O�D�� ��i��
� - - —_ -- � --- - --_--- = _= _-'3:Tll��!!:7T�
-r��.:�.i.�.�:..,:.���:.�.::� = �=- �=i�i.riir�
\
. > > >
ri:4tl��!l�7�!'�
-=----_- — � �:i2. -- =-�ir�ar,y
�9 Indemnification
. - '
. _ - _
�
�: ' _
. _ ..
EJCDC C-700 Standard General Conditions of the Construction Contract
Copydght � 2007 National Sociely of Professional Faigineeis for EJCDC. All rigl�ts reserved.
PaQe 34 of 62
�
> >
�
+�, ..�,..,�o �,eHo�;� .,,..�
. _ .
.
- - •
�s!�
- �.
�, • �,
. -
.
�°
. �
. - _
.
. - - -
■
.
C. �
,
,
n+ �„�;��,
��
� ' ' - - —
. �
_ _ _ �
E.
EJCDC C-700 Standard General Condiflons of the Consh�tcfion Contract
Copyright � 2007 National Society of Professional Fa�gineers for E.TCDC. All rights reserved.
Paee 35 of 62
ARTICLE 7— OTHER WORK AT THE STTE
7.1 Related Work at Site
A. Owner may perform other work related to the Project at the Site with Owner's employees, or
through other direct contracts therefor, or have other work performed by utility owners. If such
other work is not noted in the Contract Documents, then:
1. written notice thereof will be given to Contractor prior to starting any such other work; and
2. if Owner and Contractor are unable to agree on entitlement to or on the amount or extent, if
any, of any adjustment in the Contract Price or Contract Times that should be allowed as a
result of such other work, a Claim may be made therefor as provided in Paragraph 10.05.
B. Contractor sha11 afford each other contractor who is a party to such a direct contract, each utility
owner, and Owner, if Owner is performing other work with Owner's employees, 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 sha11 do all cutting, fitting, and patching of the Work that may be required to
properly connect or otherwise make its several parts come together and properly integrate with
such other work. Contractor shall not endanger any work of others by cutting, excavating, or
otherwise altering such work; provided, however, that Contractor may cut or alter others' work
with the written consent of Engineer and the others whose work will be affected. The duties and
responsibilities of Contractor under this Paragraph are for the benefit of such utility owners and
other contractors to the extent that there are comparable provisions for the benefit of Contractor
in said direct contracts between Owner and such utility owners and other contractors.
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
Engineer in writing any delays, defects, or deficiencies in such other work that render it
unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's
failure to so report will constitute an acceptance of such other work as fit and proper for
integration with Contractor's Work except for latent defects and deficiencies in such other work.
7.2 Coo�dination
A. If Owner intends to contract with others for the perforniance of other work on the Project at the
Site, the following will be set forth in Supplementary Conditions:
the individual or eniity who will have authority and responsibility for coordination of the
activities among the various contractors will be identified;
2. the specific matters to be covered by such authority and responsibility will be itemized; and
3. the extent of such authority and responsibilities will be provided.
B. Unless otherwise provided in the Supplementary Conditions, Owner shall have sole authority
and responsibility for such coordination.
E.TCDC C-700 Standard General Condilions of the Consh�icfion Contract
Copyright � 2007 National Society of Professional Ta��inee�s for E.TCDC. All rip�ts reserved.
Page 3G of 62
7.3 Legal Relationships
A. Paragraphs 7.O1.A and 7.02 are not applicable for utilities not under the cantrol of Owner.
B. Each other direct contract of Owner under Paragraph 7.Ol.A sha11 provide that the other
contractor is liable to Owner and Contractor for the reasonable direct delay and disn,iption costs
incurred by Contracfior as a result of the other contractor's wrongful actions or inactions.
C. Contractor sha11 be liable to Owner and any other contractor under direct contract to Owner for
the reasonable direct delay and disruption costs incurred by such other contractor as a result of
Contractor's wrongful action or inactions.
ARTICLE 8 — OWNER'S RESPONSIBILITIES
8.1 Communications to Contractor
A. Except as otherwise provided in these General Conditions, Owner shall issue all communications
to Contractor through Engineer.
8.2 Replacement of Enginee�•
A. In case of termination of the employment of Engineer, Owner shall appoint an engineer to whom
Contractor makes no reasonable objection, whose status under the Contract Documents shall be
that of the former Engineer.
8.3 Furnish Data
A. Owner sha11 prompfly furnish the data required of Owner under the Contract Documents.
8.4 Pay When Due
A. Owner shall make payments to Contractor when they are due as provided in Paragraphs 14.02.0
and 14.07.C.
8. 5 Larrds and Easements; Repof�ts and Tests
A. Owner's duties with respect to providing lands and easements and providing engineering surveys
to establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to
Owner's identifying and making available to Contractor copies of reports of explorations and
tests of subsurface conditions and drawings of physical conditions relating to existing surface or
subsurface structures at the Site.
8.6 InsuYance
A. Owner's responsibilities, if any, with respect to purchasing and maintaining liability and property
insurance a.re set forth in Article 5.
8.7 Change OrdeYs
A. Owner is obligated to execute Change Orders as indicated in Paragraph 10.03.
EJCDC C-700 Standard Geneial Condifions of the Construction Contract
CopyrigliE O 2007 National Sociely of Professional Tnginee�s for EJCDC. AR rights reserved.
Paee 37 of 62
8.8 Inspections, Tesis, and Approvals
A. Owner's responsibility with respect to certain inspections, tests, a�ld a��rovals is set for�h in
Paxagraph 13.03.B.
8.9 Limitations on Owner's Responsibilities
A. The Owner sha11 not supervise, direct, or have control or autharity 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 perfo�nance of the Work. Owner will not be responsible for
Contractor's failure to perform the Work in accordance with the Contract Documents_
8.10 Undisclosed Haza�-dous Frcvironmental Condition
A. Owner's responsibility in respect to an undisclosed Hazardous Environmental Condition is set
forth in Paragraph 4.06.
8.11 Evidence of Financial Arrangements
A. Upon request of Contractor, Owner shall furnish Contractor rea.sonable evidence that financial
arrangements have been made to satisfy Owner's obligations under the Contract Documents.
8.12 Compliance with Safety Program
A. While at the Site, Owner's employees and representatives shall comply with the specific
applicable requirements of Contractor's safety programs of which Owner has been informed
pursuant to Paragraph 6.13.D.
ARTICLE 9— ENGINEER'S STATUS DURING CONSTRUCTION
9.1 Owne��'s RepYesentative
A. Engineer will be Owner's representa.tive during the construction period. The duties and
responsibilities and the limitations of authority of Engineer as Owner's representative during
construction are set forth in the Contract Documents.
9.2 I�isits to Site
A. Engineer will make visits to the Site at intervals appropriate to the various stages of construction
as Engineer deems necessary in order to observe as an experienced and qualified design
professional 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,
Engineer, for the benefit of Owner, will determine, in general, if the Work is proceeding in
accordance with the Contract Documents. Engineer will not be required to make e�austive or
continuous inspections on the Site to check the quality or quantity of the Work. Engineer's
efforts will be directed toward providing for Owner a grea,ter degree of confidence that the
completed Work will conform generally to the Contract Documents. On the basis of such visits
EJCDC C-700 Standaid General Conditions of the Conshnction Conlract
Copyright � 2007 National Society of Professionai Ta►gineeis for GJCDC. All rtghts reserved.
Paee 38 of 62
and observations, Engineer will keep Owner informed of the progress of the Work and will
endeavor to guard Owner against defective Work.
B. Engineer's visits and observations are subject to all the limitations on Engineer's authority and
responsibility set forth in Paragraph 9.09. Particulaxly, but without limitation, during or as a
result of Engineer's visits or observations of Contractor's Work, Engineer will not supervise,
direct, control, or have authority over or be responsible for Contractor's means, methods,
techniques, sequences, or procedures of construction, or the safety precautions and programs
incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable
to the performance of the Work.
9.3 Project Representative
A. If Owner and Engineer agree, Engineer will furnish a Resident Project Representative to assisi
Engineer in providing more extensive observation of the Work. The authority and
responsibilities of any such Resident Project Representative and assistants will be as provided in
the Supplementary Conditions, and limitations on the responsibilities thereof will be as provided
in Paragra.ph 9.09. If Owner designates another representative or agent to represent Owner at the
Site who is not Engineer's consultant, agent or employee, the responsibilities and authority and
limita.tions therean of such other individual or entity will be as provided in the Supplementary
Conditions.
9.4 Authorized Variations in Work
A. Engineer 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 Times and
are compatible with the design concept of the completed Proj ect as a functioning whole as
indicated by the Contract Documents. These may be accomplished by a Field Order and will be
binding on Owner and also on Contractor, who shall perform the Work involved promptly. If
Owner or Contractor believes that a Field Order justifies an adjustment in the Contract Price or
Contract Times, or both, and the parties are unable to agree on entitlement to or on the amount or
extent, if any, of any such adjustment, a Claim may be made therefor as provided in
Paxagraph 10.05.
. •. ..
_r�
_ . - _ _ .
_ �
� _
_ � _ ,
9.6 Shop D�•awings, Change OYders and Payments
A. In connection with Engineer's authority, and limitations thereof, as to Shop Drawings and
Samples, see Paragraph 6.17.
E.TCDC C-700 Standard General Conditions of the Construciion Contract
Copyright �O 2IX17 NaHonal Society of Professional Engineeis for E.TCDC. All rights reserved.
Paee 39 of 62
B. In connection with Engineer's authority, and limitations thereof, as to design calculations and
design drawings submitted in response to a delegation of prafessional design services, if any, see
Paragraph 6.21.
C. In connection with Engineer's authority as to Change Orders, see Articles 10, 1 l, and 12.
D. In connection with Engineer's authority as to Applications for Payment, see Article 14.
9.7 Determinations for Unit Price Work
A. Engineer will deternune the actual quantities and classifications of Unit Price Work performed
by Contractor. Engineer will review with Contractor the Engineer's preliminary deternunations
on such matters before rendering a written decision thereon (by recommendation of an
Application for Payment or otherwise). Engineer's written decision thereon will be final and
binding (except as modified by Engineer to reflect changed factual conditions or more accurate
data) upon Owner and Contractor, subject to the provisions of Paragraph 10.05.
9.8 Decisions on Requirements of Contract Documents and Acceptability of Work
A. Engineer will be the initial interpreter of the requirements of the Contract Documents and judge
of the acceptability of the Work thereunder. All matters in question and other matters between
Owner and Contractor arising prior to the date final payment is due relating to the acceptability
of the Work, and the interpretation of the requirements of the Contract Documents pertaining to
the performance of the Work, will be referred initially to Engineer in writing within 30 days of
the event giving rise to the question.
B. Engineer will, with reasonable promptness, render a written decision on the issue referred. If
Owner or Contractor believes that any such decision entifles them to an adjustment in the
Contract Price or Contract Times or both, a Claim may be made under Paragraph 10.05. The date
of Engineer's decision sha11 be the date of the event giving rise to the issues referenced for the
purposes of Paragraph 10.O5.B.
C. Engineer's written decision on the issue referred will be final and binding on Owner and
Contractor, subject to the provisions of Paragraph 10.05.
D. When functioning as interpreter and judge under this Paragraph 9.08, Engineer will not show
partiality to Owner or Contractor and will not be liable in connection with any interpretation or
decision rendered in good faith in such capacity.
9.9 Limitations on Engineer's Authority and Responsibilities
A. Neither Engineer's authority or responsibility under this Article 9 or under any other provision of
the Contract Documents nor any decision made by Engineer in good faith either to exercise or
not exercise such authority or responsibility or the undertaldng, exercise, or performance of any
authority or responsibility by Engineer shall crea.te, impose, or give rise to any duty in contract,
tort, or otherwise owed by Engineer to Contractor, any Subcontractor, any Supplier, any other
individual or entity, or to any surety for or employee or agent of any of them.
EJCDC C-700 Standaid General Conditions of the Construction Conhad
Copyright �O 2007 National So�3ety of Profe�ional Engineets for E.TCDC. All rights reserved.
PaQe 40 of 62
B. Engineer will not supervise, direct, control, or have authority over or be responsible for
Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety
precautions and programs incident thereto, or for any failure of Contractor to comply with Laws
and Regulations applicable to the performance of the Work. Engineer will not be responsible for
Contractor's failure to perform the Work in accordance with the Contract Documents _
C. Engineer will not be responsible for the acts or omissions of Contractor or of any Subcontractor,
any Supplier, or of any other individual or entity performing any of the Work.
D. Engineer's review of the final Application for Payment and accompanying documentation and all
maintenance and operating instructions, schedules, guarantees, bonds, certificates of inspection,
tests and approvals, and other documentation required to be delivered by Paragraph 14.07.A will
only be to determine generally that their content complies with the requirements of, and in fihe
case of certificates of inspections, tests, and approvals that the results certified indicate
compliance with, the Contract Documents.
E. The limitations upon authority and responsibility set forth in this Paragraph 9.09 sha11 also apply
to the Resident Project Representative, if any, and assistants, if any.
9.10 Compliance with Safety Program
A. While at the Site, Engineer's employees and representatives sha11 comply with the specific
applicable requirements of Contractor's safety progams of which Engineer has been informed
pursuant to Paragraph 6.13.D.
ARTICLE 10 — CHANGES IN THE WORK; CLAIMS
10.1 Authorized Changes in the Work
A. Without invalidating the Contract and without notice to any surety, Owner may, at any time or
from time to time, order additions, deletions, or revisions in the Work by a Change Order, or a
Work Change Directive. Upon receipt of any such document, Contractor shall promptly proceed
with the Work involved which will be performed under the applicable conditions of the Contract
Documents (except as otherwise specifically provided).
B. If Owner and Contractor are unable to agree on entitlement to, or on the amount or extent, if any,
of an adjustment in the Contract Price or Contract Times, or both, that should be allowed as a
result of a Work Change Directive, a Claim may be made therefor as provided in Paragaph
10.05.
10.2 Unauthorized Changes in the Work
A. Contractor sha11 not be entitled to an increase in the Contract Price or an extension of the
Contract Times with respect to any work performed that is not required by the Contract
Documents as amended, modified, or supplemented as provided. in Paragraph 3.04, except in the
case of an emergency as provided in Paragraph 6.16 or in the case of uncovering Work as
provided in Paragraph 13.04.D.
E.TCDC C-700 Standatd Geneial CondiHons ofihe Consh�ucti�on Contract
Copyright � 2007 NaHonal Society of Professonal Tnginee�s for EJCDC. All ri�ts reserved.
Paee 41 of 62
10.3 Execution of Chcange Orders
A. Owner and Contractor sha11 execute appropriate Change Orders recommended by Engineer
covenng:
changes in the Work which are: (i) ordered by Owner pursuant to Paragraph 10.O1.A, (ii)
required because of acceptance of defective Work under Paragraph 13.08.A or Owner's
correction of defective Work under Paragraph 13.09, or (iii) agreed to by the parties;
2. changes in the Contract Price or Contract Times which are agreed to by the parties, including
any undisputed sum or amount of time for Work actually performed in accordance with a
Work Change Directive; and
3. changes in the Contract Price or Contract Times which embody the substance of any written
decision rendered by Engineer pursuant to Pa.ragraph 10.05; provided that, in lieu of
executing any such Change Order, an appeal may be taken from any such decision in
accordance with the provisions of the Contract Documents and applicable Laws and
Regulations, but during any such appeal, Contractor shall carry on the Work and adhere to
the Progress Schedule as provided in Paragraph 6.18.A.
10.4 �T���te����
. _
..
._
� :
10.5 Claims
A. Engineer's Decision Required: All Claims, except those waived pursuant to Paragraph 14.09,
shall be refened to the Engineer for decision. A decision by Engineer shall be required as a
condition precedent to any exercise by Owner or Contractor of any rights or remedies either may
otherwise have under the Contract Documents or by Laws and Regulations in respect of such
Claims.
B. Notice: Written notice stating the general nature of each Claim sha11 be delivered by the claimant
to Engineer and the other party to the Contract promptly (but in no event later than 30 days) after
the start of the event giving rise thereto. The responsibility to substantiate a Claim shall rest with
the party making the Cla.im. Notice of the amount or extent of the Claim, with supporting data.
shall be delivered to the Engineer and the other party to the Coniract within 60 days after the
start of such event (unless Engineer allows additional time for claimant to submit additional or
more accurate data in support of such Claim). A Claim for an adjustment in Contract Price shall
be prepared in accordance with the provisions of Paragraph 12.O1.B. A Claim for an adjustment
in Contract Times shall be prepared in accordance with the provisions of Paragraph 12.02.B.
Each Claim shall be accompanied by claimant's written statement that the adjustrnent claimed is
the entire adjustment to which the claimant believes it is entitled as a result of said event. The
E.TCDC C-700 Standar� G�eral Conditions ofthe Construclion Contract
Copyright � 2007 National Society of Professonal Engineets for E,TCDC. All rights reserved.
Paee 42 of 62
opposing party shall submit any response to Engineer and the claimant within 3 0 days after
receipt of the claimant's last submittal(unless Engineer allows additional time).
C. Engineer's Action: Engineer will review ea.ch Claim and, within 30 days after receipt of ihe last
submittal of the claimant or the last submittal of the opposing parry, if any, take one of the
following actions in writing:
1. deny the Claim in whole or in part;
2. approve the Claim; or
3. notify the parties that the Engineer is unable to resolve the Claim if, in the Engineer's sole
discretion, it would be inappropriate for the Engineer to do so. For purposes of further
resolution of the Claim, such notice sha11 be deemed a denial.
D. In the event that Engineer does not take action on a Claim within said 30 days, the Claim sha11 be
deemed denied.
E. Engineer's written action under Paragraph 10.O5.0 or denial pursuant to Paragraphs 10.O5.C3 or
10.O5.D will be final and binding upon Owner and Contractor, unless Owner or Contractor
invoke the dispute resolution procedure set forth in Article 16 within 30 days of such action or
denial.
F. No Claim for an adjustment in Contract Price or Contract Times will be valid if not submitted in
accordance with this Paragraph 10.05.
ARTICLE 11— COST OF THE WORK; ALLOWANCES; iTNIT PRICE WORK
11.1 Cost of the Work
A. Costs Included.• The term Cost of the Work means the sum of all costs, except those excluded in
Paragraph 11.O1.B, necessarily incurred and paid by Contractor in the proper performance of the
Work. When the value of any Work covered by a Change Order or when a Claim for an
adjustment in Contract Price is determined on the basis of Cost of the Work, the costs to be
reimbursed to Contractor will be only those additional or incremental costs required because of
the change in the Work or because of the event giving rise to the Claim. Except as otherwise may
be agreed to in writing by Owner, such costs shall be in amounts no higher than those prevailing
in the locality of the Project, shall not include any of the costs itemized in Paragraph 11.O1.B,
and sha11 include only the following items:
1. Payroll costs for employees in the direct employ of Contractor in the performance of the
Work under schedules of job classifications agreed upon by Owner and Contractor. Such
employees shall include, without limitation, superintendents, foremen, and other personnel
employed full time on the Work. Payroll costs for employees not employed full time on the
Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall
include, but not be limited to, salaries and wages plus the cost of fringe benefits, which shall
include social security contributions, unemployment, excise, and payroll taxes, workers'
compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay
applicable thereto. The expenses of perfornung Work outside of regular working hours, on
EJCDC C-700 Standard General Condifions ofthe Construction Contract
Copyriglrt �O 2007 National Society of Pmfessional Fngineeis for T,TCDC. All rights reserved.
Paee 43 of 62
Saturday, Sunday, or legal holidays, sha11 be included in the above to the extent authorized
by Owner.
2. Cost of all materials and equipment furnished and incotporated in the Work, including costs
of transportation and storage thereof, and Suppliers' field services required in connection
therewith. All cash discounts sha11 accrue to Contractor unless Owner deposits funds with
Contractor with which to make payments, in which case the cash discounts shall accrue to
Owner. All trade discounts, rebates and refunds and returns from sale of surplus materials
and equipment sha11 accrue to Owner, and Contractor sha11 make provisions so that they may
be obtained.
3. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If
required by Owner, Contractor sha11 obtain competitive bids from subcontractors acceptable
to Owner and Contractor and shall deliver such bids to Owner, who will then deternune, with
the advice of Engineer, which bids, if any, will be acceptable. If any subcontract provides
that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the
Subcontractor's Cost of the Work and fee shall be determined in the same manner as
Contractor's Cost of the Work and fee as provided in this Paragraph 11.01.
4. Costs of speciat consultants (including but not limited to engineers, architects, testing
laboratories, surveyors, attorneys, and accountants) employed for services specifically related
to the Work.
5. Supplemental costs including the following:
a. The proportion of necessary transportation, travel, and subsistence expenses of
Contractor's employees incurred in discharge of duties connected with the Work.
b. Cost, including transporta.tion and ma.intenance, of all materials, supplies, equipment,
machinery, appliances, office, and temporary facilities at the Site, and hand tools not
owned by the workers, which are consumed in the performance of the Work, and cost,
less market value, of such items used but not consumed which remain the property of
Contractor.
c. Renta.ls of all construction equipment and machinery, and the parts thereof whether
rented from Contractor or others in accordance with rental agreements approved by
Owner with the advice of Engineer, and the costs of transportation, loading, unloading,
assembly, dismanfling, and removal thereo£ All such costs shall be in accordance with
the terms of said rental agreements. T'he rental of any such equipment, machinery, or
parts shall cease when the use thereof is no longer necessary for the Work.
d. Sales, consumer, use, and other similar taxes related to the Work, and for which
Contractor is liable, as imposed by Laws and Regulations.
e. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or
anyone directly or indirectly employed by any of them or for whose acts any of them may
be liable, and royalty payments and fees for permits and licenses.
E.TCDC C-700 Standard General CondiHons ofthe Conshvction Contract
Copyright OO 2007 National Society of Professional Engineeis for EJCDC. All iights t�eveerved.
Paee 44 of 62
f. Losses and damages (and related expenses) caused by damage to the Work, not
compensated by insurance or otherwise, sustained by Contractor in connec�ion with the
performance of the Work (except losses and damages within the deductible amounts of
property insurance established in accordance with Paragraph 5.06.D), provided such
losses and damages have resulted from causes other than the negligence of Contractor,
any Subcontractor, or anyone directly or indirectly employed by any of them or for
whose acts any of them may be liable. Such losses shall include settlements made with
the written consent and approval of Owner. No such losses, damages, and expenses shall
be included in the Cost of the Work for the purpose of determining Contractor's fee.
g. The cost of utilities, fuel, and sanitary facilities at the Site.
h. Minor expenses such as telegrams, long distance telephone ca11s, telephone service at the
Site, express and courier services, and similar petry cash items in connection with the
Work.
i. The costs of premiums for a11 bonds and insurance Contractor is required by the Contract
Documents to purchase and maintain.
B. Costs Excluded.• The term Cost of the Work sha11 not include any of the following iterns:
Payroll costs and other compensation of Contractor's officers, executives, principals (of
partnerships and sole proprietorships), general managers, safety managers, engineers,
architects, estimators, attorneys, auditors, accounta.nts, purchasing and contracting agents,
expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the
Site or in Contractor's principal or branch office for general administration of the Work and
not specifically included in the agreed upon schedule of job classifications referred to in
Paragraph 11.Ol.A.l or specifically covered by Pa.ragraph 11.O1.A.4, all of which are to be
considered administrative costs covered by the Contractor's fee.
2. Expenses of Contractor's principal and branch of�ices other than Contractor's office at the
Site.
3. Any part of Contractor's capital expenses, including interest on Contractor's capital
employed for the Work and charges against Contractor for delinquent payments.
4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly
employed by any of them or for whose acts any of them may be liable, including but not
limited to, the correction of defective Work, disposal of materials or equipment wrongly
supplied, and making good any damage to property.
5. Other overhead or general expense costs af any kind and the costs of any item not
specifically and expressly included in Paragraphs 11.O1.A.
C. Cont�actor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee
shall be determined as set forth in the Agreement. When the value of any Work covered by a
Change Order or when a Claim for an adjustment in Contract Price is deternuned on the basis of
Cost of the Work, Contractor's fee shall be deternuned as set forth in Paragraph 12.O1.C.
E,TCDC C-700 Standard General Condiflons ofthe Construction Contract
Copyright OO 2007 NaHonal Society of Professional Fn�neers for TJCDC. All righks reserved.
Paee 45 of 62
D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to
Paragraphs 11.O1.A and 11.O1.B, Contractor will establish and maintain records thereof in
accordance with generally accepted accounting practices and submit in a form acceptable to
Engineer an itemized cost breakdown together with supporting data..
11.2 Allawances
A. It is understood that Contractor has included in the Contract Price all allowances so named in the
Contract Documents and shall cause the Work so covered to be performed for such sums and by
such persons or entities as may be acceptable to Owner and Engineer.
B. Cash Allowances:
1. Contractor agrees that:
a. the cash allowances include the cost to Contractor (less any applicable trade discounts) of
materials and equipment required by the allowances to be delivered at the Site, and a11
applicable t�es; and
b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead,
profit, and other expenses contemplated for the cash allowances ha�e been included in
the Contract Price and not in the allowances, and no demand for additional payment on
account of any of the foregoing will be valid.
C. Contingency Allowance:
1. Contractor agrees that a contingency allowance, if any, is for the sole use of Owner to cover
unanticipated costs.
D. Prior to final payment, an appropriate Change Order will be issued as recommended by Engineer
to reflect actual amounts due Contractor on account of Work covered by allowances, and the
Contract Price shall be correspondingly adjusted.
11.3 Unit Price Work
A. Where the Contract Documents provide that a11 or part of the Work is to be Unit Price Work,
initially the Contract Price will be deemed to include for a11 Unit Price Work an amount equal to
the sum of the unit price for each separately identified item of Unit Price Work times the
estimated quantity of each item as indicated in the Agreement.
B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the
purpose of comparison of Bids and deternuning an initial Contract Price. Determinations of the
actual quantities and classifications of Unit Price Work performed by Contractor will be made by
Engineer subject to the provisions of Paragraph 9.07.
C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to
cover Contractor's overhead and profit for each separately identified item.
EJCDC C-700 Standeid General Condilions of the Conshvction Conlract
Copyright � 2007 National Society of Profes�onal Engineeis for �.TCDC. AII rigl►ts reserved.
Paee 46 of 62
D. Owner or Contractor may make a Claim for an adjustment in the Contract Price in accordance
with Paragraph 10.05 if:
1. the quantity of any item of Unit Price Work performed by Contractor differs materially and
significantly from the estimated quantity of such item indicated in the Agreement; and
2. there is no corresponding adjustment with respect to any other item of Work; and
Contractor believes that Contractor is entitled to an increase in Contract Price as a result of
having incurred additional expense or Owner believes that Owner is entitled to a decrease in
Contract Price and the parties are unable to agree as to the amount of any such increase or
decrease. ,
ARTICLE 12 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIMES
12.1 Change of Contract Price
A. The Contract Price may only be changed by a Change Order. Any Claim for an adjustment in the
Contract Price sha11 be based on written notice submitted by the party making the Claim to the
Engineer and the other party to the Contract in accordance with the provisions of Paragraph
10.05.
B. The value of any Work covered by a Change Order or of any Claim for an adjustment in the
Contract Price will be determined as follows:
where the Work involved is covered by unit prices contained in the Contract Documents, by
application of such unit prices to the quantities of the items involved (subject to the
provisions of Paragraph 11.03); or
2. where the Work involved is not covered by unit prices contained in the Contract Documents,
by a mutually agreed lump sum (which may include an allowance for overhead and profit not
necessarily in accordance with Paragraph 12.O1.C2}; or
3. where the Work involved is not covered by unit prices contained in the Contract Documents
and agreement to a lump sum is not reached under Paragraph 12.O1.B2, on the basis of the
Cost of the Work (determined as provided in Paragraph 11.01) plus a Contractor's fee for
overhead and profit (determined as provided in Paragraph 12.O1.C).
C. Cont�-actor'sFee: The Contractor's fee for overhead and profit shall be determined as follows:
1. a mutually acceptable fixed fee; or
2. if a fixed fee is not agreed upon, then a fee based on the following percenta.ges of the various
portions of the Cost of the Work:
a. for costs incurred under Paragraphs 11.O1.A.1 and 11.OI.A2, the Contractor's fee shall
be 15 percent;
b. for costs incurred under Paragraph 11.O1.A.3, the Cantractor's fee sha11 be five percent;
E,TCDC C-700 Standard General CondiHons of the Construcfion Contract
Copyright � 2007 NaHonal Society of Professional Engineers for EJCDC. All rip�►ts reserved.
Page 47 of 62
c. where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee
and no fixed fee is agreed upon, the intent of Paragraphs 12.O1.C.2.a and 12.OI.C.2.b is
that the Subcontractor who actually performs ihe Work, at whatever tier, will be paid a
fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.O1.A.1
and 11.O1.A.2 and that any higher tier Subcontractor and Contractor will ea.ch be paid a
fee of five percent of the amount paid to the ne� lower tier Subcontractor;
d. no fee shall be payable on the basis of costs itemized under Paragraphs 11.O1.A.4,
11.O1.A.5, and 11.O1.B;
the amount of credit to be allowed by Contractor to Owner for any change which results
in a net decrease in cost will be the amount of the actual net decrease in cost plus a
deduction in Contractor's fee by an amount equal to five percent of such net decrease;
and
f. when both additions and credits are involved in any one change, the adjustment in
Contractor's fee shall be computed on the basis of the net change in accordance with
Paragraphs 12.O1.C2.a through 12.O1.C2.e, inclusive.
12.2 Change of Contract Times
A. The Contract Times may only be changed by a Change Order. Any Claim for an adjustment in
the Contract Times shall be based on written notice submitted by the pariy making the Claim to
the Engineer and the other pariy to the Contract in accordance with the provisions of Paragraph
10.05.
B. Any adjustment of the Contract Times covered by a Change Order or any Claim for an
adjustment in the Contract Times will be determined in accordance with the provisions of this
Article 12.
12.3 Delays
A. Where Contractor is prevented from completing any part of the Work within the Contract Times
due to delay beyond the control of Contractor, the Contract Times will be extended in an amount
equal to the time lost due to such delay if a Claim is made therefor as provided in Paragraph
12.OZ.A. Delays beyond the control of Contractor shall include, but not be limited to, acts or
neglect by Owner, acts or neglect of utility owners or other contractors performing other work as
contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God.
B. If Owner, Engineer, or other contractors or utility owners performing other work for Owner as
contemplated by Article 7, or anyone for whom Owner is responsible, delays, disrupts, or
interferes with the performance or progress of the Work, then Contractor shall be entifled to an
equitable adjustment in the Contract Price or the Contract Times, or both. Contractor's
entitlement to an adjustment of the Contract Times is conditioned on such adjustment being
essential to Contractor's ability to complete the Work within the Contract Times.
C. If Contractor is delayed in the performance or progress of the Work by fire, flood, epidemic,
abnormal weather conditions, acts of God, acts or failures to act of utility owners not under the
EJCDC C-700 Standatd General Conditions of the Constr�icfion Contract
Copyriglit � 2007 National Sociely of Professional P'mgineeis for EJCDC. All rights reserved.
Paee 48 of 62
control of Owner, or other causes not the fault of and beyond control of Owner and Contractor,
then Contractor sha11 be entitled to an equitable adjustment in Contract Times, if such adjustment
is essential to Contractor's ability to complete the Work within the Contract Tin�es. Such an
adjustment shall be Contractor's sole and exclusive remedy for the delays desci�bed in this
Paragraph 12.03.C.
D. Owner, Engineer, and their officers, directors, members, partners, employees, agents,
consultants, or subcontractors 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 a11 court or arbitration or other dispute resolution costs) susta.ined by
Contractor on or in connection with any other project or anticipated project.
E. Confxactor shall not be entitled to an adjustment in Contract Price or Contract Times for delays
within the contral of Contractor. Delays attributable to and within the control of a Subcontractor
or Supplier shall be deemed to be delays within the control of Contractor.
ARTICLE 13 — TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF
DEFECTIVE WORK
. .,
. . _ ��T
.
c.:� -
►.
. .. •
7 2 2 T �s� .,�,,.�i T�...��.f;�++..�
A. cvr:iraoTAr�nsiii --�o�i-x�xxrcc:—iiii�2iy—i�vav�6��6$�iii@99-6�-�
> >
� � - - - -
�
r. � � ■
GoC�l::�i-i"n:Gi:ri�ae�i:i"e:�7;i:;:::;:v�i:�oi="�����"�'�'�� -�:��:a:e:�s� — - --
►
�i � � ��
\
EJCDC C-700 Standard General Conditions of the Consh�uclian Contract
Copyrip�it � 20a7 National Society of Professional Fngineers for �,TCDC. All rights reserved.
Paee 49 of 62
._ _ �
:.•,..�:,_.�:;..._ _ ..�:.�.=.����=
� - - -
- - � -
.
E. , ,
, , ,
. . _ -
- ..,:.:.s:, .,�: .:,:,:,:.:,:..�:
,
. - -
: - - -
. " .
_ .
. ..
I�
.
. ..
EJCDC C-700 Standard Genera! Condifions of the Consh�icfion Contract
Copyrip�t OO 2047 Nalional Society of Professtonal Engineers for E.TCDC. All riglits reserved.
Paee 50 of 62
� Owner May Stop the Work
A. 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 compieted Work wili
conform to the Contract Documents, Owner may order Contractor to stop the Work, or any
portion thereof, until the cause for such order has been eliminated; however, this right of Owner
to stop the Work sha11 not give rise to any duty on the part of Owner to exercise this right for the
benefit of Contractor, any Subcontractor, any Supplier, any other individual or entity, or any
surety for, or employee or agent of any of them.
_ .• , . . ��"_:,_ �
. • - -
.
• . .. � � - '?rs*=!�!!S- �
� - - -
_ �.
> > •
•,
�. �• -
� . - ' '
_ .
�. -
. ,
7 a L. ,7„F ti.,.� �S7„�ir• „
. �
. >
'�L. �il., 1� +l,�t : � .,.�� .a�� ..�:..� �,,.7
�...,.,...,, _...
�L, +1 1 ,7 ,. . ,1 s: «.. +L, or„� ,-..,,.
� _ �
�
•
� .
TJCDC C-700 Sfandard General Conditions of the Conshvction Contract
Copyri�it O 2007 National Society of Professional Engineers for EJCDC. All rig�►fs r�erved.
Paee 51 of 62
C.
� �.
� .
. .
� .
.,
. ..
- - •
.
.
. .
. �
.
. ..
.
. .. . ,
. ._ .
.
. .
; . .. ..
.
E.TCDC C-700 Standard General Conditions of the Conshuclion Contrad
Copyrigl►t 0 2007 NaHonal Society of Profes�onal Engineeis for TJCDC. All ri�ts reserved.
Page 52 of 62
_ .
. .
� - -
a •
� f! - .,
- • - -
. �• �
- - '_ _
• �-
• --
� � � -
�
•. • -
�. ��
:�=
ARTICLE 14 — PAYMENTS TO CONTRACTOR AND COMPLETION
14.1 Schedule of I�alues
A. The Schedule of Values established as provided in Paragraph 2.07.A will serve as the basis for
progress payments and will be incorporated into a form of Application for Payment acceptable to
Engineer. Progress payments on account of Unit Price Work will be based on the number of units
completed.
14.2 Progress Payments
A. Applications for Payments:
At least 20 days before the date established in the Agreement for each progress payment (but
not more often than once a month), Contractor shall submit to Engineer for review an
Application for Payment filled out and signed by Contractor covering the Work completed as
of the date of the Application and accompanied by such supporting documenta,tion as is
required by the Contract Documents. If payment is requested on the basis of materials and
equipment not incorporated in the Work but delivered and suitably stored at the Site or at
another location agreed to in writing, the Application for Payment shall also be accompanied
by a bill of sale, invoice, or other documentation wananting that Owner has received the
materials and equipment free and clear of aIl Liens and evidence that the materials and
equipment are covered by appropriate property insurance or other arrangements to protect
Owner's interest therein, all of which must be satisfactory to Owner.
2. Beginning with the second Application for Payment, each Application shall include an
affidavit of Contractor stating that a11 previous progress payments received on account of the
T.TCDC C-700 Standard Generul Conditions oftlie Conshvcfion Contract
Copyright OO 2IXY7 Natlonal Society of Aofessional T.ngineeis for E.TCDC. All rights reserved.
Paee 53 of 62
Work have been applied on account to discharge Contractor's legitimate obligations
associated with prior Applica.tions for Payment.
3. The amount of retainage with respect to progress payments will be as stipulated in the
Agreement.
B. Review ofApplications:
1. Engineer will, within 10 days after receipt of each Application for Payment, either indicate in
writing a recommendation of payment and present the Application to Owner or return the
Application to Contractor indicating in writing Engineer's reasons for refusing to recommend
payment. In the latter case, Contractor may make the necessary corrections and resubmit the
Application.
2. Engineer's recommendation of any payment requested in an Application for Payment will
constitute a representa.tion by Engineer to Owner, based on Engineer's observations of the
executed Work as an experienced and qualified design professional, and on Engineer's
review of the Application for Payment and the accompanying data. and schedules, that to the
best of Engineer's knowledge, information and belief:
a. the Work has progressed to the point indicated;
b. the quality of the Work is generally in accordance with the Contract Documents (subject
to an evaluation of the Work as a functioning whole prior to or upon Substantial
Completion, the results of any subsequent tests called for in the Contract Documents, a
final determinarion of quantities and classifications for Unit Price Work under Paragraph
9.07, and any other qualifications stated in the recommendation); and
c. the conditions precedent to Contractor's being entitled to such payment appear to have
been fulfilled in so far as it is Engineer's responsibility to observe the Work.
3. By recommending any such payment Engineer will not thereby be deemed to have
represented that:
a. inspections made to check the quality or the quantity of the Work as it has been
performed have been exhaustive, e�ended to every aspect of the Work in progress, or
involved detailed inspections of the Work beyond the responsibilities specifically
assigned to Engineer in the Contract Documents; or
b. there may not be other matters or issues between the parties that might entifle Contractor
to be paid additionally by Owner or entitle Owner to withhold payment to Contractor.
4. Neither Engineer's review of Contractor's Work for the purposes of recommending
payments nor Engineer's recommendation of any payment, including final payment, will
impose responsibility on Engineer:
a. to supervise, direct, or control the Work, or
EJCDC C-700 Standard Genecal Condilions of the Consh�iction Contract
Copytight �O 2007 NaHoml Society of Profes�onal Engineeis for E.TCDC. All righks reserved.
Pase 54 of 62
b. for the means, methods, techniques, sequences, or procedures of construction, or ihe
safety precautions and programs incident thereto, or
c. for Contractor's failure to comply with Laws and Regulations applicable to Contractor's
performance of the Work, or
d. to make any examination to ascerta.in how or for what purposes Contractor has used the
moneys paid on account of the Contract Price, or
e. to determine that title to any of the Worl� materials, or equipment has passed to Owner
free and clear of any Liens.
5. Engineer may refuse to recommend the whole or any part of any payment if, in Engineer's
opinion, it would be incorrect to make the representations to Owner stated in
Paragraph 14.02.B.2. Engineer may also refuse to recommend any such payment or, because
of subsequently discovered evidence or the results of subsequent inspections or tests, revise
or revoke any such payment recommendation previously made, to such extent as may be
necessary in Engineer's opinion to protect Owner from loss because:
a. the Work is defective, or completed Work has been damaged, requiring correction or
replacement;
b. the Contract Price has been reduced by Change Orders;
c. Owner has been required to correct defective Work or complete Work in accordance with
Paragraph 13.09; or
d. Engineer has actual knowledge of the occurrence of any of the events enumerated in
Paragraph 15.02.A.
C. Payment Becomes Due:
1. Ten days after presentation of the Application for Payment to Owner with Engineer's
recommendaiion, the amount recommended will (subject to the provisions of Paragraph
14.02.D) become due, and when due will be paid by Owner to Contractor.
D. Reduction in Payment:
1. Owner may refuse to make payment of the full amount recommended by Engineer because:
a. claims have been made against Owner on account of Contractor's performance or
furnishing of the Work;
b. Liens have been filed in connection with the Work, except where Contractor has
delivered a specific bond satisfactory to Owner to secure the satisfaction and discharge of
such Liens;
c. there are other items entifling Owner to a set-off against the amount recommended; or
E,TCDC C-700 Standard General Conditions ofthe Consh�ucfion Contract
Copyright 0 2007 NaHonal Society of Professional Tngineeis for E.TCDC. All rights reserved.
PaQe 55 of 62
d. Owner has actual knowledge of the occurrence of any of the events enumerated in
Paragraphs 14.02.B.S.a through 14.02.B.S.c or Paragraph 15.02.A.
2. If Owner refuses to make payment of the full amount recommended by Engineer, Owner will
give Contractor immediate written notice (with a copy to Engineer) stating the reasons for
such action and promptly pay Contractor any amount remaining after deduction of the
amount so withheld. Owner shall prompdy pay Contractor the amount so withheld, or any
adjustment thereto agreed to by Owner and Contractor, when Contractor remedies the
reasons for such action.
3. Upon a subsequent determination that Oumer's refusal of payment was not justified, the
amount wrongfully withheld shall be treated as an amount due as determined by Paragraph
14.02.C.1 and subject to interest as provided in the Agreement.
.. �
. . . .
14.4 Substantial Completion
A. When Contractor considers the entire Work ready for its intended use Contractor shall notify
Owner and Engineer in writing that the entire Work is substantially complete (except for items
specifically listed by Contractor as incomplete) and request that Engineer issue a ceriificate of
Substa.ntial Completion.
B. Promptly after Contractor's notification, Owner, Contractor, and Engineer sha11 make an
inspection of the Work to determine the sta.tus of completion. If Engineer does not consider the
Work substantially complete, Engineer will notify Contractor in writing giving the reasons
therefor.
C. If Engineer considers the Work substantially complete, Engineer will deliver to Owner a
tentative certificate of Substantial Completion which shall fix the date of Substantial Completion.
There shall be atta.ched to the certificate a tenta.tive list of items to be completed or corrected
before final payment. Owner sha11 have seven days after receipt of the tenta.tive certificate during
which to make written objection to Engineer as to any provisions of the certificate or attached
list. If, after considering such objections, Engineer concludes that the Work is not substantially
complete, Engineer will, within 14 days after submission of the tentative certificate to Owner,
notify Contractor in writing, stating the rea.sons therefor. If, after consideration of Owner's
objections, Engineer considers the Work substantially complete, Engineer will, within said 14
days, execute and deliver to Owner and Contractor a definitive certificate of Substantial
Completion (with a revised tentative list of items to be completed or corrected) reflecting such
changes from the tentative certificate as Engineer believes justified after consideration of any
objections from Owner.
D. At the time of delivery of the tenta.tive certificate of Substantial Completion, Engineer will
deliver to Owner and Contractor a written recommendation as to division of responsibilities
EJCDC C-700 Sfandard Geneial Conditions ofthe Consirucfion Contract
Copyright � 2IXY1 National Socfety of Professonal Tngineeis for T.TCDC. All ri�tts reserved. ,
Page 56 of 62
pending final payment between Owner and Contractor with respect to security, operation, safety,
and protection of the Work, maintenance, heat, utilities, insurance, and warranties and
guarantees. Unless Owner a.nd Contractor agree othenuise in writing and so inform Engineer in
writing prior to Engineer's issuing the definitive certificate of Substantial Completion,
Engineer's aforesaid recommendatian wili be binding on Owner and Contractor until final
payment.
E. Owner sha11 have the right to exclude Contractor from the Site after the date of Substantial
Completion subject to allowing Contractor reasonable access to remove its properly and
complete or correct items on the tentative list.
14.5
,_ .
.
. _
. -
� _ ..
.
. _
. . �. �
� - -
• -
� - -
— — . . �.
. -
. �
14.6 �a�c�i�r
.
..
T.TCDC C-700 Stattdard General Condiflons of tlie Conshvcfion Conlract
Copyright � 20fi7 Nafional SoQety of Professional Fa�gineeis for E,TCDC. All rights reserved.
Paee 57 of 62
14.7 Final Payment
A. Application for Payment:
1. After Contractor has, in the opinion of Engineer, satisfactorily completed ail corrections
identified during the final inspection and has delivered, in accordance with the Contract
Documents, a11 maintenance and operaiing instructions, schedules, guarantees, bonds,
certificates or other evidence of insurance, certificates of inspection, marked-up record
documents (as provided in Paragraph 6.12), and other documents, Contractor may make
application for final payment following the procedure for progress payments.
2. The final Application for Payment shall be accompanied (except as previously delivered) by:
a. all documenta.tion called for in the Contract Documents, including but not limited to the
evidence of insurance required by Paragraph 5.04.B.6;
b. consent of the surety, if any, to final payment;
c. a list of all Claims against Owner that Contractor believes are unsettled; and
d. complete and legally effective releases or waivers (satisfactory to Owner) of all Lien
rights arising out of or Liens filed in connection with the Work.
3. In lieu of the releases or waivers of Liens specified in Paragraph 14.07.A2 and as approved
by Owner, Contractor may furnish receipts or releases in full and an affidavit of Contractor
that: (i} the relea.ses and receipts include a11 labor, services, material, and equipment for
which a Lien could be filed; and (ii) all payrolls, material and equipment bills, and other
indebtedness connected with the Work for which Owner might in any way be responsible, or
which might in any way result in liens or other burdens on Owner's property, have been paid
or otherwise satisfied. If any Subcontractor or Supplier fails to furnish such a release or
receipt in full, Contractor may furnish a bond or other collateral satisfactory to Owner to
indemnify Owner against any Lien.
B. Engineer'sReview ofApplication andAcceptance:
1. If, on the basis of Engineer's observation of the Work during construction and final
inspection, and Engineer's review of the final Application for Payment and accompanying
documentation as required by the Contract Documents, Engineer is satisfied that the Work
has been completed and Contractor's other obligations under the Contract Documents have
been fulfilled, Engineer will, within ten days after receipt of the final Application for
Payment, indicate in writing Engineer's recommendation of payment and present the
Application for Payment to Owner for payment. At the same time Engineer will also give
written notice to Owner and Contractor that the Work is acceptable subject to the provisions
of Paragraph 14.09. Otherwise, Engineer will return the Application for Payment to
Contractor, indicating in writing the reasons for refusing to recommend final payment, in
which case Contractor sha11 make the necessary corrections and resubmit the Application for
Payment.
C. Payment Becomes Due:
T.TCDC G700 Standard General Conditions of the Consh�►ction Contract
Copyright � 2007 National Society ofPtnfessional TnQineeis forT,TCDC. All righfs reserved.
PaQe 58 of 62
1. Thirly days after the presentation to Owner of the Application for Payment and
accompanying documentation, the amount recommended by Engineer, less any sum Owner
is entitled to set off against Engineer's recammendation, including but not limited to
liquidated damages, will become due and will be paid by Owner to Contractor.
14.8 Final Completion Delayed
A. If, through no fault of Contractor, final complefiion of the Work is significantly delayed, and if
Engineer so confirms, Owner shall, upon receipt of Contractor's final Application for Payment
(for Work fully completed and accepted) and recommendation of Engineer, and without
ternunating the Contract, make payment of the balance due for that portion of the Work fully
completed and accepted. If the remaining balance to be held by Owner for Work not fully
completed or corrected is less than the retainage stipulated in the Agreement, and if bonds have
been furnished as required in Paragraph 5.01, the written consent of the surety to the payment of
the balance due for that portion of the Work fully completed and accepted shall be submitted by
Contractor to Engineer with the Application for such payment. Such payment shall be made
under the terms and conditions governing final payment, except that it shall not constitute a
waiver of Claims.
14.9 Waiver of Claims
A. The making and accepta.nce of final payment will constitute:
1. a waiver of all Claims by Owner against Contractor, except Claims arising from unsettled
Liens, from defective Work appearing after final inspection pursuant to Paragraph 14.06,
from failure to comply with the Contract Documents or the terms of any special guarantees
specified therein, or from Contractor's continuing obligations under the Contract Documents;
and
2. a waiver of a11 Claims by Contractor against Owner other than those previously made in
accordance with the requirements herein and expressly acknowledged by Owner in writing as
still unsettled.
ARTICLE 15 — SUSPENSION OF WORK AND TERNIINATION
15.1 Owner May Suspend Work
A. At any time and without ca.use, Owner may suspend the Work or any portion thereof for a period
of not more than 90 consecutive days by notice in writing to Contractor and Engineer which will
fix the date on which Work will be resumed. Contractor shall resume the Work on the date so
fixed. Contractor shall be granted an adjustment in the Con�-act Price or an extension of the
Contract Times, or both, direcfly attributable to any such suspension if Contractor makes a Claim
therefor as provided in Paragraph 10.05.
15.2 OwneY May Terminate for Cause
A. The occurrence of any one or more of the following events will justify termination for cause:
G.TCDC C-700 Standard Genetal Conditions of the Construcfion Contract
Copyright � 2007 National SoQety of Professional Engineeis for EJCDC. All rights mserved.
Paee 59 of G2
Contractor's persistent failure to perform the Wark in accordance with the Contract
Documents (including, but not limited to, failure to supply sufficient skilled workers or
suitable materials or equipment or failure to adhere to the Progress Schedule established
under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04);
2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction;
3. Contracior's repeated disregard of the authority of Engineer; or
4. Contractor's violation in any substantial way of any provisions of the Contract Documents.
B. If one or more of the events identified in Paragraph 15.02.A occur, Owner may, after giving
Contractor (and surety) seven days written notice of its intent to terminate the services of
Contractor:
exclude Contractor from the Site, and take possession of the Work and of all Contractor's
tools, appliances, construction equipment, and machinery at the Site, and use the same to the
full extent they could be used by Contractor (without liability to Contractor for trespass or
conversion);
2. incorporate in the Work all materials and equipment stored at the Site or for which Owner
has paid Contractor but which are stored elsewhere; and
3. complete the Work as Owner may deem expedient.
C. If Owner proceeds as provided in Paragraph 15.OZ.B, Contractor shall not be entitled to receive
any further payment until the Work is completed. If the unpaid balance of the Contract Price
exceeds all claims, costs, losses, and damages (including but not limited to all fees and charges
of engineers, architects, attorneys, and other professionals and a11 court or arbitration or other
dispute resolution costs) sustained by Owner arising out of or relating to completing the Work,
such excess will be paid to Contractor. If such claims, costs, losses, and damages exceed such
unpaid balance, Contractor shall pay the difference to Owner. Such claims, costs, losses, and
damages incurred by Owner will be reviewed by Engineer as to their reasonableness and, when
so approved by Engineer, incorporated in a Change Order. When exercising any rights or
remedies under this Paragraph, Owner sha11 not be required to obtain the lowest price for the
Work performed.
D. Notwithstanding Paragraphs 15.02.B and 15.02.C, Contractor's services will not be terminated if
Contractor begins within seven days of receipt of notice of intent to terminate to correct its
failure to perform and proceeds diligently to cure such failure within no more than 30 days of
receipt of said notice.
E. Where Contractor's services have been so ternunated by Owner, the ternunation will not affect
any rights or remedies of Owner against Contractor then existing or which may thereafter accrue.
Any retention or payment of moneys due Contractor by Owner will not release Contractor from
liability.
E.TC'DC C-700 Standatd General Condilions of tlie Construction Con�act
Copyright m 2007 National Society of Profes�onal En�teers for E,TCDC. All rip�►ts reserved.
Paee 60 of G2
F. If and to the e�ent that Contractor has provided a performance bond under the provisions of
Paragraph S.O1.A, the termination procedures of that band sha11 supersede the provisions of
Paragraphs 15.02.B and 15.02.C.
15.3 Owner May Terminate For Corrvenience
A. Upon seven days written notice to Contractor and Engineer, Owner may, without cause and
without prejudice to any other right or remedy of Owner, terminate the Contract. In such case,
Contractor sha11 be paid for (without duplication of any items):
1. completed and accepta.ble Work executed in accordance with the Contract Documents prior
to the effective date of termination, including fair and reasonable sums for overhead and
profit on such Work;
2. expenses sustained prior to the effective date of termination in performing services and
furnishing labor, materials, or equipment as required by the Contract Documents in
connection with uncompleted Work, plus fair and rea.sonable sums for overhead and profit on
such expenses;
3. all claims, costs, losses, and damages (including but not limited to all fees and charges of
engineers, architects, attorneys, and other professionals and a11 court or arbitration or other
dispute resolution costs) incurred in settlement of terminated contracts with Subcontractors,
Suppliers, and others; and
4. reasonable expenses directly attributable to termination.
B. Contractor sha11 not be paid on account of loss of anticipated profits or revenue or other
economic loss arising out of or resulting from such termination.
15.4 Contractor May Stop Work or Terminate
A. If, through no act or fault of Contractor, (i) the Work is suspended for more than 90 consecutive
days by Owner or under an order of court or other public authority, or (ii) Engineer fails to act on
any Application for Payment within 30 days after it is submitted, or (iii) Owner fails for 30 days
to pay Contractor any sum finally determined to be due, then Contractor may, upon seven days
written notice to Owner and Engineer, and provided Owner or Engineer do not remedy such
suspension or failure within that time, terminate the Contract and recover from Owner payment
on the same terms as provided in Paragraph 15.03.
B. In lieu of terminating the Contract and without prejudice to any other right or remedy, if
Engineer has failed to act on an Application for Payment within 30 days after it is submitted, or
Owner has failed for 30 days to pay Contractor any sum finally determined to be due, Contractor
may, seven days after written notice to Owner and Engineer, stop the Work until payment is
made of a11 such amounts due Contractor, including interest thereon. The provisions of this
Paragraph 15.04 are not intended to preclude Contractor from making a Claim under Paragraph
10.05 for an adjustment in Contract Price or Contract Times or otherwise for expenses or damage
directly attributa.ble to Contractor's stopping the Work as permitted by this Paragraph.
E.TCDC C-700 Standard General Conditions ofthe Consh�uction Conhact
Copyright �O 2007 NaHonal Society of Professional Fa�gineeis for EJCDC. All rights reserved.
Paee 61 of 62
ARTICLE 16 — DISPUTE RESOLUTION
16.1 Methods cmd Procedures
A. Either Owner or Contractor may request mediation of any Claim submitted to Engineer for a
decision under Paragraph 10.05 before such decision becomes final and binding. The mediation
will be governed by the Construction Industry Mediation Rules of the American Arbitration
Association in effect as of the Effective Date of the Agreement. The request for mediation shall
be submitted in writing to the American Arbitration Association and the other parry to the
Contract. Timely submission of the request shall stay the effect of Paragraph 1 O.OS.E.
B. Owner and Contractor shall participate in the mediation process in good faith. The process shall
be concluded within 60 days of filing of the request. The date of termination of the mediation
shall be determined by application of the mediation rules referenced above.
C. If the Claim is not resolved by mediation, Engineer's action under Paragraph 10.O5.0 or a denial
pursuant to Paragraphs 10.O5.C.3 or 10.O5.D shall become final and binding 30 days after
termination of the mediation unless, within that time period, Owner or Contractor:
elects in writing to invoke any dispute resolution process provided for in the Supplementary
Conditions; or
2. agrees with the other pariy to submit the Claim to another dispute resolution process; or
gives written notice to the other party of the intent to submit the Claim to a court of
competent jurisdiction.
ARTICLE 17 — NIISCELLANEOUS
--,�.,
�:
. .. .
e
!�:f ETSf!!l���!R'fJ
�'7 7 !'.,�....�.f.,�-;.,,.. .,�f'T'H..��
.I.. \.
EJCDC C-700 Standard General Conditions of the ConstnicHon Confract
Copyright �O 2QfY7 National Society of Profes�onal Fn�neeis for E,TCDC. All rights reserved.
Paee 62 of 62
.,
. _
. �
■ -
. if:�e�:�+r�se*a
.���_.,,�.� —
. - _ -
■
�
� Controlling Law
A. This Contract is to be governed by the law of the state in which the Project is located.
._
_ - ,.,:,.
,-t,o�� r_o.,o.,,� r„�a:+:,,n�
TJCDC C-700 Standatd Generel Condi4ons of Ehe Consh�uction Conh�act
Copyright � 2007 National Society of Pmfessional Faigineers for E.TCDC. All dghts reserved.
Paee 63 of 62
SUPPLEMENTARY CONDITIONS
Page 1 of 10
SUPPLEMENTARY CONDITIONS
Supptementary Conditions
These Supplementary CondiNons amend or supplemeni the Standard General Conditions of
the Construction Contract, EJCDC C-700 (2007 Edition). All provisions which are not so
amended or supplemented remain in full force and effect
The terms used in these Supplementary Conditions have the meanings stated in the General
Conditions. Additional terms used in these Supplementary Conditions have the meanings
stated below, which are applicable to both the singular and plural thereof.
The address system used in these Supplementary Conditions is the same as the address
system used in the General Conditions, with the prefiz "SC" added thereto.
SC1.01 DEFINED TERMS
The terms used in these Supplementary Conditions which are defined in the Standard General
Conditions of the Construction Contract, EJCDC C-700 (2007 Edition) have the meanings
assigned to them in the General Conditions and the Standard City Conditions of the Construction
Contract for Developer Awarded Project
Amend the following definitions of 1.01 to read as follows:
Contract — Refer to Standard City Condition of the Construction Contract for Developer
Awarded Project.
Contract Documents - Refer to Standard City Condition of the Construction Contract for
Developer Awarded Project.
Contract Times — is defined as a calendar day including weekends and holidays.
Engineer - Refer to Standard City Condition of the Construction Contract for Developer
Awarded Project.
General Requirements - Refer to Standard City Condition of the Construction Contract for
Developer Awarded Project.
Milestone - Refer to Standard City Condition of the Construction Contract for Developer
Awarded Project.
Owner — as known as the developer in the Standard City Condition of the Construction Contract
for Developer Awarded Project.
Site - Refer to Standard City Condition of the Construction Contract for Developer Awarded
Proj ect.
Specifications - Refer to Standard City Condition of the Construction Contract for Developer
Awarded Project.
Water, Sanita�y Sewer, Pavrng, Drainage & Street Lighting Improvements to se�ve Croivley Stadium
CPN103113
SUPPLEMENTARY CONDITTONS
Page 2 of 10
Work - Refer to Standard City Condition of the Construction Contract for Developer Awarded
Proj ect.
SC1.02 TERNIINOLOGY
Delete Paragraph 1.02.D in its entirety and refer to Standard City Condition of the Construction
Contract for Developer Awarded Project Paragraph 1.02.B.
Delete Paragraph 1.02.E in its entirety and refer to Standard Cit� Condition of the Construction
Contract for Developer Awarded Proj ect Paxagraph 1.02.C.
SC2.02 COPIES OF DOCUMENTS
Amend the first sentence of Paragraph 2.02 to read as follows:
"Owner shall furnish to Contractor up to three printed or hard copies of the Drawings and
Proj ect Manua.l."
SC2.03 COMIV�NCEMENT OF CONTRACT TIME; NOTICE TO PROCEED
Delete Paragraph 2.03.A. of the General Conditions in its entirety and insert the following in its
place:
"Commencement of Contract Time shall begin on the date indicated during the pre-
construction meeting with the City. The date indicated during the pre-construction
meeting will be determined by the Owner, City and Contractor and as indicated in the
Notice to Proceed."
SC2.05 BEFORE STARTING CONSTRUCTION
Delete Paragraph 2.05 in its entirety and refer to Standard City Condition of the Construction
Contract for Developer Awarded Project Paragraph 2.01.
5C2.06 PRECONSTRUCTION CONFERENCE; DESIGNATION OF
AUTHORIZED REPRESENTATIVE
Delete Paragraph 2.06 in its entirety and refer to Standard City Condition of the Construction
Contract for Developer Awarded Project Paragraph 2.02.
SC3.01 INTENT
Add the following language after the second sentence of Paragraph 3.O1.B of the General
Conditions:
"In the event there are any conflicts between the plans, the specifications or other
Contract Documents the priority of interpretation will be as follows: Signed Contract
Agreement, CONTRACTOR'S Proposal, Project Drawings or Plans, Standard City
Water•, Sanitay Sewer, Paving, Drainage & Street Lighting Improvements to sen�e Crowley Stadium
CPN103113
SUPPLEMENTARY CQNDITIONS
Page 3 of 10
Conditions of the Construction Contract for Developer Awarded Projects, Supplementary
Conditions, General Conditions, Project Specifications, Referenced Specifications."
SC3.02 REFERENCE STANDARDS
Delete Paragraph 3.02 in its entirety and refer to Standard City Condition of the Construction
Contract for Developer Awarded Project Paragraph 3.01.
SC3.04 AMENDING AND SUPPLEMENTING CONTRACT DOCUMENTS
Delete Paragraph 3.04 in its entirety and refer to Standard City Condition of the Construction
Contract for Developer Awarded Project Paragraph 3.02.
SC4.02 SUBSURFACE AND PHYSICAL CONDITION
Add the following new paragraphs immediately after Paragraph 4.02.B:
C. The following reports of explorations and tests of subsurface conditions at or
contiguous to the Site are known to Owner:
Reports dated July 2014 (Amended December 2014), prepared by Alpha
Testing entitled: "Final Geotechnical Exploration on Seventeen Lakes (Phases
3 and 4)".
a. All of the information in such drawings constitutes "technical data." on
which Contractor may rely.
D. The reports and drawings identified above are not part of the Contract Documents, but
the "technical data" contained therein upon which Coniractor may rely, as expressly
identified and established above, are incorporated in the Contract Documents by
reference. Contractor is not entitled to rely upon any other information and data known
to or identified by Owner or Engineer.
SC4.04 UNDERGROUND FACILITIES
Add the following language to the beginning of Paragraph 4.04.B of the General Conditions:
"Contractor shall contact the city water & sewer and public works departments and utility
companies which have a franchise to operate in the area of the project site and shall
determine the location of their facilities at or contiguous to the site and sha11 protect same
from damage during construction."
SC4.06 HAZARDOUS ENVIRONMENTAL CONDITIONS
Delete Paragraphs 4.06.A and 4.06.B in their entirety and insert the following:
A. No reports or drawings related to Hazardous Environmental Conditions at the Site are
known to Owner.
Water, Sanitary Sewer, Paving, Drainage & StreetLighting Impr•ovemerzts to serve Crow(ey Stadium
CPN103113
SUPPLEMENTARY COIVDITIONS
Page 4 of 10
B. Not Used.
SC5.01 PERFROMANCE, PAYMENT AND OTHER BONDS
Delete Paragraph 5.01 in its entirety and refer to Sta.ndard City Condition of the Construction
Contract for Developer Awarded Project Paragraph 4.02.
SC5.02 LICENSED SURETIE5 AND INSURERS
Delete Paragraph 5.02 in its entirety and refer to Standard City Condition of the Construction
Contract for Developer Awarded Proj ect Paragraph 4.01.
SC5.03 CERTIFICATES OF INSURANCE
Delete Paragraph 5.03 in its entirety and refer to Standard City Condition of the Construction
Contract for Developer Awarded Proj ect Paragraph 4.03.
SC5.04 CONTRACTOR'S INSURANCE
Add the following language at the end of the Paragraph 5.04.B.6.b:
"Contractor shall include the Engineer and their designee as additional insured."
SC5.06 PROPERTY INSURANCE
Delete Paragraph 5.06 in its entirety.
SC5.09 ACCEPTANCE OF BONDS AND INSURANCE; OPTION TO REPLACE
Delete Paragraph 5.09 in its entirety and refer to Standard City Condition of the Construction
Contract for Developer Awarded Proj ect Paragraph 4.05.
SC6.01 SUPERVISION AND SUPERINTENDENCE
Delete Paragraph 6.01 in its entirety and refer to Standard City Condition of the Construction
Contract for Developer Awarded Project Paragraph 5.01.
SC6.02 LABOR; WORKING HOURS
Delete Paragraph 6.02 in its entirety and refer to Standard City Condition of the Construction
Contract for Developer Awarded Project Paragraph 5.02.
SC6.03 SERVICES, MATERIALS AND EQUIPMENT
Delete Paragraph 6.03 in its entirety and refer to Standard City Condition of the Construction
Contract for Developer Awarded Project Paragraph 5.03.
SC6.04 PROGRESS SCHEDULE
Water, Sanitary Sewer, Paving, Drainage & Sh-eet Ligh[ing Improvements to serve G•owley Stadium
CPN103113
SUPPLEMENTARY CONDITIONS
Page 5 of 10
Delete Paragraph 6.04 in its entirety and refer to Standard City Condition of the Construction
Contract for Developer Awarded Project Paragraph 5.04.
SC6.05 SUBSTITUTES AND "OR-EQUALS"
Delete Paragraph 6.05 its entirety and refer to Standard City Condition of the Construction
Contract for Developer Awarded Proj ect Paragraph 5.05.
SC6.06 CONCERNING SUSCONTRACTORS AND SUPPLIERS
Delete Paragraph 6.06 in its entirety and refer to Standard City Condition of the Construction
Contract for Developer Awarded Proj ect Paragraph 5.07 and insert the following:
"Owner may furnish to any such Subcontractor, Supplier or other person or organization,
to the extent practicable, evidence of amounts paid to Contractor in accordance with
Contractor's application for payment."
SC6.07 PATENT FEES AND ROYALTIES
Delete Paragraph 6.07 in its entirety and refer to Sta.ndard City Condition of the Construction
Contract for Developer Awarded Project Paragraph 5.09.
SC6.09 LAWS AND REGULATIONS
Delete Paragraph 6.09 in its entirety and refer to Standard City Condition of the Construction
Contract for Developer Awarded Project Paragraph 5.10.
SC6.11 USE OF SITE AND OTHER AREAS
Delete Paragraph 6.11 in its entirety and refer to Standard City Condition of the Construction
Contract for Developer Awarded Proj ect Paragraph 5.11.
SC6.12 RECORD DOCUMENTS
Delete Paragraph 6.12 in its entirety and refer to Standard City Condition of the Construction
Contract for Developer Awarded Project Paragraph 5.12.
SC6.13 SAFETY AND PROTECTION
Delete Paragraph 6.13 in its entirety and refer to Standard City Condition of the Construction
Contract for Developer Awarded Project Paragraph 5.13.
SC6.14 SAFETY REPRESENTATIVE
Delete Paragraph 6.14 in its entirety and refer to Standard City Condition of the Construction
Contract for Developer Awarded Project Paragraph 5.14.
Water, Sanrtary Seiver, Paving, Drainage & St�•eetLighting Improvements to serve Crowley Sladium
CPN103113
SUPPLEMENTARY CONDITIONS
Page 6 of 10
SC6.15 HAZARD COMMUNICATION PROGRAMS
Delete Paragraph 6.15 in its entirety and refer to Standard City Condition of the Construcrion
Contraci for Developer Awarded Project Paragraph 5.15.
SC6.17 SHOP DRAVVINGS AND SAMPLES
Delete Paragraph 6.17 in its entirety and refer to Standard City Condition of the Construction
Contract for Developer Awarded Project Paragraph 5.16.
SC6.19 CONTRACTOR'S GENERAL WARRANTY AND GUARANTEE
Delete Paragraph 6.19 in its entirety and refer to Standard City Condition of the Construction
Contract for Developer Awarded Project Paragraph 5.17.
SC6.20 INDEMNIFICATION
Delete Paragraph 6.20 in its entirety and refer to Standard City Condition of the Consiruction
Contract for Developer Awarded Proj ect Paragraph 5.18 and insert the following:
CONTRACTOR ASSUMES ENTIItE RESPONSIBILITY AND LIABILITY FOR,
AND AGREES TO RELEASE, DEFEND, INDEMNIFY AND HOLD OWNER,
OWNER'S AGENTS, EMPLOYEES, REPRESENTATIVES AND INSURERS
HARMLESS FROM, ANY AND ALL LIABILITIES, CLAIMS, COSTS,
EXPENSES, JUDGMENTS, ATTORNEYS' FEES, LITIGATION EXPENSES,
CAUSES OF ACTION, DEMANDS, LOSSES AND/OR DAMAGES ARISING
OUT OF, IN CONNECTION WITH, OR IN ANY WAY INCIDENTAL TO THE
PERFORMANCE OF WORK OR SERVICES UNDER THIS CONTRACT BY
CONTRACTOR, CONTRACTOR'S EMPLOYEES, AGENTS,
REPRESENTATIVES AND INDEPENDENT CONTRACTORS. TffiS
PROVISION APPLIES WITH FULL FORCE AND EFFECT FOR ANY AND
ALL CLAIMS, DEMANDS, ALLEGATIONS OR ACTIONS FOUNDED IN
WHOLE OR IN PART FROM THE NEGLIGENCE, GROSS NEGLIGENCE,
INTENTIONAL ACTS, OR ALLEGED NEGLIGENCE, GROSS NEGLIGENCE
OR INTENTIONAL ACTS, OF OWNER, OWNER'S AGENTS, EMPLOYEES,
REPRE5ENTATIVES, AND INDEPENDENT CONTRACTORS, A5 WELL AS
CONTRACTOR, CONTRACTOR'S AGENTS, EMPLOYEES,
REPRESENTATIVES AND INDEPENDENT CONTRACTORS. THIS
INDEMNITY PROVISION IS TO BE CONSTRUED AS BROADLY AS
POSSIBLE TO INCLUDE ANY AND ALL LIASILITIES, CLAIMS, COSTS,
EXPENSES, JUDGMENTS, CAUSES OF ACTIONS, DEMENDS, LOSSES,
AND/OR WHATSOEVER, INCLUDING, BUT NOT LIMITED TO, CAUSES OR
ACTION AND DAMAGES SOUNDING IN TORT, PERSONAL INJiTRIES,
CONTRACT DAMAGES, ECONOMIC DAMAGES, STRICT LIABILITY,
STRICT PRODUCTS LIABILITY AND PRODUCTS LIASILITY, COMMON
LAW NEGLIGENCE AND GROSS NEGLIGENCE, INTENTIONAL TORTS,
FEDERAL AND 5TATE STATUTORY AND COMMON LAW PUNITIVE
AND/OR MULTIPLIED DAMAGES, WORKERS' COMPENSATION CLAIMS,
Water, Sanitary Sewer, Paving, Drainage & Street Lightrng Improvements to serve Crotiviey Stadium
CPN103113
SUPPLEMENTARY CONDITIONS
Page 7 of 10
CLAIMS UNDER THE TEXAS TORT CLAIMS ACT, EMPLOYMENT
DISPUTES, WRONGFUL DISCHARGE, FEDERAL AND STATE CIVIL
RIGHTS CLIAMS, CLAIMS FOUNDED IN CONTRACT OR QUASI-
CONTRACT, BREACH OF WARRANTY, CLAIMS UNDER THE TEXAS
DECEPTIVE TRADE PRACTICES-COMSUMER PROTECTION ACT, AND
ANY AND ALL CLAIMS, CAUSES OF ACTION OR DEMANDS, WHEREBY
ANY LOSS IS SOUGHT AND/OR INCURRED AND/OR PAYABLE BY OWNER,
OWNER'S AGENTS, EMPLOYEES, REPRESENTATIVES, AND/OR
INSURERS. THIS PROVISION IS TO BE CONSTRUED UNDER THE LAWS
OF THE STATE OF TEXAS, AND IT IS EXPRESSLY RECOGIVIZED BY ALL
PARTIES TO THE CONSPICUOUSNESS REQUIREMENT AND THE EXPRESS
NEGLIGENCE TEST, AND IS VALID AND ENFORCEABLE AGAINST
CONTRACTOR, CONTRACTOR'S AGENTS, EMPLOYEES,
REPRESENTATIVES, AND INDEPENDENT CONTRACTORS. CONTR�ICTOR
HAS READ, FULLY UNDERSTANDS, AND AGREES TO BE BOUND BY THE
TERMS AND CONDITIONS OF THIS PROVISION AND THE INDIVIDUAL
SIGNING THIS CONTRACT ON BEHALF OF CONTRACTOR HAS FULL
AUTHORITY TO BIND CONTRACTOR TO TffiS CONTRACT AND TffiS
INDEMNITY PROVISION CONTAINED HEREIN. IT IS FURHTER
RECOGNIZED AND AGREED THAT, SHOULD ANY PARTICULAR PORTION
OR PROVISION OF THIS INDEMNITY PROVISION BE HELD INVALID,
VOID AND/OR UNENFORCEABLE, IT SHALL NOT EFFECT THE VALIDITY
AND ENFORCEABILITY OF THE REMAINDER OF THIS PROVISION.
CONTRACTOR AGREES TO MAINTAIN AT CONTRACTOR'S SOLE COST
AND EXPENSE, INSURANCE OF ANY AND ALL TYPE AND WITH MINIMUM
LIMITS AS FOLLOWS, AND FURNISH CERTIFICATES TO OWNER
EVIDENCING SUCH INSURANCE WITH INSURERS ACCEPTABLE TO
OWNER:
ALL INSURANCE COVERAGES CARRIED BY THE OWNER, WHETHER OR
NOT REQUIRED HEREBY, SHALL EXTEND TO AN PROTECT OWNER,
OWNER'S AGENTS, EMPLOYEES, REPRESENTATIVES, AND
INDEPENDENT CONTRACTORS, TO THE FULL EXTENT OF SUCH
COVERAGES AND CONTRACTOR AGREES TO NAME OWNER AS AN
ADDITIONAL INSURED UNDER EACH SUCH INSURANCE COVERAGE.
SAID INSURANCE SHALL APPLY TO ANY AND ALL LIABILITY OF THE
CONTRACTOR, CONTRACTOR'S AGENTS, REPRESENTATIVES,
EMPLOYEES, AND/OR INDEPENDENT CONTRACTOR5, ARISING FROM
THE INDEMNITY PROVISION IN THIS SECTION.
HOWEVER, LIABILITY OF THE CONTRACTOR, AS PROVIDED IN THIS
SECTION SHALL NOT BE LINIITED BY THE INSURANCE COVERAGE
REQUIRED OF CONTRACTOR IN THIS PROVISION.
Water, Sanitary Sewer, Paving, Drainage & Street Lighting Improvements to serve Crowley Stadrum
CPN103113
SUPPLEMEh1TARY CO�DITIONS
Page 8 of 10
SC6.21 DELEGATION OF PROFESSIONAL DESIGN SERVICES
Delete Paragraph 6.21 in its entirety and refer to Standard City Condition of the Construction
Contract for Developer Awarded Project Paragraph 5.19.
SC9.05 REJECTING DEFECTIVE VtJORK
Delete Paragraph 9.05 in its entirety and refer to Standard City Condition of the Construction
Contract for Developer Awarded Project Paragraph 8.03.
SC10.04 NOTIFICATION TO SURETY
Delete Paragraph 10.04 in its entirety and refer to Standard City Condition of the Construction
Contract for Developer Awarded Project Paragraph 9.02.
SC11.03 UNIT PRICE WORK
Add the following new paragraph immediately after Paragraph 11.03.A:
"Any and all Work specifically called for in the Contract Documents or which is required
for the proper construction of items called for in the Contract Documents is to be
performed by Contractor unless specifically indicated otherwise. The cost of all work for
which there is no separate pay item in the proposal shall be included in the price for a
related pay item such that work called for or required by the Contract Documents will be
constructed for the Contract Price."
SC13.01 NOTICE OF DEFECTS
Delete Paragraph 13.01 in its entirety and refer to Standard City Condition of the Construction
Contract for Developer Awarded Project Paragraph 11.01.
SC13.02 ACCESS TO WORK
Delete Paragraph 13.02 in its entirety and refer to Standard City Condition of the Construction
Contract for Developer Awarded Project Paragraph 11.02.
SC13.03 TESTS AND INSPECT'ION
Delete Paragraph 13.03 in its entirety and refer to Standard City Condition of the Construction
Contract for Developer Awarded Project Paragraph 11.03.
SC13.04 UNCOVERING WORK
Delete Paragraph 13.04 in its entirety and refer to Standard City Condition of tlze Construction
Contract for Developer Awarded Project Paragraph 11.04.
SC13.06 CORRECTION OR REMOVAL OF DEFECTIVE WORK
Water•, Sanitary Sewer, Pavrng, Drainage & S[reet Lighting Improvements to serve Crowley Stadium
CPN103113
SUPPLEMENTARY CO�IDITIONS
Page 9 of 10
Delete Paragraph 13.06 in its entirety and refer to Standard City Condition of the Construction
Contract for Developer Awarded Project Paragraph 11.06.
SC13.07 CORRECTION PERIOD
Delete Paragraph 13.07 in its entirety and refer to Standard City Condition of the Construction
Contract for Developer Awarded Project Paragraph 11.07.
SC13.08 ACCEPTANCE OF DEFECTIVE WORK
Delete Paragraph 13.08 in its entirety.
SC13.09 OWNER MAY CORRECT DEFECTIVE WORK
Delete Paragraph 13.09 in its entirety and refer to Standard City Condition of the Construction
Contract for Developer Awarded Project Paxagraph 11.08.
SC14.02 PROGRESS PAYMENT
Revise the first sentence of Paragraph 14.02.A.1 to read as follows:
"At least thiriy (30) days before each progress payment, ...."
SC14.03 CONTRACTOR'S WARRANTY OF TITLE
Delete Paragraph 14.03 in its entirety and refer to Standard City Condition of the Construction
Contract for Developer Awarded Project Paragraph 12.01.
SC14.05 PARTIAL UTILIZATION
Delete Paragraph 14.05 in its entirety and refer to Standard City Condition of the Construction
Contract for Developer Awarded Proj ect Paragraph 12.02.
SC14.06 FINAL INSPECTION
Delete Paragraph 14.05 in its entirety and refer to Standard City Condition of the Construction
Contract for Developer Awarded Project Paragraph 12.03.
SC17.01 GNING NOTICE
Delete Paragraph 17.01 in its entirety and refer to Standard City Condition of the Construction
Contract for Developer Awarded Project Paragraph 14.01.
SC17.02 COMPUTATION OF TIlVI�S
Delete Paragraph 17.02 in its entirety and refer to Standard City Condition of the Construction
Contract for Developer Awarded Proj ect Paragraph 14.02.
Water, Sanimry Sewer, Paving, Drainage & Street Lighting Improventents io serve Cr•owley Stadiurn
CPN103113
SUPPLEMENTARY CQNDITIONS
Page 10 of 10
SC17.03 CUMULATIVE REMEDIES
Delete Paragraph 17.03 in its entirety and refer to Standard City Condition of the Construction
Contract for Developer Awarded Project Paragraph 14.03.
SC17.04 SURVIVAL OF OBLIGATIONS
Delete Paragraph 17.04 in its entirety and refer to Standard City Condition of the Construction
Contract for Developer Awarded Proj ect Paragraph 14.04
SC17.06 HEADINGS
Delete Paragraph 17.06 in its entirety and refer to Standard City Condition of the Construction
Contract for Developer Awarded Proj ect Paragraph 14.05.
Water, Sanitary Sewer, Paving, Drainage & StreetLighting Improvements to serve Crowley Stadium
CPN103113
STANDARD CIT`Y CONDITIONS
OF THE CONSTRUCTION CONTRACT
FOR DEVELOPER AWARDED PROJECTS
CIT'Y OF FORT WORTH
STANDARD CTTY CONDTITONS - DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
STANDARD CITY CONDITIONS OF THE
CONSTRUCTION CONTRACT
FOR DEVELOPER AWARDED PROJECTS
TABLE OF CONTENTS
Article 1—Definitions and Terminology .........................................................
1.01 Defined Terms ..............................................................................
1.02 Ternunology .................................................................................
Article 2 —Preliminaty Matters ................................
2.01 Before Sta.rting Construction ...............
2.02 Preconstruction Conference .................
2_03 Public Meeting .....................................
Article 3— Contract Documents and Amending ........................................
3.01 Reference Standards ..............................................................
3.02 Amending and Supplementing Contract Documents ...........
Page
....... . ............... 1
.......................1
....... . ............... 5
................................... 6
................................... 6
................................... 6
................................... 6
Arkicle 4— Bonds and Insurance .........................................................................................
4.01 Licensed Sureties and Insurers .......................................................................
4.02 Performance, Payment, and Maintenance Bonds ..........................................
4.03 Certificates of Insurance .................................................................................
4.04 Contractor's Insurance ....................................................................................
4.05 Acceptance of Bonds and Insurance; Option to Replace ...............................
Article 5 — Contractor's Responsibilities .............................................................................
5.01 Supervision and Superintendent ......................................................................
5.02 Labor; Working Hours .....................................................................................
5.03 Services, Materials, and Equipment ................................................................
5.04 Project Schedule ...............................................................................................
5.05 Substitutes and "Or-Equals" ............................................................................
5.06 Pre-Qualification of Bidders (Prime Contractors and Subcontractors)..........
5.07 Concerning Subcontractors, Suppliers, and Others ........................................
5.08 Wage Rates .......................................................................................................
5.09 Patent Fees and Royalties ................................................................................
5 10 L d R 1 t'
........................... 6
........................... 6
........................... 6
.....................:..... 7
........................... 7
........................... 7
........................... 7
........................... 9
.........................12
...........................12
...........................12
...........................13
...........................13
...........................14
...........................14
...........................16
...........................16
...........................18
...........................19
19
. aws an egu a ions .................................................................................................................
5.11 Use of Site and Other Areas ............................................................................................. .. ......19
5.12 Record Documents ...........................................................................................
5.13 Safety and Protection .......................................................................................
5.14 Safety Representa.tive ......................................................................................
5.15 Hazard Communication Programs ..................................................................
5.16 Submitta.ls .........................................................................................................
5.17 Contractor's General Warranty and Guarantee ...............................................
...................... 20
...................... 21
...................... 21
...................... 22
...................... 22
...................... 23
CITY OF FORT WORTH
STANDARD CTI'Y CONDITIONS - DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
5.18 Indemnification ............................................................................................................. . ............. 24
5.19 Delegation of Professional Design Services ................................................................ .............. 24
5.20 Right to Audit : .............................................................................................................._.............25
5.21 Nondiscrimination ..........................................•---.........................................................................25
Article 6— Other Work at the Site ..................................................................................................... ..............26
6.01 Related Work at Site ...................................................................................................................26
Article7 — 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 Rej ecting 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 Inspections; Correction, Removal or Acceptance of Defective Work ......................29
11.01 Notice ofDefects ..........................................��---�----....................................................................29
11.02 Access to Work ........................................................................................................................... 29
11.03 Tests and Inspections .................................................................................................................. 29
11.04 Uncovering Work ....................................................................................................................... 30
11.05 City May Stop the Work ............................................................................................................. 30
11.06 Conection or Removal of Defective Work ................................................................................ 30
11.07 Correction Period .........................................�--�--.........................................................................30
11.08 City May ConectDefective Work .............................................................................................31
Article12 — Completion .................................................................................................................................. 32
12.01 Contractor's Warranty of Tit1e ...................................................................................................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
CTI'Y OF FORT WORTH
STANDARD CITY CONDTI'IONS - DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
14.02 Computation of Times ..........
14.03 Cumulative Remedies............
14.04 Survival of Obligations..........
14.05 Headings .................................
..............
..............
......................
......................
............................... _ .............. 34
................................ _.............34
................................ -..........._. 35
................................ _............. 35
CTI'Y OF FORT WORTH
STANDARD CTI'Y CONDTI'IONS - DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
00 73 10- 1
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 1 of 35
ARTICLE 1— DEFINITIONS AND TERNIINOLOGY
1.01 Defrned Terms
A. Wherever used in these General Conditions or in other Contract Documents, the tenns 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 capita.lized 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 italicizett or otherwise. In addition to tenns 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. Agr�eement - The written instrument which is evidence of the agreement between Developer
and Contractor covering the Work
2. Asbestos—Any material that contains more than one percent asbestos and is friable or is
releasing asbestos fibers into the air above current action levels established by the United
States Occupational Safety and Health Administration.
3. Business Day — A business day is defined as a day that the City conducts normal business,
generally Monday through Friday, except for federal or state holidays observed by the City.
4. Buzzsaw — City's on-line, electronic document management and collaboration system.
5. Calendar Day — A day consisting of 24 hours measured from midnight to the next midnight.
6. City— The City of Fort Worth, Texas, a Texas home-rule municipal corpoYation, acting by,
its governing body through its City Manager, his designee, oY agents authorized pursuant to
its duly author-ized charter on his behalf.
7. Community Facilities Agreement (CFA) A Cont�act between the Devedoper• and the City
for the Const�uction of one or more following public facilities within the City public right-of-
way oY easement: Water, Sanitary SeweY, Street, Sto�m DYain, Street Light, and Street Signs.
A CFA may include private facilities within the Yight-of-way dedicated as private right-of-
way or easement on a recorded plat.
8. Contract—The entire arrd integYated wrttten document incoYporating the Contract
Documents between the Developer, Contractor, and/or City concerning the Work. The
Contract supersedes prior negotiations, Yepresentations, or agreements, whether• w��itten oY
oYal.
9. Contract Documents—Those items that make up the contr�act and which must include the
Agreement, and it's attachments such as standaYd construction specifications, standard City
Conditions, other general conditions of the DevelopeY, including:
a. An Agreement
CTI'Y OF FORT WORTH
STANDARD CiTY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
00 73 10- 2
Standard City Conditions Of The Construction Contracf For Developer Awarded Projects
Page 2 of 35
b. Attachments to the Agreement
i. Bid Form
ii. Vendor Compliance with Sta.te Law Non-Resident Bidder
iii. Prequalification Statement
c. Current Prevailing Wage Raies Table (if required by City)
d. Insurance Accord Form
e. Payment Bond
f. Performance Bond
g•
h.
i.
J•
k.
1.
m.
Maintenance Bond
Power of Attorney for Bonds
Workers Compensation �davit
MWBE Commitment Form( If required by City)
General Conditions
Supplementary Conditions
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 follovcring 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 Fina1 Acceptance
r. Approved Submittals, other Contractor submittals, and the reports and drawings of
subsurFace and physical conditions are not Contract Documents.
10. Contr•actoY The individual oY entity with whom DevelopeY has entered into the Agreement.
11. Day oY day — f1 day, unless otherrvise defrned, shall mean a Calendar Day.
12. Developer — An individual or entity that desires to make certain improvements within the
City of Fort Wo��th
13. Drawings—That part of the Contr-act Documents prepaYed or� approved by Engineer which
gt-aphically shows the scope, extent, and characteY of the Work to be peYformed by
Contractor. Submittals are not Drawings as so defrned.
14. Enginee�=The licensed professional engineer or engineef•ing firm registered in the State of
Texas peYfor�iingprofessional services for the Developer.
15. Final �4cceptance — The written notice given by the City to the Developer and/or ContYactor
that the Wof•k spec�ed in the Contract Documents has been completed to the satisfaction of
the City.
CTI'Y OF FORT WORTH
STANDARD CITY CONDTI'IONS — DEVELOPER AWARDED PROJECTS
Revised: Januazy 10, 2013
00 73 10- 3
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 3 of 35
16. Final Inspection — Inspection carrzed out by the City to verify that the Cont�actoY has
completed the Work, and each and every part or appurtenance thereof, fully, enlirely, and in
confoYrraance with the Contract Documents.
17. General Requirements A part of the Contr•act Documents between the Developer and a
Cont�-actor.
18. Lcnvs and Regulations Arry and all applicable laws, Yules, regulations, ordinances, codes,
and orders of arcy and all goveYnmental bodies, agencies, authorities, and courts having
jurisdiction.
19. Liens—Charges, security inteYests, o�• encumbrances upon Project funds, real property, o�-
pe�•sonal property.
20. Milestone A principal event specified in the ContYact Documents relating to an
intermediate Contract Time pYior to Final Acceptance of the Work.
Zl. Non Participating Change Order A docu�nent, which is p�epcn•ed for and reviewed by tlre
City, which is signed by Contractor, and Developer, and autho��izes an addition, deletion, o�•
� evision in the Work or an adjustment in the Contract Price or the Contract Time, issued on
or after the Effective Date of the Agreement.
22. Participating Change Order A document, �vhich is prepaYed for and approved by the City,
which is signed by Contractor, Developer, and City and autho��izes an addition, deletion, oY
Yevision in the Work oY an adjustment in the ContYact P��ice or the Contract Time, issued on
oY afte�• the Effective Date of the AgYeement.
23 . Plans — See defrnition of DYawings.
24. P��oject Schedule A schedule, pYepared and maintained by Contractor, in accoT•dance with
the GeneYal Requirements, descYibrng the sequence and du�•ation of the activities comp�•ising
the Contractor's plan to accomplish the WoYk within the ContYact Time.
25. Project—The Work to be peYfoYmed under the Cont�•act Documents.
26. Pf•oject Representative—The authorized repf�esentative of the City who will be assig�red to
the Site.
27. Public Meeting — An announced meeting conducted by the Developer to facilitate public
pc�ticipation and to assist the public in gaining an informed view of the Project.
28. Regular Working Hours — Hours beginning at 7:00 a.na. and ending at 6:00 p.m., Mondcry
th�u FYiday (excluding legal holidays).
29. SaYnples Physical examples of materials, equipment, or workmanship that are
Yepresentative of some portion of the YlroYk and which establish the standa�•ds by which such
por tion of the Work will be judged.
CTI'Y OF FORT WORTH
STANDARD CTI'1 CONDTITONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
00 73 1Q- 4
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 4 of 35
30. Schedule of Submittals A schedule, prepc�ed and maintained by Contractor, of required
submittals and the time requirements to support scheduled performance of related
construction activities.
31. Site—Lands or areas indicated in the Contract Documents as being fuYnished by City or
Developer upon which the Work is to be performed, including rights-of-way, permits, and
easements for access thereto, and such other lands furnished by City or Developer which are
designated for the use of Contractor.
32. Specifccations—That part of the Contract Documents consisting of written requirements foY
materials, equipment, systems, standards and workmanship as applied to the Work, and
certain administi-ative requirements and procedural matters applicable thereto.
Specifzcations may be specifzcally made a part of the Contract Documents by attachment or,
if not attached, may be incorporated by reference as indicated in the Table of Contents
(Division 00 00 00) of each Project.
33. Standard City Conditions — That part of the Contract Documents setting forth requirements
of the City.
34. Subcontractor An individual or entity having a direct contract with Conh-actor or with any
other Subcontractor for the performance of a part of the Work at the Site.
35. Submittals All drawings, diagrams, illustrations, schedules, and other data or info�mation
which are specifzcally preperred or assembled by or for Contractor and submitted by
Contractor to illustrate some portion of the Work.
36. Superintendent — The representati>>e of the Contractor who is available at all times and able
to receive instructions from the City and/or Developer and to act for the Contractor.
37. Supplementary Conditions—That part of the Contract Documents which cr�nends or
supplements the General Conditions.
3 8. Supplier A marcufacturer, fabricator, supplier, distributor, materialman, or vendor having
a direct contract with Contractor or with arry Subcontractor to furnish mate�ials or
equipment to be incorporated in the Work by Cont�actor or Subcontractor.
39. Underground Facilities All underground pipelines, conduits, ducts, cables, wiYes,
manholes, vaults, tanks, tunnels, oY other such facilities ot- attachments, and any
encasements containing such facilities, including but not limited to, those that convey
electf-icity, gases, steam, liquid pet�-oleum products, telephone or other communications,
cable television, water, wastewatet�, storm water, other liquids or chemicals, or traffic or
other control systems.
40. Weekend Working Hours — Hours beginning at 9: 00 a.m. and ending at S: 00 p.m., Saturday,
Sunday or legal holiday, as approved in advance by the City.
CTI'Y OF FORT WORTH
STANDARD CTTY CONDTI'IONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
oo�ias
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 5 of 35
41. Work—The enttre construction or the various separately identifrable par�ts thereof required
to be provided under the Contract Documents. Work includes and is the result of performing
or providing all labor, services, and documentation necessary to produce such construction
including any Participating Change Order, Non Participating Change Order, or Field
Order, and furnishing, installing, and incorporating all materials and equipment into such
construction, all as required by the Contract Documents.
42. Working Day — A working day is defrned as a day, not including Saturdays, Sundays, or
Zegal holidays authorized by the City for contract purposes, in which weather or other
conditions not under the control of the Contractor will permit the performance of the
principal unit of work underway for a continuous period of not Zess than 7 hours between 7
a.m. and 6 p.m.
1.02 Terminology
A. The words and terms discussed in Paragraph 1.02.B through D are not defined but, when used in
the Bidding Requirements or Contract Documents, have the indicated mea.ning.
B. Defective:
1. The word "defective," when modifying the word "Work," refers to Work that is
unsatisfactory, faulty, or deficient in that it:
a. does not conform to the Contract Documents; or
b. does not meet the requirements of any applicable inspection, reference standard, test, or
approval referred to in the Contract Documents; or
c. has been damaged prior to City's written acceptance.
C. Furnish, Install, Perform, PYovide:
1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or
the word "Supply," or any combination or similar directive or usage thereof, sha11 mean
furnishing and incorporating in the Work including a11 necessary labor, materials, equipment,
and everything necessary to perform the Work indicated, unless specifically limited in the
context used.
D. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known
technica,l or construction industry or trade meaning are used in the Contract Documents in
accordance with such recognized meaning.
CTTY OF FORT WORTH
STANDARD CTI'Y CONDTITONS - DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
00 73 10- 6
Sfandard CiEy Conditions Of The Construction Contract For Developer Awarded Projecfs
Page 6 of 35
ARTICLE 2 — PRELIlVIINARY MATTERS
2.01 Before Starting Construction
Baseline Schedules: Submit to City in accordance with the Contract Documents, and prior to starting
the Work. New schedules wili be submitted to City when Participating Change Orders or Non-
Participating Change Orders occur.
2.02 Preconstruction Conference
Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as
specified in the Contract Documents.
2.03 Public Meeting
Contractor may not mobilize any equipment, materials or resources to the Site prior ta Contractor
attending the Public Meeting as scheduled by the City.
ARTICLE 3— CONTRACT DOCUMENTS AND AMENDING
3.01 Reference Standards
A. Standards, Specifications, Codes, Laws, and Regulations
Reference to standards, specifications, manuals, or codes of any technical society,
organization, or association, or to Laws or Regulations, whether such reference be specific or
by implication, sha11 mean the standard, specification, manual, code, or Laws or Regulations
in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there
were no Bids), except as may be otherwise specifically sta.ted in the Contract Documents.
2. No provision or instruction shall be effective to assign to City, or any of its officers,
directors, members, partners, employees, agents, consultants, or subcontractors, any duty or
authority to supervise or direct the performance of the Work or any duty or authority to
undertake responsibility inconsistent with the provisions of the Contract Documents.
3.02 Amending and Supplementing Contract Documents
A. The Contract Documents may be amended to provide for additions, deletions, and revisions in
the Work or to modify the terms and conditions thereof by a Participating Change Order or a
Non-Participating Change Order.
B. The requirements of the Contract Documents may
deviations in the Work not involving a change in
authorized, by one or more of the following ways:
1. A Field Order;
be supplemented, and minor variations and
Contract Price or Contract Time, may be
C1TY OF FORT WORTH
STANDARD CITY CONDTI'IONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
00 �s ia �
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 7 of 35
1. City's or Engineer's review of a Submittal (subject to the provisions of Paragraph 5.16.C); or
2. City's written interpreta.tion ar 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 sha11 be obtained from surety or insurance companies that are duly licensed or authorized
in the State of Texas to issue bonds or insurance policies for the limits and coverage so required.
Such surety and insurance companies shall also meet such additional requirements and qualifications
as may be provided Section 4.04.
4.02 Performance, Payment, and Maintenance Bonds
A. Contractor shall furnish performance and payment bonds in the name of Developer and City, in
accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount
equal to the Contract Price as security for the faithful performance and payment of all of
Contractor's obligations under the Contract Documents.
B. Contractor shall furnish ma.intenance bonds in the name of Developer and City in an amount
equal to the Contract Price as security to protect the City against any defects in any portion of the
Work described in the Contract Documents. Maintenance bonds sha11 remain in effect for two
(2) years after the date of Fina1 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 sha11 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 prompfly notify City and shall, within 30 days after the event
giving rise to such notification, provide another bond and surety, both of which shall comply
with the requirements of Paragraphs 4.01 and 4.02.C.
4.03 Certificates of Insurance
Contractor shall deliver to Developer and City, with copies to each additional insured and loss payee
identified in these Standard City Conditions certificates of insurance (and other evidence of
insurance requested by City or any other additional insured) which Contractor is required to
purchase and maintain.
CTI'Y OF FORT WORTH
STANDAIZD CITY CONDITIONS - DEVELOPER A\T�ARDED PROJECTS
Revised: January 10, 2013
00 73 10- 8
Standard City Conditions Of The Construcfion Contract For Developer Avvarded Projects
Page 8 of 35
The certificate of insurance sha11 document the City, an as "Additional Insured" on all
liability policies.
2. The Contractor's general liability insurance sha11 include a, "per project" or "per location",
endorsement, which shall be identified in the certificate of insurance provided to the City.
3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the
insured, be complete in its eniirety, and show complete insurance carrier names as listed in
the current A.M. Best Properiy & 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, a11 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 ihe 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 ihe
Engineer (if applicable), and each additional insured identified in these Standard City
Conditions. Failure of the City to demand such certificates or other evidence of full
compliance with the insurance requirements or failure of the City to identify a deficiency
from evidence that is provided sha11 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
pnmary 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 sha11 be coincident with
or prior to the date of the effective date of the agreement and the certificate of insurance sha11
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 Fina1
�lcceptance 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.
Policies shall have no exclusions by endorsements, which, neither nullify or amend, the
required lines of coverage, nor decrease the limits of said coverage unless such endorsements
are approved in writing by the City. In the event a Contract has been bid or executed and the
exclusions are determined to be unaccepta.ble or the City desires additional insurance
coverage, and the City desires the contractor/engineer to obtain such coverage, the contract
price shall be adjusted by the cost of the premium for such additional coverage plus 10%.
9. Any self-insured retention (SIR), in excess of $25,000.00, affecting required insurance
coverage shall be approved by the City in regards to asset value and stockholders' equity. In
CITY OF FORT WORTH
STANDARD CTTY CONDTI'fONS —DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
00 73 10- 9
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 9 of 35
lieu of traditional insurance, alternative coverage maintained thraugh insurance pools or risk
retention groups, must also be approved by City.
10. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a
first-dollar basis, must be acceptable to and approved by the City.
11. City, at its sole discretion, reserves the right to review the insurance requirements and to
make reasonable adjustments to insurance coverage's and their limits when deemed
necessary and prudent by the City based upon changes in statutory law, court decision or the
claims history of the industry as well as of the contracting pariy to the City. The City shall
be required to provide prior notice of 90 days, and the insurance adjustments shall be
incorporated into the Work by Change Order.
12. City shall be entitled, upon written request and without expense, to receive copies of policies
and endorsements thereto and may make any reasonable requests for deletion or revision or
modifications of particular policy terms, conditions, limitations, or exclusions necessary to
conform the policy and endorsements to the requirements of the Contract. Deletions,
revisions, or modifications shall not be required where policy provisions are established by
law or regulations binding upon either party or the underwriter on any such policies.
13. City shall not be responsible for the direct payment of insurance premium costs for
Contractor's insurance.
4.04 ContYactor's Insurance
A. Workers Compensation and EmployeYs' Liability. Contractor shall purchase and maintain such
insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers'
Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for
Employers' Liability as is appropriate for the Work being performed and as will provide
protection from claims set forth below which may arise out of or result from Contractor's
performance of the Work and Contractor's other obligations under the Contract Documents,
whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly
or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts
any of them may be liable:
l. claims under workers' compensation, disability benefits, and other similar employee benefit
acts;
2. claims for damages because of bodily injury, occupational sickness or disease, or death of
Contractor's employees.
3. The limits of liability for the insurance sha11 provide the following coverages for not less
than the following amounts or greater where required by Laws and Regulations
a. Statutory limits
b. Employer's liability
CITY OF FORT WORTH
STANDARD CTTY CONDTITONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
00 73 10- 10
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 10 of 35
1) $100,000 each accidendoccurrence
Z) $100,000 Disease - each employee
3} $500,000 Disease - policy limit
B. Commercial General Liability. Coverage shall include but not be limited to covering liability
(bodily injury or properiy 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 cunent Insurance
Services Office (ISO) policy. This insurance sha11 apply as primary insurance with respect to
any other insurance or self-insurance programs afforded to the City. The Commercial General
Liability policy, shall have no exclusions by endorsements that would alter of nullify
premises/operations, products/completed operations, contractual, personal injury, or advertising
injury, which are normally contained with the policy, unless the City approves such exclusions
in writing.
1. For construction projects that present a substantial completed operation exposure, the City
may require the contractor to maintain completed operations coverage for a minimum of no
less than three (3) years following the completion of the project
2. Contractor's Liability Insurance under this Section which sha11 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 sha11 provide "X", "C", and "U"
coverage's. Verification of such coverage must be shown in the Remarks Article of the
Certificate of Insurance.
C. Autornobile Liability. A commercial business auto policy sha11 provide coverage on "any auto",
defined as autos owned, hired and non-owned and provide indemnity for claims for damages
because bodily injury or death of any person and or property damage arising out of the work,
maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by
anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone
for whose acts any of them may be liable.
Automobile Liability, Contractor's Liability Insurance under this Section, which shall be in
an amount not less than the following amounts:
a. Automobile Liability - a commercial business policy shall provide coverage on "Any
Auto", defined as autos owned, hired and non-owned.
CTI'Y OF FORT WORTH
STANDARD CITY CONDTTIONS - DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
00 73 10- 11
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 11 of35
1) $1, 000, 000 each accident on a combined single limit basis. Split limits are
acceptable if limits are at least:
2) $250,000 Bodily Injury per person
3) $500,000 Bodily Injury per accident /
4) $100,000 Property Damage
D. RailYoad 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:
l. The Contractor's construction activities will require its employees, agents, subcontractors,
equipment, and material deliveries to cross railroad properties and tracks owned and
operated by: None
Write the namz oftl�e railroad company. (If none, then write none)
2. The Contractor shall conduct its operations on railroad properties in such a manner as not to
interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use
or operation of its/their trains or other property. Such operations on railroad properties may
require that Contractor to execute a"Right of Entry Agreement" with the particular railroad
company or companies involved, and to this end the Contractor should satisfy itself as to the
requirements of each railroad company and be prepared to execute the right-of-entry (if any)
required by a railroad company. The requirements specified herein likewise relate to the
Contractor's use of private and/or conshuction access roads crossing said railroad company's
properties.
The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions
shall provide coverage for not less than the following amounts, issued by companies
satisfactory to the City and to the Railroad Company for a term that continues for so long as
the Contractor's operations and work cross, occupy, or touch railroad properly:
a. General Aggregate: None
Enter linrits provided by Raikoad Company (If none, write none)
b. Each Occurrence: : None
Enter limits provided by Railroad Compury (If none, write none)
4. With respect to the above outlined insurance requirements, the following sha11 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-
CTI'Y OF FORT WORTH
STANDARD CITY CONDTI'IONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
Q0 73 10- 12
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 12 of 35
way, the Contractor may be required to provide separate insurance policies in the name
of each railroad company.
c. If, in addition to a grade separation or an at-grade crossing, other work ar activity is
proposed on a railroad company's right-of-way at a location entirely separate from the
grade separation or at-grade crossing, insurance coverage for this work must be included
in the policy covering the grade separation.
d. If no grade separation is involved but other work is proposed on a railroad company's
right-of-way, all such other work may be covered in a single policy for that railroad, even
though the work may be at two or more separate locations.
5. No work or activities on a railroad company's property to be performed by the Contractor
shall be commenced until the Contractor has furnished the City with an original policy or
policies of the insurance for each railroad company named, as required above. All such
insurance must be approved by the City and each affected Railroad Company prior to the
Contractor's beginning work.
6. The insurance specified above must be carried until all Work to be performed on the railroad
right-of-way has been completed and the grade crossing, if any, is no longer used by the
Contractor. In addition, insurance must be carried during a11 maintenance and/or repair work
performed in the railroad right-of-way. Such insurance must name the railroad company as
the insured, together with any tenant or lessee of the railroad company operating over tracks
involved in the Proj ect.
E. Not�cation of Policy Cancellation: Contractor sha11 immediately notify City upon cancellation
or other loss of insurance coverage. Contractor shall stop work until replacement insurance has
been procured. There shall be no time credit for days not worked pursuant to this section.
4.05 Acceptance of Bonds and Insurance; Optcon to Replace
If City has any objection to the coverage afforded by or other provisions of the bonds or insurance
required. to be purchased and ma.intained by the Contractor in accordance with Article 5 on the basis
of non-conformance with the Contract Documents, the Developer and City sha11 so notify the
Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence
requested}. Contractor shall provide to the City such additional information in respect of insurance
provided as the Developer or City may reasonably request. If Contractor does not purchase or
maintain a11 of the bonds and insurance required by the Contract Documents, the Developer or City
sha11 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 Supet-vision and Superintendent
A. Contractor sha11 supervise, inspect, and direct the Work competently and efficiently, devoting
such attention thereto and applying such skills and expertise as may be necessary to perform the
CITY OF FORT WORTH
STANDARD CITI' CONDTITONS —DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
(30 73 10- 13
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 13 of35
Work in accordance with the Contract Documents. Contractor shall be solely responsible for the
means, methods, techniques, sequences, and procedures of construction.
B. At a11 times during the progress of the Work, Contractor sha11 assign a competent, English-
spea.king, Superintendent who sha11 not be replaced without written notice to City. The
Superintendent will be Contractor's representa.tive at the Site and sha11 have authority to act on
behalf of Contractor. All communication given to or received from the Superintendent shall be
binding on Contractor.
C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of
construction.
5 .02 Labor; Working Hours
A. Contractor shall provide competent, suitably qualified personnel to perform construction as
required by the Contract Documents. Contractor shall at a11 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 sha11 be performed during Regular Working Hours. Contractor will not permit the
performance of Work beyond Regular Working Hours or for Weekend Working Hours without
City's written consent (which will not be unreasonably withheld). Written request (by letter or
electronic communication) to perform Work:
for beyond Regular Working Hours request must be made by noon at least two (2) Business
Days prior
2. for Weekend Worlang Hours request must be made by noon of the preceding Thursday
3. for legal holidays request must be made by noon two Business Days prior to the legal
holiday.
5.03 Sef-vices, Materials, and Equipment
A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full
responsibility for all services, materials, equipment, labor, transportation, construction
equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary
facilities, temporary facilities, and all other facilities and incidentals necessary for the
performance, Contractor required testing, start-up, and completion of the Work.
B. All materials and equipment incorporated into the Work sha11 be as specified or, if not specified,
shall be of good quality and new, except as otherwise provided in the Contract Documents. All
special warranties and guarantees required by the Specifica.tions sha11 expressly run to the benefit
of City. If required by City, Contractor sha11 furnish satisfactory evidence (including reports of
required tests) as to the source, kind, and quality of materials and equipment.
CITY OF FORT WORTH
STANDARD C1T'Y CONDTITONS — DEVEIAPER AWARDED PROJECTS
Revised: January 10, 2013
00 73 10- 14
Standard City Conditions Of The Construction Contract For Developer �warded Projects
Page 14of35
C. All materials and equipment to be incorporated inta the Work shall be stored, applied, installed,
connected, erected, protected, used, cleaned, and conditioned in accardance v�ith 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 Paragra,ph 2.01 and
the General Requirements) proposed adjustments in the Project Schedule.
2. Proposed adjustments in the Project Schedule that will change the Contract Time shall be
submitted in accordance with the requirements of Article 9. Adjustments in Contract Time
for projects with City participation shall be made by participating change orders.
5.05 Substitutes and "OY-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 esta.blish the type, function, appearance, and quality required. Unless
the specification or description conta.ins 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.
"OY-Equal" Items: If in City's sole discretion an item of material or equipment proposed by
Contractor is functionally equal to that named and sufficiently similar so that no change in
related Work will be required, it may be considered by City as an"or-equal" item, in which
case review and approval of the proposed item may, in City's sole discretion, be
accomplished without compliance with some or a11 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 d.esign 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 respansive 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
CITY OF FORT WORTH
STANDARD CITY CONDTI'IONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
00 73 10- 15
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 15 of 35
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.1, it may be submitted as a
proposed substitute item.
b. Contractor sha11 submit sufficient information as provided below to allow City to
deternune if the item of material or equipment proposed is essentially equivalent to that
named and an acceptable substitute therefor. Requests for review of proposed substitute
items of material or equipment will not be accepted by City from anyone other than
Contractor.
c. Contractor shall make written application to City for review of a proposed substitute item
of material or equipment that Contractor seeks to furnish or use. The application shall
comply with Section Ol 25 00 and:
1) sha11 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 complerion on time;
ii. whether use of the proposed substitute item in the Work will require a change in
any of the Contract Documents (or in the provisions of any other direct contract
with City for other work on the Project) to adapt the design to the proposed
substitute item;
iii. whether incorporation or use of the proposed substitute item in connection with
the Work is subject to payment of any license fee or royalty; and
3) will identify:
i. all variations of the proposed substitute item from that specified;
ii. available engineering, sales, maintenance, repair, and replacement services; and
CTI'Y OF FORT WORTH
STANDARD CTI'Y CONDTITONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
OQ 73 10- 16
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 16 of 35
4) shall contain an itemized estimate of alI costs or credits that will result directly or
indirectly from use of such substitute item, including costs of redesign and Damage
Claims of other contractors affected by any resulting change.
B. Substitute Consiructcon Method.s 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 sha11 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 fumish additional data about the proposed substitute. City will be the sole judge of
acceptability. No "or-equal" or substitute will be ordered, insta.11ed or utilized until City's review
is complete, which will be evidenced by a Change Order in the case of a substitute and an
accepted Submittal for an "or-equal." City will advise Contractor in writing of its determination.
D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special
performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall
indemn� and hold harmless City and anyone directly or indirectly employed by them fi-om and
against aray and all claims, damages, losses and expenses (including attorneys fees) arising out
of the use of substituted materials or equipment.
E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or
submitted by Contractor pursuant to Paragraphs 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. Cont�actor's F�cpense: Contractor shall provide a11 data. in support of any proposed substitute or
"or-equal" at Contractor's expense.
G. Substitute Reimbursenaent: Costs (savings or charges) attributable to acceptance of a substitute
shall be incorporated to the Contract by Participating Change Order.
5.06 P��e-Qualification of Bidders (Prime Contractors and SubcontYactors)
A. The Contractor and any subcontractors are required to be prequalified for the work types
requiring pre-qualification
5.07 Conce��ning Subcontractors, Suppliers, and Others
A. Minority and Women Owned Business Enterprise Compliance:
CTI'Y OF FORT WORTH
STANDARD CiTY CONDTiTONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
00 73 10- I7
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 17 of 35
❑ Required for this Contract.
(Check this box if there is any City Participation)
� Not Required for this Contract.
It is City policy to ensure the full and equitable participation by Minority and Women Business
Enterprises (MWBE) in the procurement of gaods and services on a contractual basis. If the
Contract Documents provide for a MWBE goa1, Contractor is required to comply with the intent
of the City's MWBE Ordinance (as amended) by the following:
1. Contractor shall, upon request by City, provide complete and accurate information regarding
actual work performed by a MWBE on the Contract and payment therefor.
Z. Contractor will not make additions, deletions, or substitutions of accepted MWBE without
written consent of the City. Any unjustified change or deletion shall be a material brea.ch of
Contract and may result in debarment in accordance with the procedures outlined in the
Ordinance.
3. Contractor shall, upon request by City, allow an audit and/or examination of any books,
records, or files in the possession of the Contractor that will substa.ntiate the actual work
performed by an MWBE. Material misrepresentation of any nature will be grounds for
termination of the Contract. Any such misrepresentation may be grounds for disqualification
of Contractor to bid on future contracts with the City for a period of not less than three years.
B. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors,
Suppliers, and other individuals or entities performing or furnishing any of the Work just as
Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract
Documents:
1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity
any contractual relationship between City and any such Subcontractor, Supplier or other
individual or entity; nor
2. shall create any obligation on the part of City to pay or to see to the payment of any moneys
due any such Subcontractor, Supplier, or other individual or entity except as may otherwise
be required by Laws and Regulations.
C. Contractor shall be solely responsible for scheduling and coordinating the Work of
Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the
Work under a direct or indirect contract with Contractor.
D. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing
any of t:he 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 applica.ble terms and conditions of these Contract
CIT'Y OF FORT WORTH
STANDARD C1TY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
00 73 10- 18
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 18 of35
Documents, Contractor sha11 provide City contract numbers and reference numbers to the
Subcontractors andlor Suppliers.
5.08 Wage Rates
❑ Required for this Contract.
� Not Required for this Contract.
A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of
Chapter 2258, Texas Government Code (as amended), including the payment of not less than the
rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in
accordance with Chapter 2258. Such prevailing wage rates are included in these Contract
Documents.
B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage
shall, upon demand made by the City, pay to the City $60 for each worker employed for each
calendar day or part of the day that the worker is paid less than the prevailing wage rates
stipulated in these contract documents. This penalty shall be retained by the City to offset its
administrative costs, pursuant to Texas Government Code 2258.023.
C. Complaints of Violations and City Determination of Good Cause. On receipt of information,
including a complaint by a worker, concerning an alleged violation of 2258.023, Texas
Government Code, by a Contractor or Subcontractor, the City shall make an initial
determination, before the 31 st day after the date the City receives the information, as to whether
good cause exists to believe that the violation occurred. The City shall notify in writing the
Contractor or Subcontractor and any affected worker of its initial determina�ion. Upon the
City's determination that there is good cause to believe the Contractor or Subcontractor has
violated Chapter 2258, the Ciiy sha11 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. Arbit�ation Required if Violation Not Resolved An issue relating to an alleged violation of
Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected
worker, shall be submitted to binding arbitration in accordance with the Texas General
Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any
affected worker does not resolve the issue by agreement before the 15th day after the date the
City makes its initial determination pursuant to Paragraph C above. If the persons required to
arbitrate under this section do not agree on an arbitrator before the l lth day after the date that
arbitration is required, a district court sha11 appoint an arbitrator on the petition of any of the
persons. The City is not a party in the arbitration. The decision and award of the arbitrator is
final and binding on all parties and may be enforced in any court of competent jurisdiction.
E. RecoYds 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
CTTY OF FORT WORTH
STANDARD CITI' CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
00 73 10- 19
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 19 of 35
occupation of ea.ch worker employed by the Contractor in the construction of the Work provided
for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shail be
open at all reasonable hours for inspection by the City. The provisions of Paragraph 623, Right
to Audit, shall pertain to this inspection.
F. Progress Payments. With each progress payment or payroll period, whichever is less, the
Contractor shall submit an aff'idavit stating that the Contractor has complied with the
requirements of Chapter 2258, Texas Government Code.
G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at
all times.
H. Subcont�-actor Compliance. The Contractor shall include in its subcontracts and/or shall
otherwise require a11 of its Subcontractors to comply with Paragraphs A through G above.
5.09 Patent Fees and Royalties
A. To the fullest extent permitted by Laws and Regulations, Contf-actor shall indemnify and hold
harmless City, from and against all claims, costs, losses, and dumages (including but not limited
to all fees and charges of engineers, aYchitects, attorneys, and other professionals crnd all court
or arbitration or other dispute resolution costs) arising out of or relating to arry infringement of
patent rights or copyrights incident to the use in the performance of the Work or t-esulting from
the incor-poration in the Work of arry ircvention, design, process, product, or device not specified
in the Contt•act Documents.
5.10 Laws and Regulations
A. Contractor sha11 give a11 notices required by and sha11 comply with all Laws and Regulations
applicable to the performance of the Work. Except where otherwise expressly required by
applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's
compliance with any Laws or Regulations.
B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws
or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or arbitration or other dispute resolution costs) arising out of or relating to such Work.
However, it shall not be Contractor's responsibility to make certa.in 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 OtheY Areas
A. Limitation on Use of Site and Other Areas:
1. Contractor shall confine construction equipment, the storage of materials and equipment, and
the operations of workers to the Site and other areas permitted by Laws and Regulations, and
shall not unreasonably encumber the Site and other areas with construction equipment or
CTI'Y OF FORT WORTH
STANDARD CITY CONDti'IONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
00 73 10- 20
Standard City Condiiions Of The Construction Contract For Developer qwarded Projects
Page 20 of 35
other materials or equipment. Contractor sha11 assume fuli responsibility for any damage to
any such land ar area, or to the owner or occupant thereof, or af any adjacent land or areas
resulting from the performance of the Work.
2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is
carrying on operations in a portion of a street, right-of-way, or easement greater than is
necessary for proper execution of the Work, the City may require the Contractor to finish the
section on which operations are in progress before work is commenced on any additional
area of the Site.
3. Should any Damage Cla.im be made by any such owner or occupant because of the
performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim.
4. Pursuant to Paragraph 5.18, Contractor shall indemnify and hold harmless City, from and
against all claims, costs, losses, and damages at-ising out of or relating to cmy claim or
action, legal or equitable, brought by any such owner or occupant against City.
B. Removal of Debris During Performance of the Work: During the progress of the Work
Contractor shall keep the Site and other areas free from accumulations of waste materials,
rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other
debris shall conform to applicable Laws and Regulations.
C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the
clean-up on the job site is proceeding in a manner unsatisfactory to the City or Developer, if the
Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as
the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the
written notice (by letter or electronic communication), and sha11 be entitled to recover its cost in
doing so. The City may withhold Final Accepta.nce until clean-up is complete a,nd cost are
recovered.
D. Final Site Cleaning.• Prior to Final Acceptance of the Work Contractor sha11 clean the Site and
the Work and make it ready for utilization by City or adj acent 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 properry
disturbed by the Work.
E. Loading Structures.• Contractor shall not load nor permit any part of any structure to be loaded
in any manner that will endanger the structure, nor shall Contractor subj ect any part of the Work
or adj acent property to stresses or pressures that will endanger it.
5.12 Record Documents
A. Contractor sha11 maintain in a safe place at the Site or in a place designated by the Contractor
and approved by the City, one (1) record copy of a11 Drawings, Specifications, Addenda, Change
Orders, Field Orders, and written interpretations and clarificati.ons in good order and annotated
to show changes made during construction. These record documents together with all approved
CITY OF FORT WORTH
STANDARD CTI'Y CONDTI'IONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
00 73 10- 21
Standard City Conditions Of The Construction Contracf For Developer Awarded Projec4s
Page 21 of 35
Samples and a counterpart of a11 accepted 5ubmittals will be availahle 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 Fina1 Inspection. Contractor shall include
accurate locations for buried and imbedded items.
5 .13 Safety and Protectcon
A. Contractor shall be solely responsible for initiating, maintaining and supervising a11 safety
precautions and programs in connection with the Work. Such responsibility does not relieve
Subcontractors of their responsibility for the safety of persons or properry in the performance of
their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall
take all necessary precautions for the safety of, and shall provide the necessary protection to
prevent damage, injury or loss to:
1. all persons on the Site or who may be affected by the Work;
2. all the Work and materials and equipment to be incorporated therein, whether in storage on
or off the Site; and
3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks,
pavements, roadways, structures, utilities, and Underground Facilities not designated for
removal, relocation, or replacement in the course of construction.
B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of
persons or property, or to the protection of persons or property from damage, injury, or loss; and
shall erect and ma.intain all necessary safeguards for such safety and protection. Contractor sha11
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 Ciry's safety programs, if any.
D. Contractor sha11 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 properry referred to in Paragraph 5.13.A.2 or 5.13.A.3 caused,
directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any
other individual or entity directly or indirectly employed by any of them to perform any of the
Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor.
F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue
until such time as all the Work is completed and City has accepted the Work.
5 .14 Safety Representative
Contractor shall inform City in writing of Contractor's designated safety representative at the Site.
CITY OF FORT WORTH
STANDARD CTI'Y CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
00 73 10- 22
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 22 of 35
5.15 Hazard Communication Programs
Contractor shall be responsible for coordinating any exchange of material safety data sheets or other
hazard communication information required to be made available to or exchanged between or
among employers in accordance with Laws or Regulations.
5.16 Submittals
A. Contractor shall submit required Submittals to City for review and acceptance. Each submittal
will be identified as required by City.
1. Submit number of copies specified in the General Requirements.
2. Data shown on the Submittals will be complete with respect to quantities, dimensions,
specified performance and design criteria, materials, and similar data. to show City the
services, materials, and equipment Contractor proposes to provide and to enable City to
review the information for the limited purposes required by Paragraph 5.16.C.
3. Submittals submitted as herein provided by Contractor and reviewed by City for
conformance with the design concept shall be executed in conformity with the Contract
Documents unless otherwise required by City.
4. When Submittals are submitted for the purpose of showing the installation in greater detail,
their review shall not excuse Contractor from requirements shown on the Drawings and
Specifications.
5. For-Information-Only submittals upon which the City is not expected to conduct review or
take responsive action may be so identified in the Contract Documents.
6. Submit required number of Samples specified in the Specifications.
7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers,
the use for which intended and other data as City may require to enable City to review the
submittal for the limited purposes required by Paragraph 5.16.C.
B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any
related Work performed prior to City's review and acceptance of the pertinent submittal will be
at the sole expense and responsibility of Contractor.
C. City'sReview:
1. City will provide timely review of required Submittals in accordance with the Schedule of
Submitta.ls accepta.ble to City. City's review and acceptance will be only to determine if the
items covered by the submittals will, after installation or incorporaiion in the Work, conform
io the infornlation 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.
CTI'Y OF FORT WORTH
STANDARD CTI'Y CONDTiTONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
00 73 10- 23
Standard City Conditions Of The Con�truciion Contract For Developer Awarded Projects
Page 23 of 35
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 progran�s incident thereto. The review and
acceptance of a separate item as such will not indicate approval of the assembly in which the
item functions.
3. City's review and acceptance shall not relieve Contractor from responsibility for any
variation from the requirements of the Contract Documents unless Contractor has complied
with the requirements of Section Ol 33 00 and City has given written accepta.nce of each
such variation by specific written nota.tion thereof incorporated in or accompanying the
Submitta.l. City's review and acceptance shall not relieve Contractor from responsibility for
complying with the requirements of the Contract Documents.
5.17 Cont�actoY's Genef•al Wa�ranty 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 entiiled 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:
l. observations by City;
2. recommendation or payment by City or Developer of any progress or final payment;
3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by
City;
4. use or occupancy of the Work or any part thereof by City;
5. any review and acceptance of a Submittal by City;
6. any inspection, test, or approval by others; or
CITY OF FORT WORTH
STANDARD CTI'1' CONDTI'IONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
00 73 10- 24
Standard City Conditions Of The Consfruction Contract For Developer Awarded Projects
Page 24 of 35
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 sha11 appear within a period af two (2) years
from the date of Fina1 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. TffiS
INDEMNITICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE
AND BE EFFECTIVE EVEN IF TT 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 a11 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. TffiS INDEMNII'ICATION 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 appeax on all drawings, calculations, specifications, certifications, and
Submittals prepared by such professional. Submittals related to the Work designed or certified
by such professional, if prepared by others, sha11 bear such professional's written approval when
submitted to City.
CTI'Y OF FORT WORTH
STANDARD CITY CONDITiONS —DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
00 73 10- 25
Standard City Conditions Of The Construciion Contract For Developer Awarded Projecis
Page 25 of 35
C. City shall be entifled to rely upon the adequacy, accuracy and completeness of the services,
certifications or approvals performed by such design professionals, provided City has specified
to Contractor performance and design criteria that such services must satisfy.
D. Pursuant to this Paragraph 5.19, City's review and acceptance of design calculations and design
drawings will be only for the limited purpose of checking for conformance with performance
and design criteria given and the design concept expressed in the Contract Documents. City's
review and acceptance of Submittals (except design calculations and design drawings) will be
only for the purpose stated in Paragraph 5.16.C.
5.20 Right to Audit:
A. The City reserves the right to audit all projects utilizing City funds
B. The Contractor agrees that the City sha11, untii the expiration of three (3) years after final
payment under tiv s 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 lransactions to
the subcontract, and further, that City shall have access during Regular Working Hours to all
Subcontractor facilities, and shall be provided adequate and appropriate work space in order to
conduct audits in compliance with the provisions of this Paragraph. The City shall give
Subcontractor reasonable advance notice of intended audits.
D. Contractor and Subcontractor agree to photocopy such documents as may be requested by the
City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate
published in the Texas Administrative Code in effect as of the time copying is performed.
5.21 Nondiscrimination
A. The City is responsible for operating Public Transportation Programs and implementing transit-
related projects, which are funded in part wi.th Federal financial assista.nce awarded by the U.S.
Depa,riment of Transportation and the Federal Transit Administration (FTA), without
discriminating against any person in the United States on the basis of race, color, or national
origin.
B. Title VI, Civil Rights Act of 1964 as amended.• Contractor shall comply with the requirements of
the Act and the Regulations as fiuther defined in the Supplementary Conditions for any project
receiving Federal assistance.
CTI'Y OF FORT WORTH
STANDARD CIT'Y CONDTIIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
00 73 10- 26
Standard City Conditions Of The Construcfion Contract For Developer qwarded Projects
Page 26 of 35
ARTICLE 6— OTHER WORK AT THE SITE
6.01 Related Work at Site
A. City may perform other work related to the Project at the Site with City's employees, or other
City contractors, or through other direct contracts therefor, or have other work performed by
utility owners. If such other work is not noted in the Contract Documents, then written notice
thereof will be given to Contractor prior to starting any such other work; and
B. Contractor shall afford each other contractor who is a parry to such a direct contract, each utility
owner, and City, if City is performing other work with City's employees or other City
contractors, proper and safe access to the Site, provide a reasonable opportunity for the
introducrion and storage of materials and equipment and the execution of such other work, and
properly coordinate the Work with theirs. Contractor shall do a11 cutting, fitting, and patching of
the Work that may be required to properly connect or otherwise make its several parts come
together and properly integrate with such other work. Contractor sha11 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 unsuita.ble for the proper execution and results of Contractor's Work. Contractor's
failure to so report will constitute an acceptance of such other work as fit and proper for
integration with Contractor's Work except for latent defects in the work provided by others.
ARTICLE 7— CIT'Y' S RESPONSIBILITIES
7.01 Inspections, Tests, and Approvals
City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph
11.03.
7.02 Limitations on City's Responsibilities
A. The City shall not supervise, direct, or have control or authority over, nor be responsible for,
Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety
precautions and programs incident thereto, or for any failure of Contractor to comply with Laws
and Regulations applicable to the performance of the Work. City will not be responsible for
Contractor's failure to perform the Work in accordance with the Contract Documents.
B. Ciiy will notify the Contractor of applicable safety plans pursuant to Paragraph 5.13.
CTI'Y OF FORT WORTH
STANDARD CIT'I' CONDTI'IONS - DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
00 73 10- 27
Standard City Conditions Of The Construction Contract For Developer Awarded Projecfs
Page 27 of 35
7.03 Compliance with Safety Prog�-am
While at the Site, City's employees and representatives shall comply with the specific applicable
requirements of Contractor's safety programs of which City has been informed pursuant to
Paragraph 5.13.
ARTICLE 8— CITY'S OBSERVATION STATUS DURING CONSTRUCTION
8.01 City's Project Representative
City will provide one or more Project Representative(s) during the construction period. The duties
and responsibilities and the limitations of authority of City's representative during construction are
set forth in the Contract Documents.
A. City's Project Representative will make visits to the Site at intervals appropriate to the various
stages of construction as City deems necessary in order to observe the progress that has been
made and the quality of the various aspects of Contractor's executed Work. Based on
information obtained during such visits and observations, City's Project Representa.tive will
determine, in general, if the Work is proceeding in accordance with the Contract Documents.
City's Project Representa.tive will not be required to make exhaustive or continuous inspections
on the Site to check the quality or quantity of the Work. City's Project Representative's efforts
will be directed toward providing City a greater degree of confidence that the completed Work
will conform generally to the Contract Documents.
B. City's Project Representative's visits and observations are subject to a11 the limitations on
authority and responsibility in the Contract Documents.
8.02 Authorized Variaiions 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 sha11 perform the Work involved promptly.
8.03 Rejecting Defective Work
City will have authority to reject Work which City's Project Representative believes to be defective,
or will not produce a completed Project that conforms to the Contract Documents or that will
prejudice the integrity of the design concept of the completed Project as a functioning whole as
indicated by the Contract Documents. City will have authority to conduct special inspection or
testing of the Work as provided in Article 11, whether or not the Work is fabricated, installed, or
completed.
CTI'Y OF FORT WORTH
STANDARD CiTY CONDITIONS - DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
00 73 10- 28
Standard City Conditions Of The Construction Contracf For Developer Awarded Projects
Page 28 of 35
8.04 Determinations for YYot-k Performed
Contractor will determine the actual quantities and classifications of Work performed. City's Project
Representative will review with Contractor the preliminary determinations on such matters before
rendering a written recommendation. City's written decision will be final (except as modified to
reflect changed factual conditions or more accurate data).
ARTICLE 9— CHANGES IN THE WORK
9.01 Authorized Changes in the Work
A. Without invalidating the Contract and without notice to any surety, City may, at any time or
from time to time, order Extra Work. Upon notice of such E�ra Work, Contractor shall
promptly proceed with the Work involved which will be performed under the applicable
conditions of the Contract Documents (except as otherwise specifically provided). Extra Work
shall be memorialized by a Participating Change Order which may or may not precede an order
of Extra work.
B. For minor changes of Work not requiring changes to Contract Time or Contract Price on a
project with City participation, a Field Order may be issued by the City.
9.02 Notification to Surety
If the provisions of any bond require notice to be given to a surety of any change affecting the
general scope of the Work or the provisians 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 TIlVI�
10.01 Change of ContYact P� ice
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) susta.ined by
Contractor on or in connection with any other project or anticipated project.
CITY OF FORT WORTH
STANDARD CITY CONDTI'IONS — DEVEIAPER AWARDED PROJECTS
Revised: January 10, 2013
00 73 10- 29
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 29 of 35
ARTICLE 11— TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF
DEFECTIVE WORK
11.01 Notice of Defects
Notice of all defective Work of which City has actual knowledge will be given to Contractor.
Defective Work may be rejected, corrected, or accepted as provided in this Ariicle 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 sha11 give City timely notice of readiness of the Work for a11 required inspections,
tests, or approvals and sha11 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� to be inspected, tested, or approved, Contractor shall assume full
responsibility for arranging and obtaining such independent inspections, tests, retests or
approvals, pay all costs in connection therewith, and furnish City the required certificates of
inspection or approval; excepting, however, those fees specifically identified in the
Supplementary Conditions or any Texas Deparhnent of Licensure and Regulation (TDLR)
inspections, which sha11 be paid as described in the Supplementary Conditions.
C. Contractor sha11 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 accepta.nce of materials, mix designs, or equipment
submitted for approval prior to Contractor's purchase thereof for incorporation in the Work.
Such inspections, tests, re-tests, or approvals shall be perfornled 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 a11 retests.
Contractor's cancellation without cause of City initiated Testing sha11 be deemed a negative
result and require a retest.
CiTY OF FORT WORTH
STANDARD CITY CONDTITONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
00 73 10- 30
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 30 of35
3. Any amounts owed for any retest under ttus Section 11.03 D shall be paid directly to the
Testing Lab by Contractor. City will forward a11 invoices for retests to
Developer/�ontractor.
4. If Cantractor fails to pay the Testing Lab, City will not issue a letter of Final Accepta.nce
until the Testing Lab is Paid
E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by
Contractor without written concurrence of City, Contractor shall, if requested by City, uncover
such Work for observation.
11.04 Uncovering Work
A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it
must, if requested by City, be uncovered for City's observation and replaced at Contractor's
expense.
11.05 CityMay Stop the Work
If the Work is defective, or Contractor fails to supply sufficient skilled workers or suita.ble materials
or equipment, or fails to perform the Work in such a way that the completed Work will conform to
the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until
the ca.use for such order has been eliminated; however, this right of City to stop the Work shall not
give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any
Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent
of any of them.
11.06 Correction or Removal of Defective Work
A. Promptly a.fter receipt of written notice, Contractor shall correct a11 defective Work pursuant to
an acceptable sched.ule, whether or not fabricated, installed, or completed, or, if the Work has
been rejected by City, remove it from the Project and replace it with Work that is not defective.
Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not
limited to a11 fees and charges of engineers, architects, attorneys, and other professionals and all
court or arbitration or other dispute resolution costs) arising out of or relating to such correction
or removal (including but not limited to a11 costs of repair or replacement of work of others).
Failure to require the removal of any defective Work sha11 not constitute acceptance of such
Work.
B. When correcting defective Work under the terms of this Paragraph 11.06 or Paragraph 11.07,
Contractor sha11 ta.ke no action that would void or otherwise impair City's special warranty and
guarantee, if any, on said Work.
11.07 Cor��ection PeYiod
A. If within two (2) years after the date of Final. Acceptance (or such longer period of time as may
be prescribed by the terms of any applicable special guarantee required by the Contract
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELAPER AWARDED PROJECTS
Revised: January 10, 2013
00'73 10- 3I
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 31 of 35
Documents), any Work is found to be defective, or if the repair of any damages to the land or
areas made available for Contractor's use by City or permitted by Laws and Regulations as
contemplated in Paragraph S.IO.A is found to be defective, Contractor shall promptly, without
cost to City and in accordance with City's written instructions:
1. repair such defective land or areas; or
2. correct such defective Work; or
3. if the defective Work has been rejected by City, remove it from the Project and replace it
with Work that is not defective, and
4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work
of others or other land or areas resulting therefrom.
B. If Contractor does not prompfly 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 coirection 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 wairanty. The provisions of this
Paragraph 11.07 shall not be construed as a substitute for, or a waiver of, the provisions of any
applicable statute of limitation or repose.
11.08 City May CorYect Defective Work
A. If Contractor fails within a reasonable time after written notice from City to correct defective
Work, or to remove and replace rejected Work as required by City in accordance with Paragraph
11.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents,
or if Contractor fails to comply with any other provision of the Contract Documents, City may,
after seven (7) days written notice to Contractor and the Developer, correct, or remedy any such
deficiency.
B. In exercising the rights and remedies under this Paragraph 11.09, City shall proceed
e�editiously. In connection with such corrective or remedial action, City may exclude
Contractor from all or part of the Site, take possession of all or part of the Work and suspend
Contractor's services related thereto, and incorporate in the Work all materials and equipment
incorporated in the Work, stored at the Site or for which City has paid Contractor but which are
CTTY OF FORT WORTH
STANDARD C1TY CONDTI'IONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
00 73 10- 32
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 32 of 35
stored elsewhere. Contractor sha11 a1low City, City's representatives, agents, consultants,
employees, and City's other contractors, access to the Siie to enable City to exercise the rights
and remedies under this Paragraph.
C. All claims, costs, losses, and damages (including but not limited to all fees and charges of
engineers, architects, attorneys, and other professionals and all court or other dispute resolution
costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph
13.09 will be charged against Contractor, and a Change Order will be issued incorporating the
necessary revisions in the Contract Documents with respect to the� Work; and City shall be
entitled to an appropriate decrease in the Contract Price.
D. Contractor sha11 not be allowed an extension of the Contract Time because of any delay in the
performance of the Work attributable to the exercise of City's rights and remedies under this
Paragraph 11.09.
ARTICLE 12 — COMPLETION
12.01 Contr�actor's Warranty of Title
Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any
Application for Payment will pass to City no later than the time of Fina1 Acceptance and sha11 be
free and clear of all Liens.
12.02 Partial Utilization
A. Prior to Fina1 Acceptance of a11 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 writing giving the reasons therefor.
3. Partial Utilization will not constitute Final Acceptance by City.
12.03 Finallnspection
A. Upon written notice from Contractor that the entire Work is complete in accordance with the
Contract Documents:
CiTY OF FORT WORTH
STANDARD CTI'Y CONDTI'IONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
00 73 10- 33
Standard City Conditions Of The Construction Contract For Developer Awarded Projecfs
Page 33 of35
1. within 10 days, City will schedule a Fina1 Inspection with Contractor.
2. City will notify Contractor in writing of all particulars in which this inspection reveals that
the Work is incomplete or defective. Contractor shall immediately take such measures as are
necessary to complete such Work or remedy such deficiencies.
12.04 Final Acceptance
A. Upon completion by Contractor to City's satisfaction, of any additional Work identified in the
Final Inspection, City will issue to Contractor a letter of Final Accepta.nce upon the satisfaction
of the following:
1. All documentation called for in the Contract Documents, including but not limited to the
evidence of insurance required by Paragraph 5.03;
2. consent of the surety, if any, to Final Acceptance;
3. a list of all pending or released Damage Claims against City that Contractor believes are
unsettled; and
4. affidavits of payments and complete and legally effective releases or waivers (satisfactory to
City) of all Lien rights arising out of or Liens filed in connection with the Work.
5. after all Damage Claims have been resolved.:
a. directly by the Contractor or;
b. Contractor provides evidence that the Damage Claim has been reported to Contractor's
insurance provider for resolution.
6. Issuing Final Acceptance by the City shall not relieve the Contractor of any guarantees or
other requirements of the Contract Documents which specifically continue therea.fter.
ARTICLE 13 — SUSPENSION OF WORK
13 .O l City May Suspend Work
A. At any time and without cause, City may suspend the Work or any portion thereof by written
notice to Contractor and which may fix the date on which Work will be resumed. Contractor
sha11 resume the Work on the date so fixed. During temporary suspension of the Work covered
by these Contract Documents, for any reason, the City will stop contract time on City
participation projects.
B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the
control of and without the fault or negligence of the Contractor, and should it be determined by
mutual consent of the Contractor and City that a solution to a11ow construction to proceed is not
CTI'Y OF FORT WORTH
STANDARD CITY CONDTI'IONS - DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
00 73 10- 34
Standard City Conditions Of The Construction Coniract For Developer Awarded Projects
Page 34 of 35
available within a reasonable period of time, Contractor may request an e�ension in Contract
Time, directly attributable to any such suspensian.
C. If it should become necessary to suspend the Work for an indefinite period, the Contractor sha11
store all materials in such a manner that they will not obstruct or impede the public uruiecessarily
nor become damaged in any way, and he shall take every precaution to prevent damage or
deterioration of the work performed; he sha11 provide suitable drainage about the work, and erect
temporary structures where necessary.
ARTICLE 14 — MISCELLANEOUS
14.01 Giving Notice
A. Whenever any provision of the Contract Documents requires the giving of written notice, it will
be deemed to have been validly given if:
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 ar certified mail, postage prepaid, to the last business
address knovm 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 refened 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 sha11 become the last
day of the period.
14.03 Cumulative Remedies
The duties and obligations imposed by these General Conditions and the rights and remedies
available hereunder to the parties hereto are in addition to, and are not to be construed in any way as
a limitation of, any rights and remedies available to any or a11 of them which are otherwise imposed
or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the
Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically
in the Contract Documents in connection with each particular duty, obligation, right, and remedy to
which they apply.
CIT'Y OF FORT WORTH
STANDARD CTI'I' CONDTI'IONS —DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
00 73 10- 35
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 35 of 35
14.04 Survival of Obligations
All representations, indemnifications, warranties, and guarantees made in, required by, or given in
accordance with the Contract Documents, as well as a11 continuing obligations indicated in the
Contract Documents, will survive final payment, completion, and accepta.nce 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.
CTI'Y OF FORT WORTH
STANDARD C1TY CONDTI'IONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
oi ii ao-i
DAP SUMMARY OF WORK
Page 1 of 3
1
2
3
4
PART1- GENERAL
1.1 SUMMARY
SECTION Ol 1100
SUMMARY OF WORK
5 A. Section Includes:
6 1. Summary of Work to be performed in accordance with the Contract Docl.unents
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9
10
11
12 1.2
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
PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14 1. Work associated with this Item is considered subsidiary to the various items bid.
15 No separate payment will be allowed for this Item.
16 1.3 REFERENCES [NOT USED]
17 1.4 ADMINISTRATIVE REQUIREMENTS
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
A. Work Covered by Contract Documents
1. Work is to include fumishing all labor, materials, and equipment, and performing
all Work necessary for this construction project as detailed in the Drawings and
Specifications.
B. Subsidiary Work
1. Any and a11 Work specifically governed by documentary requirements for the
project, such as conditions imposed by the Drawings or Contract Documents in
which no specific item for bid has been provided for in the Proposal and the item is
not a typical unit bid item included on the standard bid item list, then the item shall
be considered as a subsidiary item of Work, the cost of which shall be included in
the price bid in the Proposal for various bid items.
C. Use of Premises
1. Coordinate uses of premises under direction of the City.
2. Assume full responsibility for protection and safekeeping of materials and
equipment stored on the Site.
3. Use and occupy only portions of the public streets and alleys, or other public places
or odier rights-of-way as provided for in the ordinances of the City, as shown in the
Contract Documents, or as may be spec�cally authorized in writing by the City.
a. A reasonable amount of tools, materials, and equipment for canstruction
purposes may be stored in such space, but no more than is necessary to avoid
delay in the construction operations.
CITY OF FORT WORTH Water, Sanitary Sewer, Paving, Drainage � Street Lighting Improvements to serve Crowley Stadium
STANDARD CONSTRUCTION SPECIFICATION DOCiJMENTS — Developer Awarded Projects CPN103113
Revised December 20, 2012
011100-2
DAP SUMMARY OF WORK
Page 2 of 3
1 b. Exca.vated and waste materials sha11 be stored in such a way as not to interfere
2 with the use of spaces that may be designated to be left free and unobstructed
3 and so as not to inconvenience occupants of adjacent property.
4 c. If the street is occupied by ra.ilroad tracks, the Work shall be carried on in such
5 manner as not to interfere with the operation of the railroad.
6 1) All Work shall be in accordance with railroad requirements set forth in
7 Division 0 as well as the railroad permit.
8 D. Work within Easements
9 1. Do not enter upon private property for any purpose without having previously
10 obtained permission from the owner of such property.
11 2. Do not store equipment or material on private property unless and until the
12 specified approval of the property owner has been secured in writing by the
13 Contractor and a copy fumished to the City.
14 3. Unless specifically provided otherwise, clear all rights-of-way or easements of
15 obstructions which must be removed to make possible proper �rosecution of flie
16 Work as a part of the project construction operations.
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
4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants,
lawns, fences, culverts, curbing, and all other types of structures or improvements,
to all water, sewer, and gas lines, to a11 conduits, overhead pole lines, or
appurtenances thereof, including the construction of temporary fences and to all
other public or private properiy adjacent to the Work.
5. Notify the proper representatives of the owners or occupants of the public or private
lands of interest in lands which might be affected by the Work.
a. Such notice sha11 be made at least 48 hours in advance of the beginning of the
Work.
b. Notices shall be applicable to both public and private utility companies and any
corporation, company, individual, or other, either as owners or occupants,
whose land or interest in land might be affected by the Work.
c. Be responsible for all damage or injury to properiy of any character resulting
from any act, omission, neglect, or misconduct in the manner or method or
execution of the Work, or at any time due to defective work, material, or
equipment.
6. Fence
a. Restore a11 fences encountered and removed during construction ofthe Project
to the original or a better than origuial condition.
b. Erect temporary fencing in place of the fencing removed whenever the Work is
not in progress and when the site is vacated overnight, and/or at all times to
provide site security.
c. The cost for all fence work within easements, includ.ing removal, temporary
closures and replacement, shall be subsidiary to the various iteins bid in the
project proposal, unless a bid item is specifically provided in the proposal.
CITY OF FORT WORTH Water, Sanitary Sewer, Paving, Drainage & Street Lighting Improvements to serve Crowley Stadiwn
STANDARD CONSTRUCT'ION SPECIFICATION DOCUMENTS — Developer Awazded Projects CPN103113
Revised December 20, 2012
0111 0p-3
DAP SUMMARY OF WORK
Page 3 of 3
1 1.5 SUBMITTALS [NOT USED]
2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
3 1.7 CLOSEOUT SUBMITTALS [NOT USED]
4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
5 1.9 QUALITY ASSURANCE [NOT USED]
6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
7 1.11 FIELD [5ITE] CONDITIONS [NOT USED]
8 1.12 WARRANTY [NOT USED]
9 PART 2- PRODUCTS [NOT USED]
l0 PART 3 - �XECUTION (NOT USED]
11
12
13
END OF SECTION
CITY OF FORT WORTH Water, Sanitary Sewer, Paving, Drainage 8c Street Lighting Improvements to serve Crowley Stadium
STANDARD CONSTRUCTTON SPECIFICATION DOCiJMENTS — Developer Awazded Projects CPN103113
Revised December 20, 2012
01 25 00 - 1
DAP SUBSTITUTION PROCEDURES
Page 1 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Water, Sanitary Sewer, Paving, Drainage & Street Lighting Improvements to serve Crowley Stadium
CPN 103113
Revised August 30, 2013
SECTION 01 25 00
SUBSTITUTION PROCEDURES
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1. The procedure for requesting the approval of substitution of a product that is not
equivalent to a product which is specified by descriptive or performance criteria or
defined by reference to 1 or more of the following:
a.Name of manufacturer
b. Name of vendor
c.Trade name
d. Catalog number
2.Substitutions are not "or-equals".
B.Deviations from this City of Fort Worth Standard Specification
1. None.
C.Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2.Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A.Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid. No
separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A.Request for Substitution - General
1.Within 30 days after award of Contract (unless noted otherwise), the City will
consider formal requests from Contractor for substitution of products in place of
those specified.
2. Certain types of equipment and kinds of material are described in Specifications by
means of references to names of manufacturers and vendors, trade names, or catalog
numbers.
a.When this method of specifying is used, it is not intended to exclude from
consideration other products bearing other manufacturer's or vendor's names,
trade names, or catalog numbers, provided said products are "or-equals," as
determined by City.
3. Other types of equipment and kinds of material may be acceptable substitutions
under the following conditions:
a.Or-equals are unavailable due to strike, discontinued production of products
meeting specified requirements, or other factors beyond control of Contractor;
or,
01 25 00 - 2
DAP SUBSTITUTION PROCEDURES
Page 2 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Water, Sanitary Sewer, Paving, Drainage & Street Lighting Improvements to serve Crowley Stadium
CPN 103113
Revised August 30, 2013
b. Contractor proposes a cost and/or time reduction incentive to the City.
1.5 SUBMITTALS
A.See Request for Substitution Form (attached)
B.Procedure for Requesting Substitution
1. Substitution shall be considered only:
a.After award of Contract
b. Under the conditions stated herein
2.Submit 3 copies of each written request for substitution, including:
a.Documentation
1)Complete data substantiating compliance of proposed substitution with
Contract Documents
2) Data relating to changes in construction schedule, when a reduction is
proposed
3) Data relating to changes in cost
b. For products
1) Product identification
a)Manufacturer's name
b) Telephone number and representative contact name
c)Specification Section or Drawing reference of originally specified
product, including discrete name or tag number assigned to original
product in the Contract Documents
2) Manufacturer's literature clearly marked to show compliance of proposed
product with Contract Documents
3) Itemized comparison of original and proposed product addressing product
characteristics including, but not necessarily limited to:
a)Size
b) Composition or materials of construction
c)Weight
d) Electrical or mechanical requirements
4) Product experience
a)Location of past projects utilizing product
b) Name and telephone number of persons associated with referenced
projects knowledgeable concerning proposed product
c)Available field data and reports associated with proposed product
5)Samples
a)Provide at request of City.
b) Samples become the property of the City.
c.For construction methods:
1) Detailed description of proposed method
2) Illustration drawings
C.Approval or Rejection
1. Written approval or rejection of substitution given by the City
2. City reserves the right to require proposed product to comply with color and pattern
of specified product if necessary to secure design intent.
3. In the event the substitution is approved, if a reduction in cost or time results, it will
be documented by Change Order.
01 25 00 - 3
DAP SUBSTITUTION PROCEDURES
Page 3 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Water, Sanitary Sewer, Paving, Drainage & Street Lighting Improvements to serve Crowley Stadium
CPN 103113
Revised August 30, 2013
4. Substitution will be rejected if:
a.Submittal is not through the Contractor with his stamp of approval
b. Request is not made in accordance with this Specification Section
c.In the Developer’s opinion, acceptance will require substantial revision of the
original design
d. In the City’s or Developer’s opinion, substitution will not perform adequately
the function consistent with the design intent
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A.In making request for substitution or in using an approved product, the Contractor
represents that the Contractor:
1. Has investigated proposed product, and has determined that it is adequate or
superior in all respects to that specified, and that it will perform function for which it
is intended
2. Will provide same guarantee for substitute item as for product specified
3. Will coordinate installation of accepted substitution into Work, to include building
modifications if necessary, making such changes as may be required for Work to be
complete in all respects
4. Waives all claims for additional costs related to substitution which subsequently
arise
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
01 25 00 - 4
DAP SUBSTITUTION PROCEDURES
Page 4 of 4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Water, Sanitary Sewer, Paving, Drainage & Street Lighting Improvements to serve Crowley Stadium
CPN 103113
Revised August 30, 2013
EXHIBIT A
REQUEST FOR SUBSTITUTION FORM:
TO:
PROJECT: DATE:
We hereby submit for your consideration the following product instead of the specified item for
the above project:
SECTION PARAGRAPH SPECIFIED ITEM
Proposed Substitution:
Reason for Substitution:
Include complete information on changes to Drawings and/or Specifications which proposed
substitution will require for its proper installation.
Fill in Blanks Below:
A.Will the undersigned contractor pay for changes to the building design, including engineering
and detailing costs caused by the requested substitution?
B.What effect does substitution have on other trades?
C.Differences between proposed substitution and specified item?
D.Differences in product cost or product delivery time?
E.Manufacturer's guarantees of the proposed and specified items are:
Equal Better (explain on attachment)
The undersigned states that the function, appearance and quality are equivalent or superior to the
specified item.
Submitted By: For Use by City
Signature Recommended Recommended
as noted
Firm Not recommended Received late
Address By
Date
Date Remarks
Telephone
For Use by City:
Approved Rejected
City Date
O1 31 19 - 1
DAP PRECONSTRUCTION MEETING
Page 1 of 3
SECTION Ol 31 19
PRECONSTRUCTION MEETII�tG
PART1- 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 Standazd 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 ADMIIVISTRATIVE REQUIREMENTS
A. Coordination
1. Attend preconstruction meeting.
2. Representatives of Contractor, subcontractors and suppliers attending meetings
shall be qualified and aufliorized to act on behalf of the entity each represents.
3. Meeting administered by Ciiy 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 tlie
distribution package to the City.
a. The meeting will be scheduled and administered by the City.
2. The Project Representa.tive 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 forni 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 Water, Sanitary Sewer, Paving, Drainage & Street Lightn�g Improvements to seive Crowley Stadium
STANDARD CONSTRUCTION SPECIFICATION DOCLJMENTS — DEVELOPER AWARDED PROJECTS CPN 103113
Revised August 30, 2013
0131 19-2
DAP PRECONSTRUCTION MEETING
Page 2 of 3
e. Other City representatives
f. Others as appropriate
4. Preliminary Agenda may include:
a. I�itroduction 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
1. 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. Lega1 Holidays
s. Trench Safety Plans
t. Confined Space Entry Standards
u. Coordination with the City's representative for opera.tions of existing water
systems
v. Storm Water Pollution Prevention Plan
w. Coordination with other Contractors
x. Early Warning Systein
y. Contractor Evaluation
z. Special Conditions applicable to the project
aa. Damages Claims
bb. Submittal Procedures
cc. Substitution Procedures
dd. Conespondence 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 Water, Sanitary Sewer, Paving, I3rainage & Street Lighting Improvements to serve Crowley Stadium
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103113
Revised AugusY 30, 2013
0131 19 - 3
DAP PRECONSTRUCTION MEETING
Page 3 of 3
1.5 SUBMITTALS (NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS (NOT UBED]
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 I7SED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CIT'Y OF FORT WORTH Water, Sanitary 3ewer, Paving, Drainage & Street Lighting Improvements to serve Crowley Stadium
STANDARD CONSTRUCTION SPECIFICATION DOCUMEN"I'S — DEVELOPER AWARDED PROJECTS CPN 103113
Revised August 30, 2013
01 32 33 - 1
DAP PRECONSTRUCTION VIDEO
Page 1 of 2
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Water, Sanitary Sewer, Paving, Drainage & Street Lighting Improvements to serve Crowley Stadium
CPN 103113
Revised August 30, 2013
SECTION 01 32 33
PRECONSTRUCTION VIDEO
PART 1 - GENERAL
1.1 SUMMARY
A.Section Includes:
1. Administrative and procedural requirements for:
a.Preconstruction Videos
B.Deviations from this City of Fort Worth Standard Specification
1. Though not mandatory, it is highly recommended on infill developer projects.
C.Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A.Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A.Preconstruction Video
1. Produce a preconstruction video of the site/alignment, including all areas in the
vicinity of and to be affected by construction.
a.Provide digital copy of video upon request by the City.
2. Retain a copy of the preconstruction video until the end of the maintenance surety
period.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
01 32 33 - 2
DAP PRECONSTRUCTION VIDEO
Page 2 of 2
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS
Water, Sanitary Sewer, Paving, Drainage & Street Lighting Improvements to serve Crowley Stadium
CPN 103113
Revised August 30, 2013
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
0133 00-1
DAP SUBMITTALS
Page 1 of S
SECTION 0133 QQ
DAP SUBMITTALS
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
Genera.l methods and requirements of submissions applicahle 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 aze not necessarily liinited 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 ADMIPTISTRATIVE REQUIREMENTS
A. Coordination
1. Notify the City in writing, at the time of submittal, of any deviations in ttie
submittals from the requirements of the Contract Documents.
2. Coordination of Submittal Times
a. Prepare, prioritize and transmit each submittal sufficiently in advance of
performixig the related Work or other applicable activities, or witlun flie 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
fl Delivery
g) Similar sequenced activities
c. No extension of time will be authorized because of the Contractor's iailure to
transmit submittals sufficiently in advance of the Work.
CITY OF FORT WORTH Water, Sanitary Sewer, Paving, Drainage 8c Street Lig[riu�g Imgrovements to serve Crowley Stadium
STANDARD CONSTRUCTION SPECIFICATiON DOCLIMENTS — DEVELOPER AWARDED PROJECTS CPN 103113
Revised August 30, 2013
0133 00 - 2
DAP SUBMTI'TALS
Page 2 of 8
d. Make submitta.ls 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
When submitting shop drawings or samples, utilize a 9-character submittal cross-
reference identiiication 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, indica,ting the resubmission of the same drawing (i.e.
A=2nd submission, B=3rd submission, C=4th submission, etc.). A ty�ical
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 Specificafion Section
3) B is the third submission (second resubmission) of that particular shop
drawing
C. Contractor Certification
Review shop dra.wings, 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
l. Fold shop drawings la.rger than 8%2 inches x 11 inches to 8'/2 inches x l linches.
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 Dra.wings/Samples /Calculations
E. Submittal Content
1. The date of submission and the dates of auy previous submissions
CITY OF FORT WORTH Water, Sanitary Sewer, Paving, Drainage & Street Lighting Improv�nents to serve Crowley Stadium
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PRO7ECTS CPN 103113
Revised August 30, 2013
0133 0p-3
DAP SUBMITTALS
Page 3 of 8
2. The Project title a�id 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 nuxnbers
9. Identification by highlighting of deviations from Contract Documents
10. Identification by highlighting of revisions on resubmittals
1 l. An 8-inch x 3-inch blank space for Contractor and City stamps
F. Shop Drawings
1. As s�ecified 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
£ 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 VVork
2. Details
a. Relation of the various parts to the main inembers 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
CTTY OF FORT WORTH Water, Sanitary Sewer, Paving, Drainage & Street Lighting Lnprovements to seive Crowley Stadium
STANDARD CONSTRUCTION SPECIFICATION DOCLJMENTS — DEVELOPER AWARDED PROJECTS CPN 103113
Revised August 30, 2013
0133 00 - 4
DAP SUBMIT'TALS
Page 4 of 8
7) Standard wiring diagrams
8) Printed performance curves and operational-range diagrams
9) Production or quality control inspection and test reports and certifications
10) Mill reports
11) Product operating and maintenance instructions a�id recommended
spare-parts Iisting 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) Sma11 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
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 dra,wings 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 da.ta..
3. Submittal Distribution
Electronic Distribution
a. Confirm development of Project directory for electronic submittals to be
uploaded to City's Buzzsaw site, or another extemal 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 apprapriate
City representa.tives via email of submittal �osting.
2) Hard Copies
a) 3 copies for a11 submittals
d. Samples
1) Distributed to the Project Representative
2. Hard Copy Distribution (if required in lieu of electronic distribution)
C1TY OF FORT WORTA Water, Sanitary Sewer, Paving, Drainage & Street Lighting Improvements to serve Crowley Stadium
STANDARD CONSTRUCTION SPECIFICATION DOCLTMENTS — DEVEIAPER AWARDED PROJECTS CPN 103113
Revised August 30, 2013
0133 00-5
DAP SUBMITTALS
Page 5 of 8
a. Shop Drawings
1) Distributed to the City
2) Copies
a) 8 eopies for mechanical submittals
b) 7 copies for all other submittals
c) If Contractor requires more than 3 copies of Shop Drawings retumed,
Contractor sha11 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.
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 dra.wings, data and samples will be for general conformance
with the design concept and Contract Documents. This is not to be construed as:
a. Pernutting 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, sainples 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 aze assumed by the Contractor, and the City wi11
have no responsibility therefore.
3. The Contractor remains responsible for details and accuracy, for coordinating the
Work with a11 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, da.ta or samples as submitted describe variations and show a
depar�i.ue 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 Contra.ct Price or time for
performance, the City may return the reviewed dra.wings without noting an
exception.
>. 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 nota.tions or
comments on the submittal.
a) When returned under this code the Contra.ctor may release the
equipment and/or material for maxiufacture.
b. Code 2
CiTY OF FORT WORTH Water, Sanitary Sewer, Paving, Drainage & Street Lighting Improvements to serve Clrowley Stadium
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103113
Revised August 30, 2013
0133 00-6
DAP SUBMTI'TALS
Page 6 of S
1) "EXCEPTTONS 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, a11 notations and comments must be incorporated into the
final product.
c. Code 3
1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is
assigned when nota.tions and comments are extensive enough to require a
resubmittal ofthe package.
a) The Contractor may release the equipment or material for manufacture;
however, a11 notations and comments must be incorporated into the
final product.
b) This resubmittal is to address all comments, omissions and
non-confonning items that were noted.
c) Resubmittal is to be received by the City within 15 Calendaz 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 ofthe 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 oflier 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 Calendaz Days for
a11 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 etctension 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 retumed 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
Contractorto the areas that are incomplete.
8. If the Contractor considers any correction indicated on the shop drawiiigs to
constitute a change to the Contract Documents, then written notice must be
provided thereof to flie Developer at least 7 Calendar Days prior to release for
manufacture.
CITY OF FORT WORTH Water, Sanitary Sewer, Paving, Drainage & Street Lighting Improvements to serve Crowley Stadium
STANDARD CONSTRUCTION SPECIFICATION DOCLJMENTS — DEVELOPER AWARDED PROJECTS CPN 103113
Revised August 30, 2013
0133 Op - 7
DAP SUBMIT'TALS
Page 7 of 8
9. When the shop drawings have been completed ta 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, inclnde, 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. VVhen 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 sha11 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]
CTTY OF FORT W�RTH Water, Sanitary Sewer, Paving, Drainage & Street Lighting Lnprovements to serve Crowley Stadium
STANDARD CONSTRUCTION SPECIFICATION D(}CLJMENTS — DEVELOPER AWARDED PROJECTS CPN 103113
Revised August 30, 2013
0133 00-8
DAP SUBMiTTALS
Page 8 of 8
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMNIARY OF CHANGE
12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days
C1TY OF FORT WORTH Water, Sanitary Sewer, Paving, Drainage & Sheet Lighting Improvements to serve Crowley Stadium
STANDARD CONSTRUCTION SPECIFICATION DOCLTMENTS — DEVEIAPER AWARDED PROJECTS CPN 103113
Revised August 30, 2013
0135 13 - 1
DAP SPECIAL PROJECT PROCED�JRES
Page 1 of 7
I
2
3 PART1- GENERAL
4 1.1 SUMMARY
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
SECTION 013513
SPECIAL PROJECT PROCEDURES
A. Section Includes:
1. The procedures for special project circumstauces that includes, but is not lnnited to:
a. Coordination with the Texas Deparanent of Transportation
b. Work near High Voltage Lines
c. Confined Space Entry Program
d. Air Pollution Watch Days
e. Use of Explosives, Drop Weight, Etc.
f. Water Deparnnent Notification
g. Public Notification Prior to Beginning Construction
h. Coordina.tion with United States Army Corps of Engineers
i. Coordination within Ra.ilroad permits areas
j. Dust Control
k. Employee Parking
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Fornis and Conditions of tlie Contract
2. Division 1— General Requirements
3. Section 33 12 25 — Connection to Existing Water Mains
25 1.2 REFERENCES
26
27
28
29
30
31
32
33
34 1.3
35
36
37
38
39
A. Reference Standards
1. Reference standards cited in tliis Specification refer to the current reference
standard published ai the time of the latest revision date logged at the end of this
Specification, unless a date is specifically cited.
2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752.
High Voltage Overhead Lines.
3. North Central Texas Council of Governments (NCTCOG) — Clean Construction
Specification
ADMINISTRATIVE REQUIREMENTS
A. Coordination with the Texas Depariment of Transportation
1. When work in the right-of-way which is under the jurisdiction of tlie Texas
Deparlment of Tiansportation (TxDO'1�:
a. Notify the Texas Department of Transporta.tion prior to commencing any work
therein in accordance with the provisions of the permit
CITY OF FORT WORTH Water, Sanitary Sewer, Paving, Drainage & Street Lighting Improvements to serve Crowley Stadium
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103113
Revised August, 30, 2013
0135 13-2
DAP SPECIAL PROJECT PROCEI3ZJRES
Page 2 of 7
1
2
3
4
5
6
7
8
9
10
11
12
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
b. All work performed in the TxDOT right-of-way shall be perfornied in
compliance with and subject to approval from the Texas Depariment of
Transportation
B. Work near High Voltage Lines
1. Regulatory Requirements
a. All Work near High Voltage Lines (more than 600 volts measured between
conductors or between a conductor and the ground) sha11 be in accordance with
Health and Safety Code, Title 9, Subtitle A, Chapter 752.
2. Warning sign
a. Provide sign of sufficient size meeting a11 OSHA requirements.
3. Equipment operating within 10 feet of high voltage lines will require the following
safety features
a. Insulating cage-type of guard about the boom or arm
b. I�isulator links on the lift hook connections for back hoes or dippers
c. Equipment must meet the safety requirements as set forth by OSHA and the
safety requirements of the owner of the high voltage lines
4. Work within 6 feet of high voltage electric lines
a. Notification shall be given to:
1) The power company (example: ONCOR)
a) Maintain an accurate log of a11 such calls to power company and record
action talcen in each case.
b. Coordination with power company
1) After notiiication coordinate with the power company to:
a) Erect temporary mechanical barriers, de-energize the lines, or raise or
lower the lines
c. No personnel may work within 6 feet of a high voltage line before the above
requirements have been met.
C. Confined Space Entry Program
1. Provide and follow approved Confined Space Entry Prograrn in accordance with
OSHA requirements.
2. Confined Spaces include:
a. Manholes
b. All other confined spaces in accordance with OSHA's Permit Required for
Confined Spaces
D. Use of E�cplosives, Drop Weight, Etc.
l. When Contract Documents permit on the project the following will apply:
a. Public Notification
1} Submit notice to City and proof of adequate insurance coverage, 24 hours
prior to commencing.
2) Minimum 24 hour public notification in accordance with Section O 1 31 13
E. Water Department Coordination
l. During fihe construction of this project, it will be necessary to deactivate, for a
period oftime, existing lines. 'The Contractor shall be required to coordinate with
the Water Department to determine the best tiines for deactivating and activating
those lines.
CITY OF FORT R�ORTH Water, Sanitary Sewer, Paving, Drainage & Street Ligirting Improvements to serve Crowley Stadium
STANDARD CQNSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103113
Revised August, 30, 2013
0135 13-3
DAP SPECIAL PROJECT PROCEDURES
Page 3 of 7
1 2. Coordinate any event that will require connecting to or the operation of an existing
2 City water line system with the City's representative.
3 a. Coordination shall be in accordance with Section 33 12 25.
4 b. If needed, obta.in a hydrant water meter from the Water Department for use
5 during the life of named project.
6 c. In the event that a water valve on an existing live system be tumed off and on
7 to accommodate the construction of the project is required, coordinate this
g activity through the appropriate City representative.
9 1) Do not opera.te water line valves of existing water system.
10 a) Failure to comply will render the Contractor in violation of Texas Penal
11 Code Title 7, Chapter 28.03 (Criminal Mischie fl and the Contractor
12 will be prosecuted to the full e��tent of the law.
13 b) In addition, the Contractor will assume all liabilities and
14 responsibilities as a result of these actions.
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
F. Public Notification Prior to Beginning Construction
1. Prior to beginning construction on any block in the project, on a block by black
basis, prepare and deliver a notice or flyer of the pending construction to the front
door of each residence or business that will be nnpacted by construction. The notice
shall be prepared as follows:
a. Post notice or flyer 7 days prior to beginning any construction activity on each
block in the project area.
1) Prepare flyer on the Contractor's letterhead and include the following
information:
a) Name of Project
b) City Project No (CPN)
c) Scope of Project (i.e. type of construction activity)
d) Actual construction duration within the block
e) Name of the contractor's foreman and phone number
fl Name of the City's inspector and phone number
g) City's after-hours phone number
2) A sample of the `pre-construction notification' flyer is attached as Exhibit
A.
3) Submit schedule showing the construction start and finish time for each
block of the project to the inspector.
4) Deliver flyer to the City Inspector for review prior to distribution.
b. No construction will be allowed to begin on any block until the flyer is
delivered to a11 residents of the block.
G. Public Notification of Temporary Water Service Interruption during Construction
39 1. In the event it becomes necessary to temporarily shut down water service to
40 residents or businesses during construction, prepare and deliver a notice or flyer of
41 t11e pending interruption to the front door of each affected resident.
42 2. Prepazed notice as follows:
43 a. The notification or flyer shall be posted 24 hours �rior to the temporary
44 interruption.
45 b. Prepare flyer on the contractor's letterhead and include the following
46 information:
47 1) Name of the project
48 2) City Project Number
CI"I'Y OF FORT WORTH Water, Sanitary Sewer, Paving, Drainage 8c Street Lighting Improvements to serve Crowley Stadium
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 1Q3113
Revised August, 30, 2013
0135 13-4
DAP SPECIAL PROJECT PROCEDURES
Page 4 of 7
1
2
3
4
5
6
�
8
9
10
11
12
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
c.
a.
e.
f.
3) Date of the interruption of service
4) Period the interruption will take pla.ce
5) Nanie of the contractor's foreman and phone number
6) Name of the City's inspector and phone number
A sample of the temporary water service interruption notifica.iion is atta.ched as
Exhibit B.
Deliver a copy of the temporary interruption notification to the City inspector
for review prior to being distributed.
No interruption of water service can occur until the flyer has been delivered to
all affected residents and busuiesses.
Electronic versions ofthe saniple flyers can be obtained from the Project
Construction Inspector.
H. Coordination with United Staxes Amiy Corps of Engineers (USACE)
1. At locations in the Project where coustruction activities occur in areas where
USACE permits are required, meet a11 requirements set forth in each designated
permit.
I. Coordination within Ra.ilroad Perniit Areas
1. At locations in the project where construction activities occur in areas where
railroad pe�nits are required, meet a11 requirements set forth in each designated
railroad permit. This includes, but is not limited to, provisions for:
a. Flagmen
b. Inspectors
c. Safety training
d. Additional insurauce
e. Insurance certificates
f. Other employees required to protect the right-of-way and property of the
Railroad Company from damage arising out of and/or from the construction of
the project. Proper utility clearance procedures sha11 be used in accordance
with the permit guidelines.
2. Obta.in any supplemental infonnation needed to comply with the railroad's
requirements.
J. Dust Control
1. Use acceptable measures to control dust at the Site.
a. If water is used to control dust, capture and properly dispose of waste water.
b. If wet saw cutting is performed, capture and properly dispose of slurry.
K. Employee Parking
1. Provide parking for employees at locations approved by the City.
CITY OF FORT WORTH Water, Sa�iitary Sewer, Pavnig, Dra'viage & Street Lighting Improvements to serve Crowley Stadium
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103113
Revised August, 30, 2013
0135 I3 - 5
DAP SPECIAL PROJECT PROCEBURES
Page 5 of 7
1 1.4 5UBMITTALS [NOT USED]
2 1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
3 1.6 CLOSEOUT SUBMITTALS [NOT USED]
4 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
5 1.8 QUALITY ASSURANCE [NOT USED]
6 1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED]
7 1.10 FIELD [SITE] CONDITIONS [NOT USED]
8 1.11 WARRANTY [NOT USED]
9 PART 2- PRODUCTS [NOT USED]
l0 PART 3- EXECUTION [NOT USED]
11
12
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
1.3.B — Added requirement of compliance with Health and Safety Code, Title 9.
8/31/2012 D. Johnson Safety, Subtitle A. Public Safety, Cl�apter 752. High Voltage Overhead Lines.
13
CITY OF FORT WORTH Water, Sanitary Sewer, Paving, Drainage & Street Lighting Improvements to serve Crowley Stadium
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103113
Revised August, 30, 2013
01 35 I3 - 6
DAP SPECIAL PROJECT PROCEDURES
Page 6 of 7
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
2s
29
30
31
32
33
34
35
36
37
EXHIBIT A
(To be printed on Contractor's Letterhead)
Date:
CPN No.:
Project Name:
Mapsco Location:
Limits of Construction:
1
THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT
WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR
PROPERTY.
CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE
OF THIS NOTICE.
IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER
ISSUE, PLEASE CALL:
Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.>
OR
Mr. <CITY INSPECTOR> AT < TELEPHONE NO.>
AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306
PLEASE KEEP THIS FLYER HAIVDY WHEN YOU CALL
CITY OF FORT WORTH Water, Sanitazy Sewer, Paving, Drainage Bc Street Lighting Improvemenfs to serve Crowley Stadium
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103113
Revised August, 30, 2013
0135 13-7
DAP SPECIAL PROJECT PROCED�TRES
Page 7 of 7
�
2
�
FORT WORTH
EXHIBIT B
uoa No. xxxx
I�oje« t1.me:
I�IOTICL•' OF 1'EMPORARY WATER SLRVICE
II�TERRiIPTION
DUE TO UTII,ITY IMPROVEMENTS IN YOUR NEIGIiBORHOOD, YOUR
WATER SERVICE WILL BE INTERRUPTED ON
BETWEEN THE HOURS aF �D
IF YOU HAVE QUESTIONS ASOUT TFi15 SHUT-OUT, PLEASE CALL:
MR AT
(C�NTRACTORS SUPERINTENDENTy (TELEPHONE NUMBER)
C�7�3
MR AT
(CITY TiVSPECTOR) (TELEPHONE NUMBER}
THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE.
THANK YOU,
CONTRACTOR
3 —.. - - -- ---..
4
CIT'Y OF FORT WORTH Water, Sanitary Sewer, Paving, Drainage & Street Lighting Improvements to serve Crowley Stadium
STANDARD CONSTRUCTION SPECIFICATION DOCLTMENTS — DEVELOPER AWARDED PROJECTS CPN 103113
Revised August, 30, 2013
Oi 4523
TESTING AND INSPECTION SERVICES
Page 1 of 2
SECTION Q145 23
TESTING AND 1NSPECTION 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
l. 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
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 a11 required payments
for testing by Contractor have been pa.id 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, norify 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 external
FTP site approved by the City.
CITY OF FORT WORTH Water, Sanitary Sewer, Paving, Drainage 8c Street Lighting Improvements to serve Crowley Stadium
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103113
Revised March 9, 2020
O 1 45 23
TESTING AND INSPECTION SERVICES
Page 2 of 2
2) Upload test reports to designated project directory a.ud notify appropriate
City representatives via emaii of suhmittai posting.
3) Hard Copies
a) 1 copy for all submittals submitted to the Project Representa.tive
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 haxd 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. Naine 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
perfonn work in accordance with the Contract Documents.
1.5 SUSMITTALS [NOT USED]
1.6 ACTION SUSMITTALS/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 U5ED]
END OF SECTION
Revision Log
DATE NAME SUNIIv1ARY OF CHANGE
3/9/2020 D. V. Magana Removed reference to Buzzsaw and noted Uiat electronic submittals be uploaded
through the City's document management system.
CITY OF FORT WORTH Water, Sanitary Sewer, Paving, Drainage & Street Ligliting Improvemenis to serve Crowley Stadium
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103113
Revised Mazch 9, 2020
015000-1
DAP TEMPORAI2Y FACILITIES AND CONTROLS
Page 1 of 4
SECTION Ol 50 00
TEMPORARY FACILITIES AND CONTROLS
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
Provide temporary facilities and controls needed for die 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
l. 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 Itein is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMIIVISTRATIVE REQUIREMENTS
A. Temporary Utilities
l. 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. Se 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
e�:ecution, 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 Representa,tives.
c. Coordination
1) Contact Ciiy 1 week before water for construction is desired
CITY OF FORT WORTH Water, Sanitary Sewer, Paving, Drainage & Street Lighting Improvements to serve Crowley Stedium
STANDARD CONSTRUCTION SPECIFICATION DOCUMEN'1'S — DEVELOPER AWARDED PROJECTS CPN 103113
Revised JLTI,Y 1, 2011
0150 00-2
DAP TEMPORARY FACILITIES AND CONTROLS
Page 2 of 4
d. Contractor Payment for Construction Water
1) Obtain construction water meter from City for payment as billed by Cii�T's
esta.blished rates.
3. Electriciiy and Lighting
a. Provide and pay for electric powered service as required for Work, including
testing of Work.
1) Provide power for lighting, opera#ion 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 far 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 e�sting buildings.
6. Remove building from site prior to Fina1 Acceptance.
D. Temporary Fencing
1. Provide and maintain for the duration or construction when required in contract
docuxneiits
E. Dust Control
CTI'Y OF FORT WORTH Water, Sanitary Sewer, Paving, Drainage & Street Lighting Improvements to serve Crowley Stadium
STANDARD CONSTRUCTiON SPECIFICATION DOCUMENT'S — DEVELOPER AWARDED PROJECTS CPN 103113
Revised JLTLY 1, 2011
Ol 50 00 - 3
DAP TEMPORARY FACILIT'IES AND CONTROLS
Page 3 of 4
1. Contractor is responsible for maintaining dust control through the duration of th�
project.
a. Contractor remains on-ca11 at ail 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 SY5TEM STARTUP [NOT US�D]
3.9 ADJUSTING [NOT USED]
3.10 CLEAPTING [NOT USED]
3.11 CLOSEOUT ACTIVITIES
A. Temporary Facilities
CITY OF FORT WORTH Water, Sanitary Sewer, Paving, Drainage & S�eet Lighting �nprovements to serve Crowley Stadium
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AW,ARDED PROJECTS CPN 103113
Revised JCTI,Y 1, 2011
0150 00-4
DAP TEMPORt1RY FACILITIES AND CONTROLS
Fage 4 of 4
l. Remove all tempora.ry faciiities and restore area after completion of the Work, to a
condition equal io 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
CTTY OF FORT WORTH Water, Sanitary Sewer, Paving, Drainage & Street Lighting Improv�nents to serve Crowley Stadium
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVEIAPER AWARDED PROJECTS CPN 103113
Revised JLJLY 1, 2011
0155 26-1
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CON'TI20L
Page 1 of 3
SECTION 0155 26
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
PART1- 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
l. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requireinents, 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 tlus 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 ADMIIVISTRATIVE 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 tra.ffic control plans a.re 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 Pernut is required.
a. To obtain Street Use Permit, submit Traffic Control Plans to City
Transportation and Public Works Department.
CITY OF FORT WORTH Water, Sanitary Sewer, Paving, Drainage & Street Lighting Improvements to serve Crowley Stadium
STANDARD CONSTRUCTION SPECIFICATION DOCUMENfS — DEVELAPER AWARDED PROJECTS CPN 103113
Revised July 1, 2011
0155 26-2
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CON"TROL
Page 2 of 3
1) Allow a minimum of 5 working days for permit review.
2) Contractor's responsibility to coordinate review of Tra{�'ic Cont�-ol plans for
Street Use Permit, such that construction is not delayed.
C. Modification to Approved Traffic Control
Prior to installation traffic control:
a. Submit revised traffic control plans to City Department Transportation and
Public Works Departrnent.
1) Revise Ti�.ffic 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 Pertnit, 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 pernianent 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 pernianent sign.
3. When construction is complete, to the extent that the �ermanent sign can be
reinstalled, contact the City Transporta.tion and Public Works Department, Signs
and Markiiigs Division, to reinstall the permanent sign.
F. Traf�ic Control Standards
1. Traff'ic Control Standards can be found on 1:he 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 SUSMITTALS [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 Water, Sanitary Sewer, Paving, Drainage & S�eet Lighting Improvements to serve Ctowley Stadiwn
STANDARD CONSTRUCTION SPECIFICATION DOCLTMENTS — DEVELOPER AWARDED PROJECTS CPN 103113
Revised July 1, 2011
0155 26-3
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 3 of 3
Revision Log
DATE NAME SUNIMARY OF CHANGE
CITY OF FORT WORT'H Water, Sanitary Sewer, Paving, Drainage & Street Lighting Improvements to serve Crowley Stadium
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103113
Revised July l, 2011
01 57 13 -1
DAP STORM WATER POLLUTION PREVENTION
Page 1 of 3
SECTION 015713
STORM WATER POLLUTION PREVENTION
PART1- 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
standazd 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 (iSW1Vn Technical Manua1 for Construction
Controls
1.4 ADMII�ISTRATIVE REQUIREMENTS
A. General
1. Contractor is responsible for resolution and payment of any fines issued associated
with compliance to Stormwater Pollution Prevention Plan.
CTfI' OF FORT WORTH Water, Sanitary Sewer, Paving, Drainage & Sheet Lighting Improvements to serve Crowley Stadium
STANDARD CONSTRUCTION SPECIFICATION DOCUMEN'I'S — DEVEIAPER AWARDED PROJECTS CPN 103113
Revised July 1, 2011
0157 13-2
DAP STORM WATER POLLUTION PREVENTION
Page 2 of 3
B. Construction Activities resulting in:
1. Less than 1 acre of disturbance
a. Provide erosion and sediment control in accordance with Section 31 25 00 and
Drawings.
2. 1 to less than 5 acres of disturbance
a. Texas Pollutant Dischazge 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 Depaztment 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 Pernut
d) SWPPP
e) TCEQ requirements
3. 5 a.cres 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) Prepaze 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 Nobice 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 Pernut
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
Submit in accordance with Section O1 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 Water, Sanitary Sewer, Paving, Drainage & Street Lighting Improvements to serve Crowley Stadium
STANDARD CONSTRUCTION SPECIFICATION DOCLTMENTS — DEVELOPER AWARDED PROJECTS CPN 103113
Revised July 1, 2011
0157 13-3
DAP STORM WATER POLLUTION PREVEN'ITON
Page 3 of 3
B. Modified SWPPP
1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City
in accordance with Section O1 33 00.
1.6 ACTION SUBMITTALS/INFORMATIONAL 5UBMITTALS [NOT USED]
1.7 CLO5EOUT 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
CI'TI' OF FORT WORTH Water, Sanitary Sewer, Paving, Drainage & Street Lighting Improvements to serve Crowley Stadium
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT'S — DEVELOPER AWARDED PROJECTS CPN 103113
Revised July 1, 2011
Ol 60 00
PRODUCT REQUIItEMENTS
Page 1 of 2
SECTION Ol 60 00
PRODUCT REQUIREMENTS
PART1- 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 aze 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 ADMIIVISTRATIVE REQUIREMENTS
A. 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
B. Only products specifically included on City's Standazd 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.
C. Any specific product requirements in the Contract Documents supersede similar
products included on the City's Standazd Product List.
1. The City reserves the right to not allow products to be used for certain proj ects even
though the product is listed on the City's Standard Product List.
D. Although a specific product is included on City's Standard Product List, not all
products from that manufacturer aze approved for use, including but not limited to, that
manufacturer's standard product.
E. See Section O1 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]
CTI'Y OF FORT WORTH Water, Sanitary Sewer, Paving, Drainage & Street Light Improvements to serve Crowley Stadium
STANDARD CONSTRUCTION SPECIFICATION DOCLJMENTS CPN 103113
Revised Mazch 9, 2020
O1 60 00
PRODUCT REQUIItEMENTS
Page 2 of 2
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT U5ED]
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
3/9/2020 D.V. Magana Removed reference to Buzzsaw and noted that the City approved products list is
accessible through the City's website.
CTTY OF FORT WORTH Water, Sanitary Sewer, Paving Drainage & Street Light Improvements to serve Crowley Stadium
STANDARD CONSTRUCTION SPECIFICATION DOCLTMENTS CPN 103113
Revised March 9, 2020
0166 00-1
DAP PRODUCT STORAGE AND HANDLING REQUIl2EMENTS
Page 1 of 4
SECTION Ol 66 00
PRODUCT STORAGE AND HANDLING REQUIREMENTS
PART1- 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 aze 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 ADMIIVISTRATIVE 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.
CTI'Y OF FORT WORTH Water, Sanitary Sewer, Paving, Drainage & Street Lighring Improvements to serve Ctowley Staditun
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103113
Revised Aprii 7, 2014
0166 00-2
DAP PRODUCT STORAGE AND fIANDLING REQUIREMENTS
Page 2 of 4
4. Deliver products or equipment in manufacturer's original unbroken cartons or other
containers designed and constructed to protect the contents from physical or
environmental damage.
5. Clearly and fully mark and identify as to manufacturer, item and installation
loca,tion.
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 a11 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 of� site storage locations for inspection by
City's Project Representative.
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 sta,ck materials delivered and stored along line of
Work to avoid inconvenience and damage to properiy 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.
CTTY OF FORT WORTH Water, Sanitary Sewer, Paving, Drainage 8c Street Lighting Improvements to serve Crowley Stadium
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103113
Revised April 7, 2014
016600-3
DAP PRODUCT STORAGE AND HANDLING REQUIItEMENTS
Page 3 of 4
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT U5ED]
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 [ox] SITE QUALITY CONTROL
A. Tests and Inspections
1. Inspect a11 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
CTTY OF FORT WORTH Water, Sanitary Sewer, Paving, Drainage & Street Lighting Improvem�ts to serve Crowley Stadium
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELAPER AWARDED PROJECTS CPN 103113
Revised Apri17, 2014
0166 00 - 4
DAP PRODUCT STORAGE AND HANDLING REQUII2EMENTS
Page 4 of 4
Revision Log
DATE NAME SUMMARY OF CHANGE
4!7/2014 M.Domenech Revised for DAP application
CTI'Y OF FORT WORTH Water, Sanitary Sewer, Paving, Drainage & Street Lighting Improvements to serve Crowley Sffidium
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVEIAPER AWARDED PROJECTS CPN 103113
Revised April 7, 2014
oi �o 00 - i
MOBILIZATION AND REMOBILIZA'TION
Page 1 of 3
�
3 PART1- GENERAL
SECTION 0170 00
MOBILIZATION AND REMOBILIZATION
4 1.1 SUMMARY
5 A. Section Includes:
6
7
8
9
10
11
12
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
1. Mobilization and Demobilization
a. Mobilization
1) Transporta.tion of Contractor's personnel, equipment, and operating supplies
to the Site
2) Establishment of necessary general facilities for the Contractor's operation
at the Site
3) Premiums paid for performance and payment bonds
4) Transportation of Contractor's personnel, equipment, and operating supplies
to another location within the designated Site
5) Relocation of necessary general facilities for the Contractor's operation
from 1 location to another location on the Site.
b. Demobilization
1) Transportation of Contractor's personnel, equipment, and operating supplies
away from the Site including disassembly
2) Site Clean-up
3) Removal of all buildings and/or other facilities assembled at the Site for this
Contract
c. Mobilization and Demobilization do not include activities for specific items of
work that are for which payment is provided elsewhere in the contract.
2. Remobilization
a. Remobilization for Suspension of Work specifically required in the Contract
Documents or as required by City includes:
1) Demobilization
a) Transportation of Contractor's personnel, equipment, and operating
supplies from the Site including disassembly or temporarily securing
equipment, supplies, and other facilities as designated by the Contract
Documents necessary to suspend the Work.
b) Site Clean-up as designated in the Contract Documents
2) Remobilization
a) Transportation of Contractor's personnel, equipment, and operating
supplies to the Site necessary to resume the Work.
b) Esta.blishment of necessary general facilities for the Contractor's
operation at the Site necessary to resume the Work.
3) No Payments will be made for:
a) Mobilization and Demobilization from one location to another on the
Site in the normal progress of performing the Work.
b) Stand-by or idle time
c) Lost profits
3. Mobilizations and Demobilization for Miscellaneous Projects
a. Mobilization and Demobilization
CITY OF FORT WORTH Water, Sanitary Sewer, Paving, Drainage 8c Street Lighting to serve Crowley Stadium
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103113
Revised November 22, 2016
oi�o ao-a
MOBILIZATION AND REMOBILIZATION
Page 2 of 3
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
1) Mobilization shall consist of the activities and cost on a Work Order basis
necessary for:
a) Transportation of Contractor's personnel, equipment, and operating
supplies to the Site for the issued Work Order.
b) Establishment of necessary general facilities for the Contractor's
operation at the Site for the issued Work Order
2) Demobilization shall consist of the activities and cost necessary for:
a) Transportation of Contractor's personnel, equipment, and operating
supplies from the Site including disassembly for each issued Work
Order
b) Site Clean-up for each issued Work Order
c) Removal of all buildings or other facilities assembled at the Site for
each Work Oder
b. Mobilization and Demobilization do not include activities for specific items of
work for which payment is provided elsewhere in the contract.
4. Emergency Mobilizations and Demobilization for Miscellaneous Projects
a. A Mobilization for Miscellaneous Projects when directed by the City and the
mobilization occurs within 24 hours of the issuance of the Work Order.
B. Deviations from this City of Fort Worth Standard Specification
1. None.
21 C. Related Specification Sections include, but are not necessarily limited to:
22 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
23 2. Division 1— General Requirements
24 1.2 PRICE AND PAYMENT PROCEDURES
25
26
27
28
29
30
31
32
33
34
A. Measurement and Payment [Consult City Department/Division for direction on if
Mobilization pay item to be included or the item should be subsidiary. Include the
appropriate Section 1.2 A. 1.]
1. Mobilization and Demobilization
a. Measure
1) This Item is considered subsidiary to the various Items bid.
b. Payment
1) The work performed and materials furnished in accordance with this Item
are subsidiary to the various Items bid and no other compensation will be
allowed.
35 1.3 REFERENCES [NOT USED]
36 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
37 1.5 SUBMITTALS [NOT USED]
38 1.6 INFORMATIONAL SUBMITTALS [NOT USED]
39 1.7 CLO5EOUT SUBMITTALS [NOT USED]
40 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
41 1.9 QUALITY ASSURANCE [NOT USED]
CITY OF FORT WORTH Water, Sanitary Sewer, Paving, Drainage & Street Lighting to serve Crowley Stadium
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103113
Revised November 22, 2016
0170 00-3
MOBILIZATION AND REMOBILIZATION
Page 3 of 3
1 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
2 1.11 FIELD [SITE] CONDITIONS [NOT USED]
3 1.12 WARRANTY [NOT USED]
4 PART 2- PRODUCTS [NOT USED]
5 PART 3- EXECUTION [NOT USED]
6 END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
11/22/16 Michael Owen 1.2 Price and Payment Procedures - Revised specificafion, including blue text, to
make specification flexible for either subsidiary or paid bid item for Mobilization.
CIT'Y OF FORT WORTH Water, Sanitary Sewer, Paving, Dtainage & Street Lighting to serve Crowiey Stadium
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103113
Revised November 22, 2016
0171 23-1
CONSTRUCTION STAKING AND SURVEY
Page 1 of S
1
2
3 PART1- GENERAL
4 1.1 SUMMARY
5
6
7
8
9
10
11
12 1.2
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
SECTION Ol 7123
CONSTRUCTION STAKING AND SURVEY
A. Section Includes:
1. Requirements for construction staking and construction survey
B. Deviations from this City of Fo�t Worth Standard Specification
1. See Changes (Highlighted in Yellow).
C. Related Specification Sections include, but axe not necessarily limited to:
1. Division 0- Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1- General Requirements
PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Construction Staking
a. Measurement
1) This Item is considered subsidiary to the various Items bid.
b. Payment
1) The work performed and the materials fumished in accordance with this
Item aze subsidiary to the various Items bid and no other compensation will
be allowed.
2. Construction Survey
a. Measurement
1) This Item is considered subsidiary to the various Items bid.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item are subsidiary to the various Items bid and no other compensation will be
allowed.
3. As-Built Survey
a. Measurement
1) This Item is considered subsidiary to the various Items bid.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item are subsidiary to the various Items bid and no other compensation will be
allowed.
CITY OF FORT WORTH Water, Sanitary Sewer, Paving, Drainage & Street Light Improvements to serve Crowley Stadium
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103113
Revised Febcvary 14, 2018
0171 23-2
CONSTRUCTION STAKING AND SURVEY
Page 2 of 8
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
1.3 REFERENCES
A. Definitions
1. Construction Survev - The survey measurements made prior to or while
construction is in progress to control elevation, horizontal position, dimensions and
configuration of structures/improvements included in the Project Drawings.
2. As-built Survev —The measurements made after the construction of the
improvement features aze complete to provide position coordinates for the features
of a project.
3. Construction Sta.kin� — The placement of stakes and markings to provide offsets
and elevations to cut and fill in order to locate on the ground the designed
structures/improvements included in the Project Drawings. Construction staking
shall include staking easements and/or right of way if indicated on the plans.
4. Survev "Field Checks" — Measurements made after construction staking is
completed and before construction work begins to ensure that structures marked on
the ground are accurately located per Project Drawings.
B. Technical References
1. City of Fort Worth — Construction Staking Standazds (available on City's Buzzsaw
website) — O 1 71 23.16.01_ Atta.chment A_Survey Sta.king Standazds
2. City of Fort Worth - Standazd Survey Data. Collector Library (fxl) files (available
on City's Buzzsaw website).
3. Texas Department of Transportation (TxDO'I� Survey Manual, latest revision
4. Te�s Society of Professional Land Surveyors (TSPS), Manual of Practice for Land
Surveying in the State of Texas, Category 5
25 1.4 ADMINI5TRATIVE REQUIREMENTS
26 A. The Contractor's selection of a surveyor must comply with Texas Government
27 Code 2254 (qualifcations based selection) for this project.
28 1.5 SUBMITTALS
29 A. Submittals, if required, sha11 be in accordance with Section Ol 33 00.
30 B. All submittals shall be received and reviewed by the City prior to delivery of work.
31 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
32
33
34
35
36
37
A. Field Quality Control Submittals
1. Documentation verifying accuracy of field engineering work, including coordinate
conversions if plans do not indicate grid or ground coordinates.
2. Submit "Cut-Sheets" conforming to the standard template provided by the City
(refer to O 1 71 23.16.01— Atta.chtnent A— Survey Staking Standards).
38 1.7 CLOSEOUT SUBMITTALS
39 B. As-built Redline Drawing Submittal
CITY OF FORT WORTH Water, Sanitary Sewer, Paving, Drainage 8c Street Light Improvements to serve Crowley Stadium
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103113
Revised February 14, 2018
0171 23-3
CONSTRUCTION STAKING AND SUF2VEY
Page 3 of 8
1 1. Submit As-Built Survey Redline Drawings documenting the locations/elevations of
2 constructed improvements signed and sealed by Registered Professional Land
3 Surveyor (RPLS) responsible for the work (refer to O 1 71 23.16.01 — Atta.clunent A
4 — Survey Staking Standards) .
5 2. Contractor shall submit the proposed as-built and completed redline drawing
6 submittal one (1) week priorto scheduling the project final inspection for City
7 review and comment. Revisions, if necessary, sha11 be made to the as-built redline
8 drawings and resubmitted to the City prior to scheduling the constntction final
9 inspection.
l0 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
11 1.9 QUALITY ASSURANCE
12 A. Construction Staking
13 1. Construction staking will be performed by the Contra.ctor.
14 2. Coordina.tion
15 a. Contact City and Developer's Project Representative at least one week in
16 advance notifying the City of when Construction Staking is scheduled.
17 b. It is the Contractor's responsibility to coordinate stalcing such that
18 construction activities are not delayed or negatively impacted.
19 3. General
20 a. Contractor is responsible for preserving and maintaixiing stakes. If City
21 surveyors or Developer's Project Representative axe required to re-stake for
22 any reason, the Contractor will be responsible for costs to perform sta.king. If
23 in the opinion of the City, a sufficient number of stakes or markings have been
24 lost, destroyed disturbed or omitted that the contracted Work cannot take place
25 then the Contractor will be required to sta.ke or re-stake the deficient axeas.
26 B. Construction Survey
27 1. Construction Survey will be performed by the Contractor.
28 2. Coordination
29 a. Contractor to verify that horizontal and vertical control data established in the
30 design survey and required for construction survey is available and in place.
31 3. General
32 a. Construction survey will be performed in order to construct the work shown
33 on the Construction Drawings and specified in the Contract Documents.
34 b. For construction methods other than open cut, the Contractor sha11 perform
35 construction survey and verify control data, including, but not limited to, the
36 following:
37 1) Verification that established benchxnarks and control are accurate.
38 2) Use of Benchmarks to furnish and maintain all reference lines and grades
39 for tunneling.
40 3) Use of line and grades to esta.blish the location of the pipe.
41 4) Submit to the City copies of field notes used to establish a111ines and
42 grades, if requested, a.ud allow the City to check guidance system setup prior
43 to beginning each tunneling drive.
44 5) Provide access for the City, if requested, to verify the guidance system and
45 the line and grade of the carrier pipe.
CITY OF FORT WORTH Water, Sanitary Sewer, Paving, Drainage & Street Light Improvements to serve Crowley Stadium
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103113
Revised February 14, 2018
01 71 23 - 4
CONSTRUCTION STAKING AND SURVEY
Page 4 of 8
1 6) The Contractor remains fully responsible for the accuracy of the work and
2 correction of it, as required.
3 7) Monitor line and grade continuously during construction.
4 8) Record deviation with respect to design line and grade once at each pipe
5 joint and submit daily records to the City.
6 9) If the installation does not meet the specified tolerances (as outlined in
7 Sections 33 OS 23 and/or 33 OS 24), immediately notify the City and correct
8 the installation in accordance with the Contract Documents.
10
11
12
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
46
47
48
49
C. As-Built Survey
1. Required As-Built Survey will be performed by the Contractor.
2. Coordination
a. Contractor is to coordinate with City to confirm which features require as-
built surveying.
b. It is the Contractor's responsibility to coordinate the as-built survey and
required measurements for items that are to be buried such that construction
activities are not delayed or negatively impacted.
c. For sewer mains and water mains 12" and under in diameter, it is acceptable
to physically measure depth and mark the location during the progress of
construction and take as-built survey after the facility has been buried. The
Contractor is responsible for the quality control needed to ensure accuracy.
General
a. The Contractor shall provide as-built survey including the elevation and
location (and provide written documenta.tion to the City) of construction
features during the progress of the construction including the following:
1) Water Lines
a) Top of pipe elevations and coordinates for waterlines at the following
locations:
(1) Minimum every 2501ineaz feet, including
(2) Horizontal and vertical points of inflection, curvature,
etc.
(3) Fire line tee
(4) Plugs, stub-outs, dead-end lines
(5) Casing pipe (each end) and all buried fittings
2) Sanitary Sewer
a) Top of pipe elevations and coordinates for force mains and siphon
sanitary sewer lines (non gravity facilities) at the following locations:
(1) Minimum every 2501inear feet and any buried fittings
(2) Horizontal and vertical points of inflection, curvature,
etc.
3) Stormwater — Not Applicable
b. The Contractor shall provide as-built survey including the elevation and
location (and provide written documentation to the City) of construction
features after the construction is completed including the following:
1) Manholes
a) Rim and flowline elevations and coordinates for each manhole
2) Water Lines
a) Cathodic protection test stations
b) Sampling stations
c) Meter boxes/vaults (All sizes)
CTTY OF FORT WORTH Water, Sanitary Sewer, Paving, Drainage & Sheet Light Improvements to serve Crowley Stadium
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103113
Revised February 14, 2018
0171 23-5
CONSTRUCTION STAKING AND SURVEY
Page 5 of 8
1
2
3
4
5
6
7
8
9
10
11
12
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
d) Fire hydrants
e) Valves (gate, butterfly, etc.)
fl Air Release valves (Manhole rim and vent pipe)
g) Blow off valves (Manhole rim and valve lid)
h) Pressure plane valves
i) Underground Vaults
(1) Rim and flowline elevations and coordinates for ea.ch
Underground Vault.
3) Sanitary Sewer
a) Cleanouts
(1) Rim and flowline elevations and coordinates for each
b) Manholes and Junction Structures
(1) Rim and flowline elevations and coordinates for each
manhole and junction structure.
4) Stormwater — Not Applicable
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY
PART 2 - PRODUCTS
A. A construction survey will produce, but will not be limited to:
1. Recovery of relevant control points, points of curvature and points of intersection.
2. Establish temporary horizontal and vertical control elevations (benchmarks)
sufficiently permanent and located in a maiuier to be used throughout construction.
3. The location of planned facilities, easements and improvements.
a. Establishing final line and grade stakes for piers, floors, grade beams, parking
areas, utilities, streets, highways, tunnels, and other construction.
b. A record of revisions or corrections noted in an orderly manner for reference.
c. A drawing, when required by the client, indicating the horizontal and vertical
location of facilities, easements and improvements, as built.
4. Cut sheets sha11 be provided to the City inspector and Survey Superintendent for all
construction staking projects. These cut sheets shall be on the standard city template
which can be obtained from the Survey Superintendent (817-392-7925).
5. Digital survey files in the following formats sha11 be acceptable:
a. AutoCAD (.dwg)
b. ESRI Shapefile (.shp)
c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use
stasidard templates, if available)
6. Survey files sha11 include vertical and horizontal data tied to original project
control and benchmarks, and shall include feature descriptions
40 PART 3 - EXECUTION
41 3.1 INSTALLERS
CITY OF FORT WORTH Water, Sanitary Sewer, Paving, Drainage & Street Light Improvements to serve Crowley Stadium
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103113
Revised February 14, 2018
01 71 23 - 6
CONSTRUCTION STAKING AND SURVEY
Page 6 of 8
1 A. Tolerances:
2 1. The stalced location of any improvement or facility should be as accurate as
3 practical and necessary. The degree of precision required is dependent on many
4 factors a11 of which must rema.in judgmental. The tolerances listed hereafter are
5 based on generalities and, under certa.in circumstances, shall yield to specific
6 requirements. The surveyor shall assess any situation by review of the overall plans
7 and through consulta,tion with responsible parties as to the need for specific
8 tolerances.
9 a. Ea.rthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical
10 tolerance. Horizontal alignment for earthwork and rough cut should not exceed
11 1.0 ft. tolerance.
12 b. Horizontal alignment on a structure shall be within .O.lft tolerance.
13 c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and
14 wallcways shall be located within the confines of the site boundaries and,
15 occasionally, along a boundary or any other restrictive line. Away from any
16 restrictive line, these facilities should be sta.ked with an accura.cy producing no
17 more than O.OSft. tolerance from their specified locations.
18 d. Underground and overhead utilities, such as sewers, gas, water, telephone and
19 electric lines, shall be located horizontally within their prescribed areas or
20 easements. Within assigned azeas, these utilities should be sta.ked with an
21 accuracy producing no more than 0.1 ft tolerance from a specified location.
22 e. The accuracy required for the vertical location of utilities varies widely. Many
23 underground utilities require only a minimum cover and a tolerance of 0.1 ft.
24 should be maintained. Underground and overhead utilities on planned profile,
25 but not depending on gravity flow for performance, should not exceed 0.1 ft.
26 tolerance.
27 B. Surveying instruments sha11 be kept in close adjustrnent according to manufacturer's
28 specifications or in compliance to standards. The City reserves the right to request a
29 calibration report at any time and recommends regular maintenance schedule be
30 performed by a certified technician every 6 months.
31 1. Field measurements of angles and distances sha11 be done in such fashion as to
32 satisfy the closures and tolerances e�cpressed in Part 3.1.A.
33 2. Vertical locations shall be established from a pre-established benchmark and
34 checked by closing to a different bench mark on the same datum.
35 3. Construction survey field work shall conespond to the client's plans. Irregularities
36 or conflicts found sha11 be reported promptly to the City.
37 4. Revisions, corrections and other pertinent data shall be logged for future reference.
38
39 3.2 EXAMINATION [NOT USED]
40 3.3 PREPARATION [NOT USED]
41 3.4 APPLICATION
42 3.5 REPAIR / RESTORATION
43 A. If the Contractor's work damages or destroys one or more of the control
44 monuments/points set by the City or Developer's Project Representative, the monuments
45 shall be adequately referenced for expedient restoration.
CITY OF FORT WORTH Water, Sanitary Sewer, Paving, Drainage & Street Light Improvements to serve Crowley Stadium
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103113
Revised February 14, 2018
Q171 23-7
CONSTRUCTION STAKING AND SURVEY
Page 7 of 8
1 1. Notify City or Developer's Project Representative if any control data needs to be
2 restored or replaced due to damage caused during construction operations.
3 a. Contractor shall perfonn replacements a�id/or restorations.
4 b. The Ciry or Developer's Project Representative may require at any time a
5 survey "Field Check" of any monument or benchmarks that are set be verified
6 by the City surveyors or Developer's Project Representative before further
7 associated work can move forward.
8 3.6 RE-INSTALLATION [NOT USED]
9 3.7 FIELD [oR] SITE QUALITY CONTROL
10 A. It is the Contractor's responsibility to maintain all stakes and control data pla.ced by the
11 City or Developer's Project Representative in accordance with this Specification. This
12 includes easements and right of way, if noted on the plans.
13 B. Do not change or relocate stakes or control data without a}�proval from the City.
14 3.8 SYSTEM STARTUP
15 A. Survey Checks
16 1. The City reserves the right to perform a Survey Check at any time deemed
17 necessary.
18 2. Checks by City personnel or 3`d party contracted surveyor are not intended to
19 relieve the contractor of his/her responsibility for accuracy.
20
21 3.9 ADJUSTING [NOT USED]
22 3.10 CLEANING [NOT USED]
23 3.11 CLOSEOUT ACTIVITIES [NOT USED]
24 3.12 PROTECTION [NOT USED]
25 3.13 MAINTENANCE [NOT USED]
26 3.14 ATTACHMENTS [NOT USED]
27
END OF SECTION
28
Revision Log
DATE NAME SUMMARY OF CHANGE
8/31/2012 D. Johnson
dded instruction and modified measurement & payment under 1.2; added
8/31/2017 M. Owen definitions and referenees under 13; modified 1.6; added 1.7 closeout submittal
requirements; modified 1.9 Quality Assuranee; added PART 2— PRODUCTS ;
dded 3.1 Installers; added 3.5 Repair/Restoration; and added 3.8 System Startup,
emoved "blue texY'; revised measurement and payment sections for Construetion
2/14/2018 M Owen Staking and As-Built Survey; added reference to selection complianee with TGC
254; revised action and Closeout submittal re uirements; added acce table de th
CITY OF FORT WORTH Water, Sanitary Sewer, Paving, Drainage & Street Light Improvements to serve Crowley Stadium
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103113
Revised February 14, 2015
0171 23-8
CONSTRUCTION STAKING AND SURVEY
Page 8 of 8
ement criteria; revised list of items requiring as-built survey "during" and
construction; and revised acceptable digital survey file format
CITY OF FORT WORTH Water, Sanitary Sewer, Paving, Drainage & Street Light Improvements to serve Crowley Stadium
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103113
Revised February 14, 2018
0174 23-1
DAP CLEANING
Page 1 of 4
SECTION Ol 74 23
CLEANING
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
1. Intermediate and fmal 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 PROCEDURE5
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 ADMIIVISTRATIVE REQUIREMENTS
A. Scheduling
1. Schedule cleaning operations so that dust and other contaminants disturbed by
cleaning process will not fa11 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
l. Store cleaning products and cleaning wastes in containers specifically designed for
those materials.
CTTY OF FORT WORTH Water, Sanitary Sewer, Paving, Drainage 8c Street Lighting Lnprovements to serve Crowley Stadium
STANDARD CONSTRUCTION SPECIFICATION DOCLTMENTS — DEVELOPER AWARDED PROJECTS CPN 103113
Revised April 7, 2014
0174?3-2
DAP CLEANING
Page 2 of 4
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS
2.1 OWNER-FURNISHED [ox] 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 hazazdous 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.
CTTY OF FORT WORTH Water, Sanitary Sewer, Paving, Drainage & Street Lighting Improvements to serve Crowley Stadium
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103113
Revised Aprit 7, 2014
0174 23-3
DAP CLEANING
Page 3 of 4
6. Handle materials in a controlled manner with as few handlings as possible.
7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with
this project.
8. Remove a11 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 bum on-site.
B. Intermediate Cleaning during Construction
1. Keep Work areas clean so as not to hinder health, safety or convenience of
personnel in e�usting 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 �nish painting.
a. Continue vacuum cleaning on an as-needed basis, until Final Acceptance.
5. Prior to storm events, thoroughly clean site of a111oose or unsecured items, which
may become airbome 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 azeas 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 Water, Sanitary Sewer, Paving, Drainage & Street Lighting Improvements to serve Crowley Stadium
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVEIAPER AWARDED PROJECTS CPN 103113
Revised Apri17, 2014
017423-4
DAP CLEANING
Page 4 of 4
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
4r7/2014 M.Domenech Revised for DAP application
CTl'Y OF FORT WORTH Water, Sanitary Sewer, Paving, Drainage &c Street Lighting Improvements to serve C�owley Stadium
STANDARD CONSTRUCTION SPECIFICATION DOCLTMENTS — DEVELOPER AWARDED PROJECTS CPN 103113
Revised April 7, 2014
0177 19 -1
DAP CIASEOUT REQUII2EMENTS
Page 1 of 3
SECTION Ol 7719
CLOSEOUT REQUIREMENTS
PART1- 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 ADMI1vISTRATIVE REQUIREMENTS
A. Guarantees, Bonds and Affidavits
1. No application for final payment will be accepted until a11 guazantees, bonds,
certificates, licenses and af�idavits required for Work or equipment as specified aze
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 a11 required documentation to City's Project Representative.
CTI'Y OF FORT WORTH Water, Sanitary Sewer, Paving, Drainage & Street Li�ting Improvements to serve Crowley Stadium
STANDARD CONSTRUCTION SPECIFICA'TION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103113
Revised Apri17, 2014
01 77 19 - 2
DAP CIASEOUT REQUIItEMENTS
Page 2 of 3
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 Fina1 Inspection, submit:
l. Project Record Documents in accordance with Section Ol 78 39
2. Operation and Maintenance Data, if required, in accordance with Section O 1 78 23
B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section
O1 74 23.
C. FinalInspection
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 ofthe project.
4. Provide all special accessories required to place each item of equipment in full
operation. These special accessory items include, but aze 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 a11 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
CTTY OF FORT WORTH Water, Sanitary Sewer, Paving, Drainage & Street Ligttting Improvements to serve Crowley Stadium
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVEIAPER AWARDED PROJECTS CPN 103113
Revised April 7, 2014
01 77 19 - 3
DAP CIASEOUT REQUIREMENTS
Page 3 of 3
1. Once the City Project Representative finds the Work subsequent to Final Inspection
to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet).
E. Supporting Documentation
1. Coordinate with the City Project Representative to complete the following
additional forms:
a. Final Payment Request
b. Statement of Contract Time
c. Affidavit of Payment and Release of Liens
d. Consent of Surety to Final Payment
e. Pipe Report (if required)
£ Contractor's Evaluation of City
g. Performance Evaluation of Contractor
F. Letter of Fina1 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 Fina1 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 MDomenech Revised for DAP application
CITY OF FORT WORTH Water, Sanitary Sewer, Paving, Drainage & SUreet Lighting Improvements to serve Crowley Stadium
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103113
Revised April 7, 2014
oi�sa�-i
DAP OPERATION AND MAIN"I'ENANCE DATA
Page 1 of 5
SECTION Ol 78 23
OPERATION AND MAINTENANCE DATA
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
1. Product data and related information appropriate for City's maintenance and
operation of products furnished under Contract
2. Such products may include, but are not limited to:
a. Traff'ic Controllers
b. Irrigation Controllers (to be operated by the City)
c. Butterfly Valves
B. Deviations from this City of Fort Worth Standazd 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 ADMIIVISTRATIVE REQUIREMENTS
A. Schedule
1. Submit manuals in final form to the City within 30 calendar days of product
shipment to the project site.
1.5 SUBMITTALS
A. Submittals shall be in accordance with Section O1 33 00. All submittals shall be
approved by the City prior to delivery.
1.6 INFORMATIONAL SUBMITTALS
A. Submittal Form
1. Prepaze data in form of an instructiona.l manual for use by City personnel.
2. Format
a. Size: 8%z inches x 11 inches
b. Paper
1) 40 pound minimum, white, fortyped pages
2) Holes reinforced with plastic, cloth or metal
c. Text: Manufacturer's printed data, or neatly typewritten
CTI'Y OF FORT WORTH Water, Sanitary Sewer, Paving, Drainage & Street Lighting Improvements to serve Crowley Stadium
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103113
Revised April 7, 2014
oi�gz�_z
DAP OPERATION AND MAINTENANCE DATA
Page 2 of 5
d. Drawings
1) Provide reinforced punched binder tab, bind in with text
2) Reduce larger drawings and fold to size of text pages.
e. Provide fly-leaf for each separate product, or each piece of operating
equipment.
1) Provide typed description ofproduct, and major component parts of
equipment.
2) Provide indexed tabs.
£ Cover
1) Identify each volume with typed or printed title "OPERATING AND
MAINTENANCE 1NSTRUCTIONS".
2) List:
a) Title of Project
b) Identity of separate structure as applicable
c) Identity of general subject matter covered in the manual
3. Binders
a. Commercial quality 3-ring binders with durable and cleanable plastic covers
b. When multiple binders a.re used, correlate the data into related consistent
groupmgs.
4. If available, provide an electronic form of the O&M Manual.
B. Manual Content
Neatly typewritten table of contents for each volume, arranged in systematic order
a. Contractor, name of responsible principal, address and telephone number
b. A list of each product required to be included, indexed to content of the volume
c. List, with each product:
1) The name, address and telephone number of the subcontractor or installer
2) A list of each product required to be included, indexed to content of the
volume
3) Identify area of responsibility of each
4) Local source of supply for parts and replacement
d. Identify each product by product name and other identifying symbols as set
forth in Contract Documents.
2. Product Data
a. Include only those sheets which are pertinent to the specific product.
b. Annotate each sheet to:
1) Clearly identify specific product or part installed
2) Clearly identify data applicable to installation
3) Delete references to inapplicable information
3. Drawings
a. Supplement product data with drawings as necessary to clearly illustrate:
1) Relations of component parts of equipment and systems
2) Control and flow diagrams
b. Coordinate drawings with information in Project Record Documents to assure
correct illustration of completed installation.
c. Do not use Project Record Drawings as maintenance drawings.
4. Written teXt, as required to supplement product data for the particular installation:
a. Organize in consistent format under separate headings for different procedures.
b. Provide logical sequence of instructions of each procedure.
CTTY OF FORT WORTH Water, Sanitary Sewer, Paving, Drainage & Street Lighting Improvements to serve Crowley Stadium
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELAPER AWARDED PROJECTS CPN 103113
Revised April 7, 2014
017823-3
DAP OPERATION AND MAINT'ENANCE DATA
Page 3 of 5
5. Copy of each wamanty, bond and service contract issued
a. Provide information sheet for City personnel giving:
1) Proper procedures in event of failure
2) Instances which might affect validity of warranties or bonds
C. Manual for Materials and Finishes
l. Submit 5 copies of complete manual in final form.
Content, for architectural products, applied materials and finishes:
a. Manufacturer's data, giving full information on products
1) Catalog number, size, composition
2) Color and te�ure designations
3) Information required for reordering special manufactured products
b. Instructions for care and maintenance
1) Manufacturer's recommendation for types of cleaning agents and methods
2) Cautions aga.inst cleaning agents and methods which aze detrimental to
product
3) Recommended schedule for cleaning and maintenance
Content, for moisture protection and weather exposure products:
a. Manufacturer's data, giving full information on products
1) Applicable standards
2) Chemical composition
3) Details of installation
b. Instructions for inspection, maintenance and repair
D. Manual for Equipment and Systems
1. Submit 5 copies of complete manual in fmal form.
2. Content, for each unit of equipment and system, as appropriate:
a. Description of unit and component parts
1) Function, normal operating characteristics and limiting conditions
2) Performance curves, engineering data. and tests
3) Complete nomenclature and commercial number of replaceable parts
b. Operating procedures
1) Start-up, break-in, routine and normal operating instructions
2) Regulation, control, stopping, shut-down and emergency instructions
3) Surruner and winter operating instructions
4) Special operating instructions
c. Maintenance procedures
1) Routine operations
2) Guide to "trouble shooting"
3) Disassembly, repair and reassembly
4) Alignment, adjusting and checking
d. Servicing and lubrication schedule
1) List of lubricants required
e. Manufacturer's printed operating and maintenance instructions
f. Description of sequence of operation by control manufacturer
1) Predicted life of parts subject to wear
2) Items recommended to be stocked as spare parts
g. As installed control diagrams by controls manufacturer
h. Each contractor's coordination drawings
1) As installed color coded piping diagrams
CI'I'Y OF FORT WORTH Water, Sanitary Sewer, Paving, Drainage & Street Lighting Improvements to serve Crowley Stadium
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103113
Revised April 7, 2014
0178 23 - 4
DAP OPERATION AND MAINTENANCE DATA
Page 4 of 5
i. Charts of valve tag numbers, with location and function of each valve
j. List of original manufacturer's spare parts, manufacturer's current prices, and
recommended quantities to be maintained in storage
k. Other data as required under pertinent Sections of Specifications
3. Content, for each electric and electronic system, as appropriate:
a. Description of system and component parts
1) Function, normal operating characteristics, and limiting conditions
2) Performance curves, engineering data and tests
3) Complete nomenclature and commercial number of replaceable parts
b. Circuit directories of panelboards
1) Electrical service
2) Controls
3) Communications
c. As installed color coded wiring diagrams
d. Operating procedures
1) Routine and normal opera.ting instructions
2) Sequences required
3) Special operating instructions
e. Maintenance procedures
1) Routine operations
2) Guide to "trouble shooting"
3) Disassembly, repair and reassembly
4) Adjustment and checking
£ Manufacturer's printed operating and maintenance instructions
g. List of original manufacturer's spare parts, manufacturer's current prices, and
recommended quantities to be maintained in storage
h. Other data as required under pertinent Sections of Specifications
4. Prepare and include additional data when the need for such data becomes apparent
during instruction of City's personnel.
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A. Provide operation and maintenance data. by personnel with the following criteria:
1. Trained and experienced in maintenance and opera.tion of described products
2. Skilled as technical writer to the extent required to communicate essential data
3. Skilled as draftsman competent to prepare required drawings
CTfY OF FORT WORTH Water, Sanitary Sewer, Paving, Drainage & Street Lighring Improvements to serve C�owley Stadium
STANDARD CONSTRUCTION SPECIFICATION DOCLTMENTS — DEVELOPER AWARDED PROJECTS CPN 103113
Revised Apri17, 2014
oi�g�-s
DAP OPERATION AND MAINTENANCE DATA
Page 5 of S
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
8/31/2012 D. Johnson 1.S.A.1 — tifle of section removed
4!7/2014 M.Domenech Revised for DAP Application
CITY OF FORT WORTH Water, Sanitary Sewer, Paving, Drainage & Street Lighting Improvements to serve Crowley Stadium
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103113
Revised Apri17, 2014
0178 39 - 1
DAP PROJECT RECORD DOCUMENTS
Page 1 of 4
SECTION Ol 78 39
PROJECT RECORD DOCUMENTS
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
1. Work associated with the documenting the project and recording changes to project
documents, including:
a. Record Drawings
b. Water Meter Service Reports
c. Sanitary Sewer Service Reports
d. Large Water Meter Reports
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS
A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to
City's Project Representative.
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A. Accuracy of Records
1. Thoroughly coordinate changes within the Record Documents, making adequate
and proper entries on each page of Specifica.tions and each sheet of Drawings and
other pocuments where such entry is required to show the change properly.
2. Accuracy of records shall be such that future search for items shown in the Contract
Documents may rely reasonably on information obtained from the approved Project
Record Documents.
CTI'Y OF FORT WORTH Water, Sanitary Sewer, Paving, Drainage Bc Street Lighting Improvements to serve Ctowley Stadium
STANDARD CONSTRUCTION SPECIFICATION DOCLIMENTS — DEVELOPER AWARDED PROJECTS CPN 103113
Revised Apri17, 2014
01 78 39 - 2
DAP PROJECT RECORD DOCUMENTS
Page 2 of 4
3. To facilita.te accuracy of records, make entries within 24 hours after receipt of
information that the change has occurred.
4. Provide factual information regarding all aspects of the Work, both concealed and
visible, to enable future modification of the Work to proceed without lengthy and
expensive site measurement, investigation and examination.
1.10 STORAGE AND HANDLING
A. Storage and Handling Requirements
1. Maintain the job set of Record Documents completely protected from deterioration
and from loss and damage until completion of the Work and transfer of a11 recorded
data to the final Project Record Documents.
2. In the event of loss of recorded data, use means necessary to again secure the data
to the City's approval.
a. In such case, provide replacements to the standazds originally required by the
Contract Documents.
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS
2.1 OWNER-FURNISHED [ox] OWNER-SUPPLIED PRODUCTS [NOT USED]
2.2 RECORD DOCUMENTS
A. Job set
1. Promptly following receipt of the Notice to Proceed, secure from the City, at no
charge to the Contractor, 1 complete set of a11 Documents comprising the Contra,ct.
B. Final Record Documents
1. At a time nearing the completion of the Work and prior to Final Inspection, provide
the City 1 complete set of a11 Final Record Drawings in the Contract.
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 MAINTENANCE DOCUMENTS
A. Maintenance of Job Set
1. Immediately upon receipt of the j ob set, identify each of the Documents with the
title, "RECORD DOCUMENTS - JOB SET".
CTI'Y OF FORT WORTH Water, Sanitary Sewer, Paving, Drainage & Street Lighting Improvements to serve C�owley Stadium
STANDARD CONSTRUCTION SPECIFICATION DOCi7MENTS — DEVELOPER AWARDED PROJECTS CPN 103113
Revised April 7, 2014
O178 39-3
DAP PROJECT RECORD DOCUMENfS
Page 3 of 4
2. Preservation
a. Considering the Contract completion time, the probable number of occasions
upon which the job set must be taken out for new entries and for examination,
and the conditions under which these activities will be performed, devise a
suitable method for protecting the j ob set.
b. Do not use the job set for any purpose except entry of new data, and for review
by the City, until start of transfer of da#a to final Project Record Documents.
c. Maintain the job set at the site of work.
Coordination with Construction Survey
a. At a minimum clearly mark any deviations from Contract Documents
associated with installation of the infrastructure.
4. Making entries on Drawings
a. Record any deviations from Contract Documents.
b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the
change by graphic line and note as required.
c. Date a11 entries.
d. Call attention to the entry by a"cloud" drawn around the azea or areas affected.
e. In the event of overlapping changes, use different colors for the overlapping
changes.
i. Conversion of schematic layouts
a. In some cases on the Drawings, anangements of conduits, circuits, piping,
ducts, and similar items, are shown schematically and are not intended to
portray precise physicallayout.
1) Final physical arrangement is determined by the Contractor, subject to the
City's approval.
2) However, design of future modifications of the facility may require
accurate information as to the final physical layout of items which are
shown only schematically on the Drawings.
b. Show on the job set of Record Drawings, by dimension accurate to within 1
inch, the centerline of each run of items.
1) Final physical arrangement is determined by the Contractor, subject to the
City's approval.
2) Show, by symbol or note, the vertical location of the Item ("under slab", "in
ceiling plenum", "exposed", and the like).
3} Make all identification sufficiently descriptive that it may be related
reliably to the Specifications.
c. The City may waive the requirements for conversion of schematic layouts
where, in the City's judgment, conversion serves no useful purpose. However,
do not rely upon waivers being issued except as specifically issued in writing
by the City.
B. Final Project Record Documents
Transfer of data to Drawings
a. Carefully transfer change data shown on the job set of Record Drawings to the
conesponding final documents, coordinating the changes as required.
b. Clearly indicate at each affected detail and other Drawing a full description of
changes made during construction, and the actuallocation of items.
c. Ca11 attention to each entry by drawing a"cloud" around the area or areas
affected.
CITY OF FORT WORTH Water, Sanitary Sewer, Paving, Drainage & Sh-eet Lighting Improvements to serve Ctowley Stadium
STANDARD CONSTRUCTION SPECIFICATiON DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103113
Revised Apri17, 2014
0178 39-4
DAP PROJECT RECORD DOCUMENTS
Page 4 of 4
d. Make changes neatly, consistently and with the proper media to assure
longevity and clear reproduction.
2. Transfer of data to other pocuments
a. If the Documents, other than Drawings, have been kept clean during progress of
the Work, and if entries thereon have been orderly to the approval of the City,
the job set of those Documents, other than Drawings, will be accepted as final
Record Documents.
b. If any such Document is not so approved by the City, secure a new copy of that
Document from the City at the City's usual charge for reproduction and
handling, and cazefully transfer the change data. to the new copy to the approval
of the City.
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
4!7l2014 M.Domenech Revised for DAP Application
CITY OF FORT WORTH Water, Sanitary Sewer, Paving, Drainage & Street Lighting Improvements to serve Crowley Stadium
STANDARD CONSTRUCTION SPECIFICATION DOCL7MENT'S — DEVELOPER AWARDED PROJECTS CPN 103113
Revised Apri17, 2014
SECTION 34 41 2 0-
LED PILOT PR4GRAM
CFW LED Residential
100 - 150W Replacement
Specification
December 2013
city of Fort worth
Specification for Residential LED Roadway Luminaires
PART 1— GENERAL
1.1. REFERENCES
The publications listed below form a part of this specification to the extent referenced.
Publications are referenced within the text by their basic designation only. Versions listed shall
be superseded by updated versions as they become available.
A. American National Standards Institute (ANSI)
1. C136.2-2004 (or latest), American National Standard for Roadway and Area Lighting
Equipment—Luminaire Voltage Classification
2. C136.10-2010 (or latest), American National Standard for Roadway and Area Lighting
Equipment - Locking-Type Photocontrol Devices and Mating Receptacle Physical and
Electrical Interchangeability and Testing
3. C136.15-2011 (or latest), American National Standard for Roadway and Area Lighting
Equipment—Luminaire Field Identification
4. C136.22-2004 (R2009 or latest), American National Standard for Roadway and Area
Lighting Equipment— Internal Labeling of Luminaires
5. C136.25-2009 (or latest), American National Standard for Roadway and Area Lighting
Equipment — Ingress Protection (Resistance to Dust, Solid Objects and Moisture) for
Luminaire Enclosures
6. C136.31-2010 (or latest), American National Standard for Roadway Lighting Equipment —
Luminaire Vibration
7. C136.37-2011(or latest), American National Standard for Roadway and Area Lighting
Equipment - Solid State Light Sources Used in Roadway and Area Lighting
B. American Society for Testing and Materials International (ASTM)
1. 6117-09 (or latest), Standard Practice for Operating Salt Spray (Fog) Apparatus
2. D1654-OS (or latest), Standard Test Method for Evaluation of Painted or Coated
Specimens Subjected to Corrosive Environments
3. D523-08 (or latest), Standard Test Method for Specular Gloss
4. G154-06 (or latest), Standard Practice for Operating Fluorescent Light Apparatus for UV
Exposure of Nonmetallic Materials
C. Council of the European Union (EC)
1. RoHS Directive 2002/95/EC, on the restriction ofthe use of certain hazardous
substances in electrical and electronic equipment
D. Federal Trade Commission (FTC)
1. Green Guides, 16 CFR Part 260, Guides for the Use of Environmental Marketing Claims
E. Illuminating Engineering Society of North America (IESNA or IES)
1. DG-4-03 (or latest), Design Guide for Roadway Lighting Maintenance
2. HB-10-11(or latest), IES Lighting Handbook, 10th Edition
3. LM-50-99 (or latest), IESNA Guide for Photometric Measurement of Roadway Lighting
Installations
4. LM-61-06 (or latest), IESNA Approved Guide for ldentifying Operating Factors
Influencing Measured Vs. Predicted Performance for Installed Outdoor High Intensity
Discharge (HID) Luminaires
S. LM-79-08 (or latest), IESNA Approved Method for the Electrical and Photometric
Measurements of Solid-Sate Lighting Products
Adapted from the DOE MSSLC Model Specification for LED Roadway Luminaires, Version 1.0 P a g e � 1
city of Fort worth
Specification for Residential LED Roadway Luminaires
6. LM-80-08 (or latest), IESNA Approved Method for Measuring Lumen Maintenance of
LED Light Sources
7. RP-8-00 (or latest), ANSI / IESNA American National Standard Practice for Roadway
Lighting
8. RP-16-10 (or latestj, ANSI/IES Nomenclature and Definitions for Illuminating Engineering
9. TM-3-95 (or latest), A Discussion of Appendix E-"Classification of Luminaire Lighting
Distribution," from ANSI/IESNA RP-8-83
10. TM-15-11 (or latest), Luminaire Classification System for Outdoor Luminaires
11. TM-21-11(or latest), Projecting Long Term Lumen Maintenance of LED Light Sources
F. Institute of Electrical and Electronics Engineers (IEEE)
1. IEEE C62.41.2-2002 (or latest), IEEE Recommended Practice on Characterization of
Surges in Low-Voltage (1000 V and less) AC Power Circuits
2. AN51/IEEE C62.45-2002 (or latest), IEEE Recommended Practice on Surge Testing for
Equipment Connected to Low-Voltage (1000 V and Less) AC Power Circuits
G. National Electrical Manufacturers Association (NEMA)
1. ANSI/NEMA/ANSLG C78.377-2008 (or latest), American National Standard for the
Chromaticity of Solid State Lighting Products
H. National Fire Protection Association (NFPA)
1. 70 — National Electrical Code (NEC)
I. Underwriters Laboratories (UL)
1. 1449, Surge Protective Devices
2. 1598, Luminaires
8750, Light Emitting Diode (LED) Equipmentfor Use in Lighting Products
1.2. RELATED DOCUMENTS
A. Contract Drawings and conditions of Contract (including General Conditions, Addendum to the
General Conditions, Special Conditions, Division 01 Specifications Sections and all other Contract
Documents) apply to the work of this section.
a. See the separate Specification for Adaptive Control and Remote Monitoring of LED
Roadway Luminaires for additional driver performance and interface requirements.
1.3. DEFINITIONS
A. Lighting terminology used herein is defined in IES RP-16. See referenced documents for
additional definitions.
1. Exception: The term "driver" is used herein to broadly cover both drivers and power
supplies, where applicable.
2. Clarification: The term "LED light source(s)" is used herein per IES LM-80 to broadly
cover LED package(s), module(s), and array(s).
1.4. QUALITY ASSURANCE
A. Before approval and purchase, Owner may request luminaire sample(s) identical to product
configuration(s) submitted for inspection. Owner may request IES LM-79 testing of luminaire
sample(s) to verify performance is within manufacturer-reported tolerances.
Adapted from the DOE MSSLC Model Specification for LED Roadway Luminaires, Version 1.0 P a g e � 2
city of Fort worth
Specification for Residential LED Roadway Luminaires
B. After installation, Owner may perform IES LM-50 field measurements to verify performance
requirements outlined in Appendix A, giving consideration to measurement uncertainties
outlined in IES LM-61.
1.5. LIGHTING SYSTEM PERFORMANCE
A. Energy Conservation
1. Connected Load
a. Luminaires shall have maximum nominal luminaire input wattage as specified
for each luminaire type in Appendix A.
Lighting Controls
a. See separate controls specification identified in section 1.2 above, if applicable.
b. See section 2.1-B below for driver control interface and performance
requirements.
c. See section 2.1-K below for photocontrol receptacle requirements.
Photometric Requirements
Luminaires shall meet the general criteria provided in the body of this specification and
the particular criteria for each luminaire type defined in Appendix A.
1.6. REQUIRED SUBMITTALS FOR EACH LUMINAIRE TYPE DEFINED IN APPENDIX A
A. General submittal content shall include
1. Completed Appendix E submittal form
2. Luminaire cutsheets
3. Cutsheets for LED light sources
4. Cutsheets for LED driver(s)
a. If dimmable LED driver is specified, provide diagrams illustrating light output
and input power as a function of control signal.
5. Cutsheets for surge protection device, if applicable
6. Instructions for installation and maintenance
7. Summary of luminaire recycled content and recyclability per the FTC Green Guides,
expressed by percentage of luminaire weight
LM-79 luminaire photometric report(s) shall be produced by the test laboratory and include
1. Name of test laboratory
a. The test laboratory must hold National Voluntary Laboratory Accreditation
Program (NVLAP) accreditation for the IES LM-79 test procedure or must be
qualified, verified, and recognized through the U.S. Department of Energy's
CALiPER program. For more information, see
http://ts.nist.�ovlstandards/scopes/eelit.htm or
www.ssl.ener�y.�ov/test labs.html.
2. Report number
3. Date
4. Complete luminaire catalog number
a. Provide explanation if catalog number in test report(s) does not match catalog
number of luminaire submitted
Clarify whether discrepancy does not affect performance, e.g., in the
case of differing luminaire housing color.
Adapted from the DOE MSSLC Model Specification for LED Roadway Luminaires, Version 1.0 �= a; e � 3
city of Fort worth
Specification for Residential LED Roadway Luminaires
ii. If nominal performance of submitted and tested products difFer, submit
additional LM-79 report(s) and derivation as indicated in Appendix C.
5. Description of luminaire, LED light source(s), and LED driver(s}
6. Goniophotometry
C. Calculations and supporting test data per Appendix B indicating a lumen maintenance life of not
less than 36,000 operating hours
D. Computer-generated point-by-point photometric analysis of maintained photopic light levels as
per Appendix A
1. Calculations shall be for maintained values, i.e. Light Loss Factor (LLF) < 1.0, where LLF =
LLD x LDD x LATF, and
a. Lamp Lumen Depreciation (LLD)
i. Shall be 0.95.
ii. Shall be the percentage of initial output calculated in section 1.6-C.
b. Luminaire Dirt Depreciation (LDD) = 0.90, as per IES DG-4 for an enclosed and
gasketed roadway luminaire installed in an environment with less than 150
µg/m3 airborne particulate matter and cleaned every four years.
c. Luminaire Ambient Temperature Factor (LATF) = 1.00
2. Calculation/measurement points shall be per IES RP-8.
E. Summary of reliability testing performed for LED driver(s)
F. Written product warranty as per section 1.7 below
G. Safety certification and file number
1. Applicable testing bodies are determined by the US Occupational Safety Health
Administration (OSHA) as Nationally Recognized Testing Laboratories (NRTL) and
include: CSA (Canadian Standards Association), ETL (Edison Testing Laboratory), and UL
(Underwriters Laboratory).
H. Buy American documentation
1. Manufacturers (isted on the current NEMA Listing of Companies Offering Outdoor
Luminaires Manufactured in U.S.A. for Recovery Act Projects need only provide a copy
of the document.
2. Other manufacturers shall submit documentation as per the DOE Guidance on
Documenting Compliance with the Recovery Act Buy American Provisions
(http://wwwl.eere.ener�v.�ov/recoverv/buy american provision.html).
1.7. WARRANIY
A. Provide a minimum ten-year warranty covering maintained integrity and functionality of
1. Luminaire housing, wiring, and connections
2. LED light source(s)
a. Negligible light output from more than 10 percenf of the LED packages
constitutes luminaire failure.
3. LED driver(s)
B. Warranty period shall begin 90 days after date of invoice, or as negotiated by owner such as in
the case of an auditable asset management system.
PART 2 — PRODUCTS
2.1. LUMINAIRE REQUIREMENTS
Adapted from the DOE MSSLC Model Specification for LED Roadway Luminaires, Version 1.0 `s' ��� g; c: � 4
City of Fort Worth
Specification for Residential LED Roadway Luminaires
A. General Requirements
1. Luminaires shall be as specified for each type in Appendix A.
2. Luminaire shall have an external label per ANSI C136.15
3. Luminaire shall have an internal label per AN51 C136.22.
4. Luminaire to have internal label of manufactured date visible when drive compartment
opened.
5. Nominal luminaire input wattage shall account for nominal applied voltage and any
reduction in driver efficiency due to sub-optimal driver loading.
6. Luminaires shall start and operate in -20°C to +40°C ambient.
7. Electrically test fully assembled luminaires before shipment from factory.
8. Effective Projected Area (EPA) and weight of the luminaire shall not exceed the values
indicated in Appendix A.
9. Luminaires shall be designed for ease of component replacement and end-of-life
disassembly.
10. Luminaires shall have tool-less entry for access to driver compartment
11. Luminaires shall be a minimum of IP65 rated
12. Luminaires must be available in 4000 K and 3000 K options
13. Luminaires shall be rated for the ANSI C136.31 Vibration Level indicated in Appendix A.
14. LED light source(s) and driver(s) shall be RoHS compliant.
15. Transmissive optical components shall be applied in accordance with OEM design
guidelines to ensure suitability for the thermal/mechanical/chemical environment.
B. Driver
1. Rated case temperature shall be suitable for operation in the luminaire operating in the
ambient temperatures indicated in section 2.1-A above.
2. Shall have a drive current no higher than 700mA
3. Shall accept the voltage or vottage range indicated in Appendix A at 50/60 Hz, and shall
operate normally for input voltage fluctuations of plus or minus 10 percent.
4. Shall have a minimum Power Factor (PF) of 0.90 at full input power and across specified
voltage range.
5. Control signal interFace
a. Luminaire types indicated "Required" in Appendix A shall accept a control signal
as specified via separate controls specification referenced in section 1.2 above,
e.g., for dimming.
b. Luminaire types indicated "Not Required" in Appendix A need not accept a
control signal.
C. Electrical immunity
1. Luminaire shall meet the "Basic" requirements in Appendix D. Manufacturer shall
indicate on submittal form (Appendix E) whether failure of the electrical immunity
system can possibly result in disconnect of power to luminaire.
2. Luminaire shall meet the "Elevated" requirements in Appendix D. Manufacturer shall
indicate on submittal form (Appendix E) whether failure of the electrical immunity
system can possibfy result in disconnect of power to luminaire.
D. Electromagnetic interference
1. Shall have a maximum Total Harmonic Distortion (THD) of 20% at full input power and
across specified voltage range.
2. Shall comply with FCC 47 CFR part 15 non-consumer RFI/EMI standards.
Adapted from the DOE MSSLC Model Specification for LED Roadway Luminaires, Version 1.0 P a g e � 5
City of Fort Worth
Specification for Residential LED Roadway Luminaires
E. Electrical safety testing
1. Luminaire shall be listed for wet locations by an OSHA NRTL.
2. Luminaires shall have locality-appropriate governing mark and certification.
F. Painted or finished luminaire components exposed to the environment
1. Shall exceed a rating of six per ASTM D1654 after 1000hrs of testing per ASTM B117.
2. The coating shall exhibit no greater than 30% reduction of gloss per ASTM D523, after
500 hours of QUV testing at ASTM G154 Cycle 6.
G. Thermal management
1. Mechanical design of protruding external surfaces (heat sink fins) for shall facilitate
hose-down cleaning and discourage debris accumulation.
2. Liquids or other moving parts shall be clearly indicated in submittals, shall be consistent
with product testing, and shall be subject to review by Owner.
H. IES TM-15 limits for Backlight, Uplight, and Glare (BUG Ratings) shall be as specified for each
luminaire type in Appendix A.
1. Calculation of BUG Ratings shall be for initial (worst-case) values, i.e., Light Loss Factor
(LLF) = 1.0.
2. If luminaires are tilted upward for calculations in section 1.6-D, BUG Ratings shall be
calculated for the same angle(s) of tilt.
I. Minimum Color Rendering Index (CRI): 70.
J. Correlated Color Temperature (CCT)
1. If nominal CCT specified in Appendix A is listed in Table 1 below, measured CCT and Duv
shall be as listed in Table 1.
Table 1. Allowable CCT and Duv (adapted from NEMA C78.377)
Manufacturer-Rated Allowable LM-79 Chromaticity Values
Nominal CCT (K) Measured CCT (K) Measured Duv
2700 2580 to 2870 -0.006 to 0.006
3000 2870 to 3220 -0.006 to 0.006
3500 3220 to 3710 -0.006 to 0.006
4000 3710 to 4260 -0.005 to 0.007
4500 4260 to 4746 -0.005 to 0.007
5000 4745 to 5311 -0.004 to 0.008
5700 5310 to 6020 -0.004 to 0.008
6500 6020 to 7040 -0.003 to 0.009
2. If nominal CCT specified in Appendix A is not listed in Table 1, measured CCT and Duv
shall be as per the criteria for Flexible CCT defined in NEMA C78.377.
K. The following shall be in accordance with corresponding sections of ANSI C136.37
1. Wiring and grounding
a. All internal components shall be assembled and pre-wired using modular
electrical connections.
2. Mounting provisions
a. Specific configurations are indicated in Appendix A
3. Terminal blocks for incoming AC lines
4. Photocontrol receptacle
5. Latching and hinging
6. Ingress protection
Adapted from the DOE MSSLC Model Specification for LED Roadway Luminaires, Version 1.0 F a g e � 6
city of Fort worth
Specification for Residential LED Roadway Luminaires
2.2. PRODUCT MANUFACTURERS
A. Any manufacturer offering products that comply with the required product performance and
operation criteria may be considered.
2.3. MANUFACTURER SERVICES
A. Manufacturer or local sales representative shall provide installation and troubleshooting
support via telephone and/or email.
END OF SECTION
Adapted from the DOE MSSLC Model Specification for LED Roadway Luminaires, Version 1.0 F a g e � 7
City of Fort Worth
Specification for Residential LED Roadway Luminaires
APPENDIX A
MATERIAL SPECIFICATION
LUMINAIRE TYPE "A"
EXISTING LUMINAIRE TO BE REPLACED
(FOR REFERENCE ONLY)
BENCHMARK Lamp wattage and type 100 W HPS/ 150W
LUMINAIRE: MH
Initial downward luminaire output (lumens below horizontal) --
Light loss factor 0.80
LENS: ❑ Flat ("cutoff' style) Q Sag/drop
IESl FORWARD TYPE: ❑ I ❑ II [� III ❑ IV ❑ V O VS
IESl LATERAL TYPE: ❑ Very short ❑ Short E( Medium ❑ Long ❑ Very long
PERFORMANCE CRITERIA: LED LUMINAIRE
INPUT POWER: Max. nominal luminaire input power 105 W
NOMINAL CCT: Rated correlated color temperature 3000 K
PHOTOPICZ DOWNWARD Minimum maintained luminaire output below horizontal
LUMINAIRE OUTPUT:
CUTOFF CLASSIFICATION Full Cutoff Only
VOLTAGE: Nominal luminaire input voltage 120/208/240 V
FINISH: Luminaire housing finish color Gray
WEIGHT: Maximum luminaire weight 30 Ib
EPA: Maximum effective projected area 0.7 ftz
MOUNTING: Mtg. method ❑ Post-top Q Side-arm ❑ Trunnion/yoke ❑ Swivel-tenon
Tenon nominal pipe size (NPS) 1-1/4" to 2-3/8"
VIBRATION: ANSI test level Q Level 1(normal) ❑ Level 2(bridge/overpass)
DRIVER: Control signal interface L'�f Not required ❑ Required
Adapted from the DOE MSSLC Model Specification for LED Roadway Luminaires, Version 1.0 � a�; �� � 8
Appendix B
Estimating LED Lumen Maintenance
IES TM-21 allows for extrapolation of expected lumen maintenance from available test data. The extent
of such extrapolation is limited by the duration of testing completed and the number of samples used in
the testing. The TM-21 methodology shall be used by the manufacturer to determine lamp lumen
depreciation (LLD) at end of lumen maintenance life per section 1.6-C.
The applicant may estimate lumen maintenance in one of two ways:
Option 1: Comaonent Performance
Under this compliance path, the applicant must submit calculations per TM-21 predicting lumen
maintenance at the luminaire level using In Situ Temperature Measurement Testing (ISTMT) and
LM-80 data. To be eligible for the Component Performance option, ALL of the conditions below
must be met. If ANY of the conditions is not met, the component performance option may not
be used and the applicant must use Option 2 for compliance.
1. The LED light source(s) have been tested according to LM-80.
2. The LED drive current specified by the luminaire manufacturer is less than or equal to the
drive current specified in the LM-80 test report.
3. The LED light source(s) manufacturer prescribes/indicates a temperature measurement
point (Ts) on the light source(s).
4. The Ts is accessible to allow temporary attachment of a thermocouple for measurement of
in situ temperature. Access via a temporary hole in the housing, tightly resealed during
testing with putty or other flexible sealant is allowable.
5. For the hottest LED light source in the luminaire, the temperature measured at the TS
during ISTMT is less than or equal to the temperature specified in the LM-80 test report
for the corresponding drive current or higher, within the manufacturer's specified
operating current range.
a. The ISTMT laboratory must be approved by OSHA as a Nationally Recognized
Testing Lab (NRTL), must be qualified, verified, and recognized through DOE's
CALiPER program, or must be recognized through UL's Data Acceptance Program.
b. The ISTMT must be conducted with the luminaire installed in the appropriate
application as defined by ANSI/UL 1598 (hardwired luminaires), with bird-fouling
appropriately simulated (and documented by photograph) as determined by the
manufacturer.
Oqtion 2: Luminaire Performance
Under this compliance path, the applicant must submit TM-21 calculations based on LM-79
photometric test data for no less than three samples of the entire luminaire. Duration of
operation and interval between photometric tests shall conform to the TM-21 criteria for LED
light sources. For example, testing solely at 0 and 6000 hours of operation would not be
adequate for the purposes of extrapofation.
Between LM-79 tests, the luminaire test samples must be operated long-term in the appropriate
application as defined by ANSI/UL 1598 (hardwired luminaires). The test laboratory must hold
Adapted from the DOE MSSLC Model Specification for LED Roadway Luminaires E a g e � B-1
NVLAP accreditation for the LM-79 test procedure or must be qualified, verified, and recognized
through the U.S. Department of Energy (DOE)'s CALiPER program. The extent of allowable
extrapolation (either 5.5 or 6 times the test duration) depends on the total number of LED light
sources (no less than 10 and preferably more than 19) installed in the luminaire samples, as per
TM-21.
This compliance path poses a greater testing burden to luminaire manufacturers but
incorporates long-term testing of other components in the system, such as drivers.
Under either compliance path, values used for extrapolation shall be summarized per TM-21 Tables 1
and 2. Submitted values for lumen maintenance lifetime and the associated percentage lumen
maintenance shall be "reported" rather than "projected" as defined by TM-21. Supporting diagrams are
requested to facilitate interpretation by Owner.
Adapted from the DOE MSSLC Model Specification for LED Roadway Luminaires P 2� E � B-2
APPENDIX C
PRODUCT FAMIlY TESTING
LM-79 AND ISTMT
It is recognized that due to the time and cost required for product testing, it would not be realistic to
expect manufacturers offering a multitude of unique luminaire configurations to test every possible
configuration. Therefore, the "product famifies" method may be utilized for LM-79 and ISTMT, whereby
manufacturers identify a set of representative products for which test data can be used to demonstrate
the accuracy of interpolated or extrapolated performance of product configurations lacking test data.
Precedent for this approach can be found in LM-80.
If the particular luminaire configuration submitted has not been tested, the performance may be
conservatively represented by test data for another luminaire configuration having:
• The same intensity distribution (typically only applies to LM-79)
� The same or lower nominal CCT
• The same or higher nominal drive current
• The same or greater number of LED light source(s)
• The same or lower percentage driver loading and efficiency
• The same or smaller size luminaire housing.
A more accurate estimate of performance can be obtained by linear interpolation between two or more
tests differing in terms of the six parameters listed above. For example, consider a hypothetical
luminaire offered in a single size housing, and having the following parameters:
• Three intensitydistributions: IESType II, III, or IV
• Three CCTs: 4000, 5000, and 6000K
� Three drive currents: 350, 525, and 700 mA
� Four LED quantities: 20, 40, 60, or 80 LEDs.
Table C.1 illustrates a set of tests which could allow for accurate interpolation between tested
configurations, given a single luminaire housing size and essentially constant driver efficiency; these 10
tests may provide representative data for the 108 possible product configurations. Note that
normalized intensity distribution must not be affected by the other three parameters.
Table C.1. Representative testing of a single luminaire housing size
Tests Intensity distribution CCT Drive current # of LEDs
1, 2, 3 II, III, IV
4, 5 IV
6, 7 I V
8, 9, 10 I V
tK) (mA)
4000 700 80
)0, 6000 700 80
4000 325, 525 80
4000 700 20, 40, 60
For example, the manufacturer could detail interpolation as shown in Table C.2, applying the following
multipliers to the base test #2 to model a configuration with Type III intensity distribution, 5000K CCT,
525 mA drive current, and 40 LEDs:
• Ratio of test #4 lumens to test #3 lumens
• Ratio of test #7 lumens to test #3 lumens
• Ratio of test #9 lumens to test #3 lumens.
Adapted from the DOE MSSLC Model Specification for LED Roadway Luminaires ?� a�� � C-1
Table C.2. Multipliers for Test #2 to yield: Type III , 50001
Test # Intensity distribution CCT Drive current
(IES Type) (K) (mA)
2 III 4000 700
3 IV 4000 700
4 IV 5000 700
7 IV 4000 525
9 IV 4000 700
525mA, 40 LEDs
# of LEDs Multipiier
(lumens ratio
80 n/a
80 n/a
80 #4 / #3
80 #7 / #3
40 #9 / #3
Interpolation between minimal LM-79 and ISTMT data is more difficult if housing size increases with
increasing wattage; it may not be clear whether the lowest-wattage configuration would be expected to
"run cooler" than the highest-wattage configuration. In these circumstances, the adequacy of
submitted data is subject to Owner approval.
At this time, the "successor" method cannot be used; luminaires tested must utilize the LED light
source(s) characterized bythe submitted LM-80 report.
Adapted from the DOE MSSLC Model Specification for LED Roadway Luminaires !� a�; e: � G2
APPENDIX D
ELECTRICAL IMMUNITY
Test Procedure
• Electrical Immunity Tests 1, 2 and 3, as defined by their Test Specifications, shall be perFormed on an
entire powered and connected luminaire, including any control modules housed within the
luminaire, but excluding any control modules mounted externally, such as a NEMA socket connected
photo-control. A shorting cap should be placed across any such exterior connector.
• The luminaire shall be connected to an AC power source with a configuration appropriate for
nominal operation. The AC power source shall have a minimum available short-circuit current of
200A. The luminaire shall be tested at the nominal input voltage specified in Appendix A, or at the
highest input voltage in the input voltage range specified in Appendix A.
• Electrical Immunity test waveforms shall be superimposed on the input AC power line at a point
within 6 inches (15cm) of entry into the luminaire using appropriate high-voltage probes and a
series coupler/decoupler network (CDN) appropriate for each coupling mode, as defined by
ANSI/IEEE C62.45-2002. The test area for all tests shall be set up according to ANSI/IEEE C62.45-
2002, as appropriate.
• Prior to electrical immunity testing a set of diagnostic measurements shall be perFormed, and the
results recorded to note the pre-test function of the luminaire after it has reached thermal
equilibrium. These measurements should include at a minimum:
a) For all luminaires, Real Power, Input RMS Current, Power Factor and THD at full power/light
output
b) For luminaires specified as dimmable, Real Power, Input RMS Current, Power Factor and THD at
a minimum of 4 additional dimmed levels, including the rated minimum dimmed level
• Tests shall be applied in sequential order (Test 1, followed by Test 2, followed by Test 3). If a failure
occurs during Test 3, then Test 3 shall be re-applied to a secondary luminaire of identical
construction.
• Following the completion of Tests 1, 2, and 3, the same set of diagnostic measurements performed
pre-test should be repeated for all tested luminaires, and the results recorded to note the post-test
function of the luminaire(s).
• A luminaire must function normally and show no evidence of failure following the completion of
Test 1+ Test 2+ Test 3(for a single tested luminaire), or the completion of Test 1+ Test 2 on a
primary luminaire and Test 3 on a secondary luminaire. Abnormal behavior during testing is
acceptable.
• A luminaire failure will be deemed to have occurred if any of the following conditions exists
following the completion of testing:
a) A hard power reset is required to return to normal operation
b) A noticeable reduction in full light output (e.g. one or more LEDs fail to produce light, or become
unstable) is observed
c) Any of the post-test diagnostic measurements exceeds by ±5%the corresponding pre-test
diagnostic measurement.
d) The luminaire, or any component in the luminaire (including but not limited to an electrical
connector, a driver, a protection component or module) has ignited or shows evidence of
Adapted from the DOE MSSLC Model Specification for LED Roadway Luminaires ? a g e � D-1
melting or other heat-induced damage. Evidence of cracking, splitting, rupturing, or smoke
damage on any component is acceptable.
Test Specifications
NOTE: L1 is typically "HOT", L2 is typically "NEUTRAL" and PE = Protective Earth.
Test 1) Ring Wave: The luminaire shall be subjected to repetitive strikes of a"C Low Ring Wave" as
defined in IEEE C62.41.2-2002, Scenario 1, Location Category C. The test strikes shall be applied as
specified by Table D.1. Prior to testing, the ring wave generator shall be calibrated to simultaneously
meet BOTH the specified short circuit current peak and open circuit voltage peak MINIMUM
requirements. Note that this may require that the generator charging voltage be raised above the
specified level to obtain the specified current peak. Calibrated current probes/transformers designed for
measuring high-frequency currents shall be used to measure test waveform currents.
Test waveform current shapes and peaks for all strikes shall be compared to ensure uniformity
throughout each set (coupling mode + polarity/phase angle) of test strikes, and the average peak
current shall be calculated and recorded. If any individual peak current in a set exceeds by ±10% the
average, the test setup shall be checked, and the test strikes repeated.
Table D.1: 0.5 µS —100Hz Ring Wave Specification
Parameter Test Level/Configuration
Short Circuit Current Peak 0.5 kA
Open Circuit Voltage Peak 6 kV
Source Impedance 12 S2
Coupling Modes L1 to PE, L2 to PE, L1 to L2
Polarity and Phase Angle Positive at 90° and Negative at 270°
Test Strikes 5 for each Coupling Mode and Polarity/Phase Angle
combination
Time between Strikes 1 minute
Total Number of Strikes = 5 strikes x 4 coupling modes x 2 polarity/phase angles
= 40 total strikes
Test 2) Combination Wave: The luminaire shall be subjected to repetitive strikes of a"C High
Combination Wave" or «C Low Combination Wave", as defined in IEEE C62.41.2-2002, Scenario 1,
Location Category C. The test strikes shall be applied as specified by Table D.2. The "Low" test level shall
be used for luminaires with Basic Electrical Immunity requirements, while the "High" test level shall be
used for luminaires with Elevated Electrical Immunity requirements. Prior to testing, the combination
wave generator shall be calibrated to simultaneously meet BOTH the specified short circuit current peak
and open circuit voltage peak MINIMUM requirements. Note that this may require that the generator
charging voltage be raised above the specified level to obtain the specified current peak. Calibrated
current probes/transformers designed for measuring high-frequency currents shall be used to measure
test waveform currents.
Adapted from the DOE MSSLC Model Specification for LED Roadway Luminaires � a 5 e � D-2
Test waveform current shapes and peaks for all strikes shall be compared to ensure uniformity
throughout each set (coupling mode + polarity/phase angle) of test strikes, and the average pea k
current shall be calculated and recorded. If any individual peak current in a set exceeds by ±10% the
average, the test setup shall be checked, and the test strikes repeated.
Table D.2: 1.2/50µS — 8/20 µS Combination Wave Specification
Parameter Test Level/ Configuration
1.2/50 µ5 Open Circuit Voltage Peak Low: 6 kV High: 10kV
8/20 µS Short Circuit Current Peak Low: 3 kA High: lOkA
Source Impedance Z�
Coupling Modes L1 to PE, L2 to PE, L1 to L2
Polarity and Phase Angle Positive at 90° and Negative at 270°
Test Strikes 5 for each Coupling Mode and Polarity/Phase Angle
combination
Time Between Strikes 1 minute
Total Number of Strikes = 5 strikes x 4 coupling modes x 2 polarity/phase angles
= 40 total strikes
Test 3) Electrical Fast Transient (EFT): The luminaire shall be subjected to "Electrical Fast Transient
Bursts", as defined in IEEE C62.41.2 -2002. The test area shall be set up according to IEEE C62.45-2002.
The bursts shall be applied as specified by Table D.3. Direct coupling is required; the use of a coupling
clamp is not allowed.
Table D.3: Electrical Fast Transient (EFT) Specification
Parameter Test Level/ Configuration
Open Circuit Voltage Peak 3 kV
Burst Repetition Rate 2.5 kHz
Burst Duration 15 mS
Burst Period 300 mS
Coupling Modes Ll to PE, L2 to PE, L1 to L2
Polarity Positive and Negative
Test Duration 1 minute for each Coupling Mode and Polarity combination
Total Test Duration = 1 minute x 7 coupling modes x 2 polarities
= 14 minutes
Adapted from the DOE MSSLC Model Specification for LED Roadway Luminaires F' a g e � D-3
APPENDIX E
PRODUCT SUBMITTAL FORM
Luminaire Typel
Manufacturer
Model number
Housing finish color
Tenon nominal pipe size (inches)
Nominal luminaire weight (Ib)
Nominal luminaire EPA (ftz)
Nominal input voltage (V)
ANSI vibration test level Q Level 1(Normal) ❑ Levet 2(bridge/overpass)
Nominal BUG Ratings
Make/model of LED light source(s)
Make/model of LED driver(s)
Dimmability ❑ Dimmable Q Not dimmable
Control signal interface
Upon electrical immunity system failure ❑ Possibte disconnect ❑ No possible disconnect
Thermal management ❑ Moving parts Q No moving parts
Lumen maintenance testing duration (hr)
Reported lumen maintenance life (hr) z
Warranty period (yr)
Parameter Nominal value Tolerance (%)
Initial photopic output (Im)
Maintained photopic output (Im)
Lamp lumen depreciation
Initial input power (W)
Maintained input power (W)
Initial LED drive current (mA)
Maintained LED drive current (mA)
Drive current used
In-situ LED T� (°C)
CCT (K)
Additional product description
� See Appendix A, and attach supporting documentation as required.
2 Value shall be no less than as specified in section 1.6-C, and shall not exceed six times the testing
duration indicated in the row above. Value shall be consistent with values submitted in the rows below for
maintained light output, maintained input power, and maintained drive current.
Adapted from the DOE MSSLC Model Specification for LED Roadway Luminaires P� g e � E-1
APPENDIX
GC-4.02 Subsurface and Physical Conditions
i
� �
�
:j�
_ ,�
r f
,�
. 1 ,i !
�=� �. '� _
, � �.
�
Y � :t � r , —
. �µ'
_ '.1- ��� �� • .
�:Y 9 � � A. .l - ,s, .' . � . _':�y�..l,'Y�f .�.�.,�'ta �- !� .'F1
� y�j Ja. ,. �,` . v T N�" V. ^�^—�— i�����.a
aC �a,A y�, � �t '.' -
,� '� t � �� q �� � �
:;� , . �,-
#
�� �4 „e. t ,� : �. _
_ �'�
1 '
.""^4: ` � � '1tY`fd^ , , � �' h �.
�yN 1 ,
L:; ��� -,.:3+�..
5 7 , i � 1,
-.; � 2 �f � 4* � - .q .
�'. .i�' ��' � t 'f`� t `},�� � f i t.�l � _ .( � , :t���
� °' � � r-' b F" a•' rA� ��.. �f� � � -- . . �
t sy� � w -�j��, t,; y" =J ': ..;'� �
F aF; �3 '� ,•� r
fi , �:��•'
;�, : ,°,,, � � i .:;. . q�!��s.i :.,�.
, ���, i,�� � ` : : ;
,;.�`3��,�,'�"�` - 7� �.
� �4-��' ���� _ . +`�-_. 'a, a"""` �._: '� "'� j �.
��''`�.r:`r �' -^'�- � . �' '�li�
.
---- - �--- — ---- -
x _. , . .
� y
�. �'��, '� �
a ��� � '
',� ���n.��' ,� �
t. " ��
� ,. ., �-. ���,�i', �
_ ¢� ' � t�,r � ; �
�- r�:.��+
• � , � • • � � � ,
' • • • � ' � �
. • ' • ' • 1 � � 1 1 1 :
1 1
. .-.- .- .. �
�
Cro�vley Independent School Distrir.t
����
Very truly yours,
FUGItO USA LAND, INC.
TBPE Firm Registration No. F-299
Qalfas, Texas 75229Da1las, Texas 75229
+1 (972} 484 8301+1 (972) 484 8301
Crowley Independent School D�strict
51 Z Peach S�reefi
Crowley, Texas 76036
July 2, Z020
Attention: Mi�. Randy Reaves
�
GEOTECHNiCAL EN�tNEERfNG REPORT
CENTRAL DISTRICT FOOTBALL STADIUM
Ci�C�WLEY INDEPENDEN7 SCHOOL DlSTRlCT
F�RT WORTH, TFJf/�►S
Dear Mr. Reaves,
Fugro USA Land, Inc. (Fugro) is pleased to present this geotechnical engineering report for the above
referenced project. This study was performed in accordance with Fugro Proposal No. 04.40201028, dated
March 25, 2020 and Supplemental Proposal dated April 4, 2020. Our services were authorized by issuing
Purchase Orde►� No. 9502000069 dated 3/27/2020 and Purchase Order No. 9502000082 dated Apri) 28,
2020.
This report presents the results of our subsurface exploration, laboratory testing, geotechni�al
ei�gineering analyses, and recommendations for the proposed project.
We appreciate the opportunity to be of assistance on this project. Please contact us if you have any
questions.
}
-� �= _,� ;_�,:
.:;�'.: ., ,_ .,� �.
Sanjay 5hahji, P.E
Praject Manager
� w.w�t\�,� _
._ �--�� - ..
Segu I. Ifham, P.E.
Fk3�7�� kl31'1 L/"lIVIJ� �IV�.
2880 Virgo Lane
�/�'+c.p'�►�' a� ��`!!�����1
ir ✓ es`.�iYY�o`1 �� ��
60 �
s, �7��C a` 'C!8� B� c�q��,
•�o�civascttlit�;;F�ifFi�j�
3��� i, ����#�I�
' �sf6cf[syfpipf�',�S�flifdi
��¢Y �r'y'`+1'� , F� 1�a
�c�� ��'�� � .� e
"�s��, `.�, � .r���
Geotechnical Engineering Manager ��1�,� �,; � 1-i
Reviewed by Anwar,�llchtar, P.E.
�'���,�2�32�3
Crowley Independent School District
��C���°���i�' ������i�'
This report presents the results of a geotechnical engineering study perFormed for the planned Central
District Football Stadium in Fort Worth, Texas.
The subsurface conditions at the site were explored by drilling and sampling 53 soil borings and
laboratory testing of selected samples. The results of the study indicate the site is suitable for the planned
stadium.
Expansive soils are present at the site. The potential vertical movement (PVM) is estimated to be about 2
to 4 inches. Subgrade treatment will be required to reduce the soil movements. Structures resting directly
on soils will be subjected to movements due to volume changes of the underlying soils. The most
appropriate foundation system for the proposed additions would consist of straighi shaft drilled piers in
conjunction with a structurally suspended floor slab system.
Straight shaft drilled piers should be supported on gray limestone encountered at a depth of about 19 to
30 feet below existing grades at the time of our field exploration. Seismic Site Class C is considered
appropriate for the design of foundations. Grade beams and pier caps should be physically isolated from
the underlying soil surface by a void space of at least 10 inches and be structurally supported by the
drilled pier foundations.
Structural slab is recommended if floor slab movements are to be limited to 3/a inch. Carton void forms of
10-inch thickness are recommended for structural slabs. As an alternate to a structurally suspended floor
slab, a ground supported floor slab system could be considered, if greater movements can be
accommodated. For a ground supported floor slab option (assuming finished floor elevations to be at or
near existing grade), we recommend the subgrade conditions beneath the slab be improved to reduce
the PVM. The improvement should include excavation of 8 feet of onsite soils and replacement of the
lower 6 feet with moisture conditioned on-site soils. The upper 2-feet should be replaced by impor�ed
select fill.
We recommend that the artificial turf on football field be prepared on an improved subgrade. The
subgrade can be improved by moisture conditioning of on-site soils to reduce the magnitude of PVM and
capping it with a lime stabilized soil layer for firm support.
Portland cement concrete pavement is recommended for paving.
We include this executive summary to provide a very brief presentation of some of the key
recommendations of this report. It is by no means intended to be a comprehensive or stand-alone
representation of the findings of our study. The full text of the report and the attached appendices
contain important information which the reader should use to come to more informed conclusions about
the information presented herein.
Fugro Project No. 04.40201028 � Central District Football Stadium ��RD
Page i
Crowley Independent School District
Confients
Executive Summary
1. Introduction
1.1
1.2
2.
2.1
2.2
2.3
3.
3.1
3.2
3.3
�
3.5
3.6
3.7
�
3.9
Project Description
Scope of Service
SubsurFace Conditions
Geology
Stratigraphy
Groundwater
Engineering Analysis and Recommendations
Expansive Soils
Seismic Design Parameters
Straight Shaft Drilled Piers
3.3.1 Axial Load Design
3.3.2 Swell Pressure
3.3.3 Lateral Load
3.3.4 Construction
Floor Slab Systems
3.4.1 Suspended Floor Slabs
3.4.2 Ground Supported Floor Slabs
Grade Beams and Pier Caps
Flatwork Considerations
Retaining Walls
3.7.1 Shallow Footings - Design Parameters
3.7.2 Shallow Footings - Construction Considerations
3.7.3 Backfill Materials
3.7.4 Lateral Earth Pressure
3.7.5 Backfill5ettlement
3.7.6 Wall Drainage
Subgrade Impravement for Football Field
3.8.1 Moisture Conditioning
3.8.2 Lime Stabilization
Pavements
3.9.1 Subgrade Preparation
3.9.2 Pavement Sections
i
1
1
1
2
2
2
4
5
5
6
6
6
7
7
7
8
9
9
10
11
11
11
12
12
12
13
13
14
14
15
15
15
15
Fugro Project No. 04.40201028 � Central District Football Stadium ��R�
Page ii
Crowley Independent School District
3.10 Earthwork
3.10.1 Site Preparation
3.10.2 Subgrade Preparation
3.10.3 Fill Material Requirements
3.10.4 Placement and Compaction
3.10.5 Quality Control and Field Testing
3.11 Site Grading, Drainage, and Landscaping
4. Limitations
List of Plates
'� � ;�� � •
Appendix A — Site Plans
Appendix B — Field Exploration
Appendix C — Laboratory Testing
� � ''
Table 1: Depth to Bedrock
Table 2: Swell Potential
Table 3: Straight Shaft Drilled Pier Design Parameters
Table 4: Lpile Input Parameters for Soil
Table 5: Lpile Input Parameters for Rock
Table 6: Shallow Foundation Design Parameters
Table 7: Lateral Earth Pressure
Table 8: Depth of Improvement
Table 9: Concrete Pavement Section Thickness
Table 10: Fill Materials
Table 11: Compaction Criteria
Fugro Project No. 04.40201028 � Central District Football Stadium
Page iii
17
17
17
17
18
18
19
21
22
2
5
6
7
7
11
13
14
16
17
18
�GRO
Crowley Indepenctent School District
�a In�tr�ad��ti�r�
This report presents the results of a geotechnical engineering study performed for the planned
football stadium in Fort Worth, Texas.
1.1 Project Description
The project site is located across the street from David Walker Elementary School situated at
9901 Hemphill Street in Fort Worth, Texas. The project site is an undeveloped vacant land. The
general location of the site is shown on Plate 1, Vicinity Map, in Appendix A.
We understand this project will consist of the design and construction of a football stadium,
concession building, drives, and parking lots. We are not aware of the structural loads. For the
purpose of this project, we have assumed the maximum column load will be about 500 kips.
Topographic or grading plans are not available at the time of preparation of this report. Based
on the contour maps available at the North Central Texas Council of Governments
(www.dfwmaps.com), it appears that the site has a relief on the order of about 20 ft. Finished
floor elevations of the buildings are not available at the time of this study.
The proposed layout of the structures and approximate locations of the borings drilled for this
study are shown on Plates 2a through 2c included in Appendix A.
1.2 Scope of Service
The purpose of this study is to evaluate the subsurface conditions encountered in the borings at
selected locations within the development areas and to develop geotechnical recommendations
for the proposed project. Details of our field exploration program are provided in Appendix B.
Details of our laboratory testing are provided in Appendix C. This report addresses and provides
geotechnical recommendations for:
1. soil swell potential and remedial measures;
2. foundation design and construction;
3. floor slab design and construction;
4. IBC Seismic Site Class;
5. retaining wall design and construction;
6. pavement design and construction;
7. earthwork; and
8. site grading and drainage.
Fugro Project No. 04.40201028 � Central District Football Stadium ��RD
Page 1
Crowley Independent School District
�2., �����a�-���� ����a������
2.1 Geology
Review of surFace geology maps indicates the site is situated on the outcrop of the Grayson Marl
and Main Street Undivided Formation of Cretaceous Age.
The Grayson Marl is composed of light-greenish-gray to medium-gray marl and shale. This rock
forms grayish-yellow residual clays of high plasticity. Thin interbeds of limestone occur near the
top of the formation, often nodular and with slightly sandy or fossiliferous characteristics. The
thickness of the Grayson Marl ranges from 15 to 60 feet.
Main Street Limestone is composed of yellowish gray, light brown, grayish yellow, coarse
grained, well indurated limestone. The thickness of Main Street Limestone varies frorn about 10
to 20 feet. The Grayson Marl is not water bearing; however, water can often be found in tan
limestone of the Main Street formation.
2.2 Stratigraphy
Our interpretation of soil and groundwater conditions at the project site is based on the
information obtained at the boring locations only. Subsurface soil and rock encountered at the
project site are discussed below.
Native soils at the site consist of fat clay and lean clay. The consistency of the cohesive materials
varied across the site and with depth. The overburden soils were underlain by tan weathered
limestone in majority of borings followed by gray limestone. However, in some borings, the
overburden soils were directly underlain by gray limestone. A summary of depth to bedrock
encountered in the borings is provided below.
Table 1: Depth to Bedrock
_:. r '`... ' ._ ._ � 1.:": f ... .- .-.' . ': / _._ 1 . v ... � .. ,.
< Bdrtttg'Number (�! Depth fo Tan Limestone (ft.j +'� Dept� tcr �ray Limesione ��t:)
I
:.
.
. �
Fugro Project No. 04.4o201028 � Central District Football Stadium �GRO
Page 2
Crow�ey Independent School District
:. . .• e-. . . �•. . .
B-10 23 27.5
B-11 - 27
B-12 - 27
B-13 - 27
B-14 18 26
B-15 17 27
B-16 - 27.5
B-17 23 26.5
B-18 17 26
B-19 22.5 27
B-20 23 25
B-21 10 19
B-22 16 21.5
B-23 - 22
B-24 15 25
B-25 18 26
B-26 20 27
B-27 18 24
B-28 - 26
B-29 17.5 28
B-30 - 27.5
B-31 18 28
6-32 - 23
B -33 17 23
B-34 u 16 _ '_� 22
�_ �J
Note:
1. Depth is referenced from the grede existing at the time of our field exploration.
2. "-" indicates not encountered.
3. Gray limestone was not encountered in the borings performed for the fleld and paving areas.
The subsurface materials encountered in each of the borings are presented on Plates 3 through
55, Logs of Boring, in Appendix B. The stratification boundaries shown on the boring Iogs
represent the approximate locations of the changes in the soil and rock types; in situ, the
transition between material types may be gradual and indistinct. Terms and symbols used on the
boring Iogs are presented on Plates 56 and 57 of Appendix B.
Fugro Projed No. o4.402Q1028 � Central District Football Stadium �GRQ
Page 3
Crowley Independent School District
2.3 Groundwater
The borings were initially drilled using dry sampling techniques. This technique permits short-
term groundwater observations during drilling. Groundwater seepage was not observed in the
borings during or upon completion of drilling.
Although not observed during our field exploration, groundwater may be present at the time of
construction. It is not possible to predict the magnitude of subsurFace water fluctuations based
upon short-term observations. The groundwater flow quantities depend on local permeability,
seasonal rainfall conditions, and other factors. Future construction activities may also alter the
surface and subsurface drainage characteristics of this site. In our experience, groundwater is
often observed to fluctuate at shallow depths in the soils and weathered limestone during and
after periods of wet weather. If a noticeable change from the conditions is observed prior to
construction, we should be notified immediately to review its effect on the design
recommendations.
Fugro Projed No. 04.40201028 � Central Distrid Football Stadium ��RO
Page 4
Crowley Indepencfent 5chool District
3, Engineering Analysis and Recomrraendations
3.1 Expansive Soils
The near surface clay soils encountered in the borings exhibited plasticity indices ranging
between 13 and 52. Swell tests performed on selected clay samples indicated potential swell of
0.4 to 8.5 percent when permitted free access to water at the current (in-situ) moisture
conditions and under the approximate existing overburden pressure. Therefore, the on-site clay
soils can be considered as expansive soils.
Potential vertical movement (PVM) of the surficial clay soils was estimated using swell test results
and Texas Department of Transportation (TxDOT) Method Tex-124-E. Swell test results are based
on the in-situ maisture profile of the subsurface soils at the time of our field and laboratory
testing. TxDOT Method Tex-124-E is empirical and the estimate is based on index test results.
The PVM estimated using both methods is tabulated below.
Table 2: Swell Potential
moisture changes. The drier and the deeper (thicker) the expansive soil stratum, the higher PVM
will be. Considerably more movements greater than the estimation will occur in areas where
ponding of water is allowed to occur at the ground surface. For this reason, water should not be
allowed to pond adjacent to the buildings during or after construction.
For the purpose of the design of soil supported slabs and utility lines, a design PVM of 4 inches
can be considered if the subgrade is not improved.
The likelihoad and severity of PVM induced distress in buried utility lines are dependent upon
the type of pipes and joints. Ductility of pipes and flexibility of joints will determine how much
movement a pipeline can tolerate before exhibiting distress. Generally, soil movement up to 2
inches is considered acceptable for many types of utility lines. However, some utilities may have
stringent requirements. For each type of utility line, the supplier should be consulted for
allowable movement.
Fugro Project No. 04.40201028 � Central District Football Stadium �GRO
Page 5
The PVM will depend on the moisture content and depth to active soils within the zone of
Crowley Independent School Districi
3.2 Seismic Design Parameters
Based on the conditions encountered in the borings, and in accordance with Section 1613
Earthquake Loads of the 2015 International Building Code. (IBC), Seismic Site Class C is
recommended for this site. We also recommend a design spectral acceleration of 0.067g for
short period (SDs) and 0.054g for 1 second period (SD�).
3.3 Straight Shaft Drilled Piers
Based on the subsurface conditions encountered in the soil borings and anticipated column
loads, we recommend cast-in-place concrete straight sfiaft drilled piers be used for the support
of proposed structures. Design parameters and recommendations for straight shaft drilled piers
are discussed in the following sections.
3.3.1 Axial Load Design
The axial capacity of straight shaft drilled piers will be derived from a combination of end
bearing and skin friction. Recommendations for these design parameters are tabulated below.
Table 3: Straight Shaft Drilled Pier Design Parameters
. .. .
Bearing stratum Gray limestone
Minimum penetration 2 shaft diameters
Allowable end bearing capacity' 30,000 psf
Allowable skin friction in compressionz 3,500 psf
Allowable skin friction in tensionz3 3,000 psf
Minimum shaft diameter 18 inches
Center-to-Center Spacing Skin Friction
Greater than 3 shaft diameters 100�0
Reduction in skin friction due to closely spaced shafts
2 to 3 shaft diameters 75%
Less than 2 shaft diameters 50%
Estimated settlement� � up to �/z inch '
Note:
1. If the construction method involves underwater placement of concre4e, the allowable end bearing capacity should not
be included in the design.
2. The allowable skin friction should be applied to that portion of the drilled shaft in direct contact with unweathered rock
below any temporary or permanent casing (if used).
3. The allowable skin friction in tension can be utilized to resist the uplift forces in straight shaft drilled piers. The drilled
shafts should be reinforced with sufficient, full-depth, vertical reinforcing steel to resist potential tension forces.
4. Settlement will primarily be within the elastic range with a portion of settlement occurring during construction.
Fugro Project No. 04.40201028 � Central District Football Stadium �GRO
Page 6
Crowley Indepenctent School District
3.3.2 Swell Pressure
The drilled piers should also be designed to resist potential uplift forces due to swel ling of the
expansive clays in contact with the piers. This uplift force can be approximated by assuming an
uplift skin friction of 1,400 psf acting over a depth of 10 feet.
If the subgrade is improved as recommended in "Ground Supported Floor Slabs" section of the
report, then the swell pressure can be reduced ta 800 psf active over a depth of 10 feet.
The allowable skin friction in tension can be utilized to resist the uplift forces in straight shaft
drilled piers. The drilled shafts should be reinforced with sufficient, full-depth, vertical reinforcing
steel to resist potential tension forces.
3.3.3 Lateral Load
Based on the subsurface conditions encountered in the borings, parameters for lateral load
analysis are provided in the fallowing table for use in LPILE computer program, developed by
Ensoft, Inc.
Table 4: Lpile Input Parameters for Soil
3.3.4 Construction
The drilled piers should be installed in accordance with American Concrete Institute's "Standard
Specification for the Construction of Drilled Piers" (ACI 336). Axial capacity recommendations
provided in this report are based on proper construction procedures. The construction of drilled
piers should be observed by experienced geotechnical personnel to help assure compliance with
design assumptions. Observations should include:
1. identification of the bearing stratum;
2. installation depth with penetration into bearing stratum;
3. removal of all smear zvnes and cuttings;
Fugro Project No. 04.40201028 � Central District Football Stadium ��R�
Page 7
Note:
The resistance provided by the soils in the upper 5 feet should not be included in the analysis.
Table 5: Lpile Input Parameters for Rock
Crowley Independent School District
4. correct handling of groundwater seepage;
5. piers are within acceptable vertical tolerance; and
6. related items.
We recommend that the pier-drilling equipment be equipped with suitable rock drilling teeth
and the rig should have sufficient torque and weight to drill through the rock strata.
Groundwater seepage was not encountered in borings during drilling or upon completion of
drilling. However, it could be encountered during installation of the drilled shafts, particularly if
construction proceeds during or following a wet weather period. The seepage rates may require
the use of temporary casing for proper installation.
The excavation for the piers should be maintained in a dry condition. If water seepage is
observed, a temporary casing may be installed to a sufficient depth to ensure that an adequate
seal is obtained. Typically, a casing penetration of 1 to 2 feet into the rock will provide a
satisfactory seal. The casing inside diameter should be large enough to install a pier with the
design diameter. After the satisfactory installation of the temporary casing, the required
penetration into the bearing material may be excavated through the casing. Reinforcing steel
and concrete should be placed immediately after the excavation has been completed,
dewatered, cleaned and observed. Dewatering could consist of using a bailing bucket, pumping,
mixing the water with dry soil and removing, etc. Water and loose materials in the pier
excavations should be removed prior to concrete placement.
If temporary casing does not stop the water, underwater placement of concrete with a tremie
can be considered, provided the concrete properties are not impacted by mixing with water. In
such cases, the concrete at the top of pier should be expunged until good sound concrete is
observed.
For dry method, concrete should have a slump of 5 to 7 inches. However, for wet method
(underwater placement) concrete should have a slump of 7 to 9 inches. In wet construction
methods, concrete must be placed through a tremie.
A completed shaft excavation should not be allowed to remain open for more than 4 hours.
Concrete placed in an excavation in excess of 10 feet should be placed in such a manner (using a
tremie, centralizing chute, or by similar means) to prevent segregation of aggregates or to
prevent concrete from striking the reinforcing steel. Care should be taken to avoid creating an
oversized cap ("mushroom"), particularly near the ground surface. A"mushroom" at the top of
the drilled shaft could be lifted by heave of the expansive soils.
3.4 Floor Slab Systems
Potential vertical movement at the site is estimated to be about 2 to 4 inches. The likelihood
and severity of distress caused by PVM to the structural elements are difficult to predict.
Fugro Project No.04.40201028 � Central District Football Stadium �GRQ
Page B
Crowley Independent School District
If floor movements are to be limited to 3/a inch, a structural (suspended) floor system in
cvnjunction with drilled piers is regarded as the most positive approach to limit the potential for
post-construction movements. At the risk of experiencing some soil-related movements, a slab-
on-grade floor system can be considered as an alternate. For this alternative approach, the soils
must be improved beneath the building footprint to reduce the PVM to about 1 inch.
3.4.1 Suspended Floor Slabs
If floor slab movement is to be limited to less than 3/a inch, we recommend a suspended floor
slab system be constructed. Two methods are available for constructing a suspended floor slab
system:
1. cardboard carton forms to create a void; and,
2. raising the floor slab above the underlying soils with a crawl space.
Carton forms should be at least 10 inches thick. If these forms are used, care must be taken to
preserve their structural integrity and ability to create a consistent void. A rigid material layer
(such as masonite) should be placed directly on the forms to prevent puncture by personnel
during placement of concrete. This rigid layer would also help reduce the potential for concrete
to leak down between the cardboard forms. A qualified inspector should be present during
floor-slab concrete placement to assure the void is maintained.
If crawl space is utilized, we recommend that the floor slab be suspended at least 12 inches
above final subgrade elevations. If utility lines are suspended beneath the slab, the crawl space
clearance should be increased to a minimum of 2 feet to provide access to these lines. Future
movements of soil supported utility lines must be considered when designing connections,
especially where these lines approach or enter the stationary structure.
The subgrade beneath the crawl space must be graded to remave water from beneath the
structure. If gravity drainage cannot adequately remove the water from beneath the structure, it
may be necessary to direct the underfloor drainage ditches to a sump pump. Construction must
also contain sufficient ventilation to limit corrosion of the metal components.
3.4.2 Ground Supported Floor Slabs
Grading plans or finished floor elevations (FFE) of the buildings are not available at the time of
this study. The recommendations presented in this section should be reviewed when FFE of the
buildings become available.
If some post-construction movement of floor slab can be tolerated, consideration may be given
to support the floor slabs on grade. Assuming that FFE are at or near existing grade at the time
of our field exploration, to reduce the PVM to about 1 inch, we recommend improving the
subgrade soil by moisture conditioning, as discussed below.
Fugro Project No.04.40201028 � Central Distrid Football Stadium ��RQ
Page 9
Crowley Independent School District
We recommend excavation of the native soils to a depth of 8 feet below finished floor elevation
(FFE). The stockpiled excavated materials should be processed to remove any deleterious
materials, debris, organic materials, and rocks greater than 4 inches in size. Then the excavated
materials should be mixed with water and placed back in lifts not exceeding 8 inches in loose
thickness and compacted to the specification presented for moisture conditioned soils in
"Placement and Compact�on" section of the report. The backfill placement should be stopped at
least 2 foot below the bottom of floor slab elevation, and the upper 2 feet should be backfilled
with select fill material and compacted to the criteria presented in "Placement and Compaction"
section of the report.
Additional fill placed to raise the grades should also be moisture conditioned or consist of select
fill. If floor slabs are supported on soils with varying fill thicknesses differential settlernent should
be expected.
The ground modification process should be extended at least 5 feet outside the building lines,
and should include entrances, abutting sidewalks, and flatwork areas sensitive to movement.
However, select fill should not extend beyond the outside edge of ground-supported slab. Clay
should be used to backfill around and beyond the building perimeter in the upper 2 feet, thus
limiting the potential for infiltration of surface water.
Select fill should be kept in a moist condition until the floor slab is constructed. This could be
achieved by regularly sprinkling water during dry and windy days.
A vapor barrier of polyethylene sheeting or similar material should be placed between the floor
slab and the subgrade soils to retard moisture or vapor migration through the slab.
3.5 Grade Beams and Pier Caps
For a grade supported floor slab system, the grade beams and pier caps can be in contact with
the underlying prepared subgrade. However, it is recommended to design the grade beams to
span between the foundations. Subgrade preparation should comply with the recommendations
provided for the ground supported floor slabs.
For a structurally suspended slab system, the grade beams and pier caps should be physically
isolated from the underlying soil surface by a void space and be structurally supported by the
drilled pier foundations. A minimum void space of 10 inches should be provided beneath the
grade beams and pier caps (isolated structural elements). The purpose of the void is to provide
space for swelling of expansive subsurFace materials without resulting in structural distress to the
isolated structural elements. Structural cardboard carton forms are often used to provide this
void beneath isolated structural elements. Soil retainers (void form skirt) are further
recommended to minimize the potential for infilling of the void space over time after carton
forms deteriorate.
Fugro Projed No. 04.40201028 � Centrel Distrid Football Stadium �GRO
Page 10
Crowley Indepencfent School District
Excavation for the void boxes must remain dry. Our experience indicates that major distress in
grade beams will occur if the integrity of the void box is not maintained during constructian.
Therefore, cardboard void forms must have sufficient strength to support the weight of the
grade beam during construction. The cardboard void form supplier should be consulted to
confirm the applicability for the required purpose. Ideally, the supplier should be onsite during
installation of the void forms. Backfill material must not be allowed to enter the void area below
the grade beams, since this reduces the void space.
The exterior grade beams or foundation walls should be backfilled with a well-compacted, clay
cover with a minimum thickness of at least 2 feet to retard migration of surface water into any
drainage layer or into the void space. The backfill should be placed in loose lifts less than 8
inches thick and uniformly compacted to the specifications presented in "Placement and
Compaction" section of the report.
3.6 Flatwork Considerations
We recommend that all access and entryway slabs and areas af flatwork be constructed on a
subgrade prepared in accordance with the recommendations presented in "Ground Supported
F(oor5labs" section. Sidewalks should not be structurally tied to the buildings. To prevent
potential tripping hazards, the slabs in the improved ground area should be elevated noticeably
above the adjacent, relatively non-modified, ground-supported sidewalks and pavement slabs.
Differential upward movement of all ground-supported flatwork should be anticipated and
considered during final grading design.
3.7 Retaining Walls
Cut and fill may be required to establish the final grades. At the time of preparation of this
report, grading plans were not available, and we are not aware of the finished floor elevations of
the proposed stadium building. If retaining walls are required for the support of cut of fill, we
recommend cast-in-place concrete cantilever walls. If the walls are connected to the building,
we recommend the walls be supported on the same foundation type used for the building.
Stand-alone retaining walls that are independent of the stadium building may be supported on
shallow footings.
3.7.1 Shallow Footings - Design Parameters
Design parameters for shallow continuous footings are provided in the following table.
Fugro Project fVo. o4.40201028 � Central District Football Stadium �GRO
Page 11
Table 6: Shallow Foundation Design Parameters
Crowley Independent School District
3.72 Shallow Footings - Construction Considerations
Excavations for footing should be kept in a moist condition and protected from standing water
or desiccation. Loose and soft soils, pieces of rocks, and standing water in the base of the
excavation should be cleaned before placing concrete. Complete construction of a section of
wall footings, including excavation, placement of steel and concrete, and backfilling should be
completed in a reasonably contfnuous manner, preferably within 48 hours of excavation to
reduce drying of the foundation bearing material.
Backfilling of footings should be accomplished using onsite clay and as soon as possible to
reduce disturbance of foundation soils. Backfill should be compacted to the specifications
presented in "Placement and Compaction" section of the report.
Construction of footings should be inspected by a qualified geotechnical engineer or their
representative to verify the bearing materials and to perForm related observations and testing.
3.7.3 Backfill Materials
Free draining granular materials, select fill, or on-site soils could be considered as backfill for
retaining walls. Wall backfill materials should be placed in lifts and uniformly compacted to the
specifications presented in "Placement and Compaction" section of the report.
The wall backfill limits should extend outward at least 3 feet from the base of the wall and then
upward on a 1 H:2V slope. An impervious cover of well-compacted clay should be placed over
the free-draining granular backfill and select backfill.
3.7.4 Lateral Earth Pressure
The magnitude of laferal earth pressure against the walls is dependent on the type of backfill
and method of backfill placement, drainage provisions, ground slope, and the amount of
tolerable wall movement.
Typically, retaining walls are designed to allow some translational and rotational movements to
occur, sufficient to allow the active lateral earth pressures to develop. Lateral movements on the
order of 0.01 to 0.002 times the height of the wall are generally required to mobilize the active
Fugro Project No. 04.40201028 � Central District Football Stadium �,r,�RO
Page 12
Note:
1. The upper 1-foot of passive pressure should be neglected.
2. A minimum factor of safety of 1.5 is recommended against sliding failure.
Crowley Independent Schoal District
pressure. If the retaining walls are restrainecl, the wall will be subjected to the at-rest lateral earth
pressures, which are greater than the active lateral pressures. Recommended design lateral earth
pressures, expressed as equivalent fluid densities, are presented in the following table.
Table 7: Lateral Earth Pressure
Surcharge loads such as vehicular and equipment load should be included in the analysis if they
apply at the surFace within an area defined by an angle of 45 degrees extending up from the
base of the wall.
3.7.5 Backfill Settlement
Backfill placed behind the walls should be well compacted. Speciai care must be exercised to "tie
in" the backFill with adjacent undisturbed, firm, natural soils by providing 3 feet horizontal
benches into the firm natural soil during placement of each fill lift. All loose materials and "slope
wash" that may accumulate in the wall excavation during construction should be completely
removed prior to placement of the backfill materials.
Some post-construction settlement of the backfill surface should be anticipated. This is typically
on the order of 1 to 2 percent of the backfill height, even if satisfactory compaction of the
backfill materials is achieved. This will lead to potential differential settlement. Therefore, it is
recommended that special consideration be given to the design of any foundation elements,
floor slabs, and pavements that may extend over this backfill as a result of the potential for
differential settlements introduced by this condition.
3.7.6 Wall Drainage
We recommend that positive drainage be provided for the backfill materials so that hydrostatic
pressures are not allowed to deve�op behind the walls, or that the walls be designed to
withstand the equivalent fluid pressures with hydrostatic surcharge. The upper surFace of the wall
backfill should be sloped to provide for positive drainage away from the structure and reduce
the potential for infiltration of surface water into the backfill.
If select fill or on-site soil is used as backfill, then a vertical wall drain consisting of a composite
geosynthetic drainage medium is recommended for walls with a height greater than 4 feet. The
vertical drain should be located immediately behind the wall stem and extend from the level of
Fugro Project No. 04.40201028 � Central District Football Stadium ��(�0
Page 13
Note:
1. The above values assume drained conditions (no hydrostatic pressure) and level backfill.
2. The unit weight of backfill is assumed to be 125 pcf.
Crowley Independent School District
longitudinal drains, upward to not higher than 2 feet below the top of the wall. The vertical
drains should transport water to longitudina� drains and then to a storm water line. Composite
geosynthetic drainage systems are typically proprietary systems. They are available in different
sizes and with different flow rates. The manufacturer should be consulted for installation and
spacing guidelines.
If free-draining aggregate backfill is used, a vertical wall drain would not be necessary. However,
in this case, we recommend that a 2-foot thickness of well-compacted, impervious clay cover be
placed over the backfill surFace to reduce infiltration in areas that are not covered by pavement.
A geotextile filter fabric should be placed between the aggregate backfill and the clay cover
materials to minimize infiltration of fines into the backfill, and between the aggregate backfill
and the backslope of the native material. The granular backfill should transport water to
longitudinal drains and then to a storm water line.
For walls less than 4 feet in height, properly spaced weep holes will be adequate. If used, the
weep-holes should be protected from clogging. Provisions should be in place for periodic
cleanup of the weep-holes.
3.8 Subgrade Improvement for Football Field
We recommend the artificial turf for the football play area be installed on an improved subgrade.
The subgrade can be improved by moisture conditioning of the on-site soils to reduce the
magnitude of PVM and capping it with a lime stabilized soil layer for firm support.
3.8.1 Moisture Conditioning
Reduction in anticipated PVM can be achieved by moisture conditioning the on-site soils.
Recommended depths of moisture conditioning for different PVM are tabulated below.
Table 8: Depth of Improvement
subgrade soils in the football field should be excavated to a predetermined depth. The
excavation should be extended laterally at least 5 feet outside the artificial turf. The excavated
soil should be stockpiled, mixed with water, allowed to slake (mellow), and placed back in lifts
not exceeding 8 inches in loose thickness. The moisture conditioned soils should be compacted
to at least 95 percentage of its maximum standard Proctor dry density (ASTM D698) at a
maximum of 3.5 percentage points above the optimum moisture content. Field moisture-density
Fugro Project No. 04.40201028 � Central District Football Stadium �yRp
Page 14
The depth of moisture conditioning should be determined based on the allowable PVM. The
Crowley Independent School District
tests should be performed at every 2,500 square feet of compacted lift or fraction thereof to
ensure that the compaction control specifications are achieved.
3.8.2 Lime Stabilization
After placement and compaction of moisture conditioned soils, the top 12 inches of soil should
be lime stabilized. We recommend 8 percent hydrated lime (TxDOT Item 260), by dry weight for
treating the onsite clayey soils, based on our laboratory test results. Actual amount of lime
needed should be evaluated at the time of construction by lime-series tests on samples of the
moisture-conditioned soils. The lime should be thoroughly mixed and blended with the top 12
inches of the subgrade. Lime stabilization should extend to the excavation for the artificial turf
for uniform support. The lime stabilized soil should be compacted to at least 95% standard
Proctor density at or above the optimum moisture content.
3.9 Pavements
3.9.1 Subgrade Preparation
Pavement subgrade is expected to have clayey soils that can have variable support capacity with
variations in moisture content. A commonly used method to reduce the potential for strength
loss, to improve the strength, to provide a working platform, and to provide a uniform subgrade
is to treat the subgrade with cement or hydrated lime.
We recommend the subgrade soils beneath the pavement sections be lime stabilized to a depth
of at least 6 inches and compacted to the specifications presented in "P(acement and
Compaction" section of the report. Based on the boring logs, we estimate 8 percent hydrated
lime (TxDOT Item 260) by dry soil weight will be required for the treatment. The actual
percentage of lime should be verified during construction by sampling the subgrade soil and
testing to determine the optimum lime content.
3.92 Pavement Sections
We recommend Portland cement concrete pavement for this site. Specific axle loading and
traffic volume characteristics have not been provided at this time, but we assume that
automobile traffic will be predominant in the parking areas with fire lanes surrounding the site.
For heavy traffic areas, we have assumed 5 equivalent 18-kip axle loadings per day for a design
period of 20 years. The following Portland cement concrete pavement sections are
recommended for consideration at this site:
Fugro Projed No. 04.40201028 � Central District Football Stadium ��RO
Page 15
Crowley Indepenclent School District
Table 9: Concrete Pavement Section Thickness
.
Light Traffic (Automobile Parking Areas)
TxDOT Item 360, Portland cement concrete, over 5
TxDOT Item 260, lime treated subgrade 6
Medium Heavy Traffic (Drives) '�
TxDOT Item 360, Portland cement concrete, over 6
TxDOT Item 260, lime treated subgrade 6
Heavy Traffic (Bus Lanes, Dumpsters, Loading Docks, Fire Lanes, and Turning)
TxDOT Item 360, Portland cement concrete, over 7
TxDOT Item 260, lime treated subgrade 6
Note:
1. The thickness of PCC section for medium heavy and heavy traffic may be increased by one inch in lieu of lime treated
subgrede.
A sand-leveling course should not be permitted beneath pavements. Design of the concrete
pavements should specify a minimum 28-day concrete compressive strength of 3,600 psi. The
concrete should be placed within 1�h hours of batching. During hot weather, the concrete
placement should follow ACI 305 Hot Weather concreting guidelines. Consideration should be
given to limiting concrete placement to the time of day that will minimize large differences in the
ambient and concrete temperatures. Use of superplasticizers should be considered to improve
the concrete workability without increasing water-cement ratio. The pavement should be
reinforced, using at least No. 3 bars on a minimum grid spacing of 18 inches on center, each
way.
The concrete pavements should have adequately-spaced contraction joints to control shrinkage
cracking. Past experience indicates that reinforced concrete pavements with sealed contraction
joints on 12 to 15-foot spacing, cut to a depth of one-quarter to one-third of the pavement
thickness, have generally exhibited less uncontrolled post-construction cracking than pavements
with wider spacing. The contraction joint pattern should divide the pavement into panels that
are approximately square where the panel length should not exceed 25 percent more than the
panel width. Saw cut, post placement formed contraction joints should be saw cut as soon as
the concrete can support the saw cutting equipment and personnel and before shrinkage cracks
appear, on the order of 4 to 6 hours after concrete placement. Rubberized asphalt, silicone or
other suitable flexible sealant could be used to seal the joints. Isolation joints should be used
wherever the pavement will abut a structural element subject to a different magnitude of
movement, e.g., light poles, retaining walls, existing pavement, stairways, entryway piers, building
walls, or manholes.
Fugro Project No. 04.40201028 � Central District Football Stadium ��RO
Page 96 ,
Crowley Independent School District
3.10 Earthwork
3.10.1
3.10.2
3.10.3
The project involves excavation of on-site soils and placement and compaction of fil! materials.
Site Preparation
The site should be stripped of vegetation. Tree removal should also include root balis. In areas
where matured trees are present effort should be made to remove the root balls completely. The
dug-out root ball areas should be backfilled with onsite clayey soils.
Any existing underground utility lines should be completely removed or fully grouted to prevent
moisture intrusion.
Subgrade Preparation
Prior to placing any new fill, debris and similar unsuitable materials should be removed. After
any cutting operations, the exposed subgrade should be proofrolled with a loaded, tandem-axle
dump truck weighing a minimum of 25 tons or other heavy, narrow rubber-tired construction
vehicle to locate any zones that are soft or unstable. Proofrolling should consist of several
overlapping passes in mutually perpendicular directions over a given area. In areas where rutting
greater than 1 inch or pumping occurs during proofrolling, subgrade should be removed and
replaced with suitable fill, if it cannot be compacted in place. Proofrolling is not required where
structurally suspended floor slabs will be used.
Fill Material Requirements
Criteria for the selection of different types of fill are summarized below.
Ta61e 10: �ill Materials
i , - _.
On site soils should be free of rock fragments greater than 4 inches in size, organic matter,
On-site soils and other deleterious materials. Excessive large-sized clay clods should be avoided where
possible or conditioned as may be necessary.
Imported select fill should have a liquid limit less than 35 and plasticity index between 5 and
Select fill 15. The percentage of soil passing should be 100% for No. 4 sieve and between 35% and
55% for No. 200 sieve.
Free draining Free draining granular materials may include sand, crushed stone, or gravel. The backfill
granular should meet the requirements of ASTM C33 No. 57 or 67, Coarse Aggregate (equivalent to
backfill TxDOT Item 421 Grade 4 or 5). The material passing No. 40 sieve should be non-plastic.
Flexible base Flexible base material should meet the requirements of TxDOT Item 247 Grade 1 or 2.
material Crushed concrete or processed limestone meeting the gradation-requirements of flexible
base may also be used.
Fugro Project No. 04.40201028 � Central District Football Stadium �GRD
Page 17
Crowley Independent School DisYrict
3.10.4 Placement and Compaction
In general, all fill soils should be placed in consistent loose lift thickness and fully and uniformly
compacted. The moisture content of lifts at the time of compaction should be wet of optimum
moisture content as defined by the compaction curves. Each lift should be uniformly compacted
with the minimum number of passes required for full campaction (i.e. when no further
densification is achieved for subsequent compactor passes). Any moisture change rnust be
achieved before compaction.
All completed lifts should be protected or preserved by subsequent lift coverage placed as
quickly as practical. Completed lifts damaged by erosion, destructive disturbances during wet
conditions, etc. should be scarified and re-compacted. Any lifts or finished fills to be exposed to
weathering for longer than 5-day period should be covered and protected with sacrificial soil
layers or wet matting. Process control specifications for each fill are provided below.
Table 11: Compaction Criteria
3.10.5 Quality Control and Field Testing
Fill material index properties and compaction control curves required for process control must
be obtained upon each change in soil properties, soil colorortexture, and at minimum
frequencies recommended by the Geotechnical Engineer. For preliminary planning purposes,
minimum of one test per every 1,000 loose cubic yards can be estimated. Fill soil sampling
should be planned and coordinated to fit the construction production goals, and generally at
least two days in advance of the compaction of corresponding fill lifts.
Fugro Project No. 04.40201028 � Central District Football Stadium �GR�
Page 18
Note:
1. Maximum dry density (ydry-ma,), and optimum moisture content (m,�) should be determined from the results of standard
Proctor method (ASTM D 698).
2. Care should be exercised to avoid overstressing the wall by operating heavy compaction equipment too close to the
back of the wall. In general, only light compaction equipment, less than 2,000 pounds, should be allowed to operate
within 5 feet of the back of the wall.
Crowley Independent School District
The Design Geotechnical Engineer or their representative should perform field moisture-density
tests at appropriate frequencies on compacted lifts to ensure that the compaction cvntrol
specifications are achieved. Field testing volumes and frequencies will depend on confirmation of
other process controls and fill soil ranges and variations. Typically for mass fills, such tests would
be performed every 2,500 square feet of compacted lift or fraction thereof. For trench backfill
and small areas of filling, field moisture content and density testing should be performed for
every 200 cubic yards of backfill placed for each lift or for every 200 lineal feet of trench,
whichever represents the greater frequency of testing. The Geotechnical Engineer or their
representative should determine the acceptability of each compacted lift based on this regime of
field moisture content and density testing. Field density gauge probes must be deployed to
measure the average compaction properties of each lift.
3.11 Site Grading, Drainage, and Landscaping
Cut and fill slopes should be gentle and preferably should not exceed about 4-horizontal to 1-
vertical (4H:1� in the overburden soil.
Excess water ponding on and beside football field can cause unacceptable heave. To reduce this
potential heave, good surface drainage should be established. We recommend the exterior
ground surface around the football field and stadium building should be sloped at a 5 percent
grade for a distance of at least 10 feet to provide for positive surFace drainage away from the
field and stadium building. Excess water ponding on and beside slab-on-ground foundations, or
similar structures can cause unacceptable heave of these elements.
Roof drainage should be transmitted by pipe to a storm drainage system or to a paved surFace
where the water can drain away without entering the foundation soils beneath the stadium
building. A system of gutters and downspouts is recommended, with discharge at points at least
5 feet away from the perimeter of the foundation slab.
Backfill for utility lines or along the perimeter grade beams should consist of well-compacted,
impermeable, on-site clays to minimize the potential for localized infiltration of surface water.
The bottom of the trench excavation should slope away from the structure. If the backfill is too
dense or too dry, swelling may form a mound over the backfilled utility line. If the backfill is too
loose or too wet, settlement may form a low area along the line. Either case is undesirable since
several inches of movement is possible and excessive movement or cracking of soil-supported
flatwork are likely to result. The soils should be processed and moisture conditioned using the
previously discussed compaction criteria. Where the utility tines pass beneath pavements, the
top 6 inches should be prepared and compacted similarly to the remainder of the subgrade. It is
also recommended that the utility ditches be visually inspected during the excavation process to
help ensure that undesirable fill that was not detected by the test borings does not exist at the
site. This office should be notified immediately if any such fill is detected.
Fugro Project No. 04.40201028 � Central District Football Stadium ��RD
Page 19
Crowley Independent School District
Excess water ponding on and beside slabs and pavements can cause unacceptable heave of
these slabs. To reduce this potential heave, good surFace drainage should be established in all
building and flafinrork areas. Lawn irrigation systems should be designed and operated to
minimize saturation of soil adjacent to structures. Sprinkler mains should not be placed next to
the building.
Trees will remove water from the soil and, as a result, can cause the soil to shrink. Therefore,
trees should either:
1. not be planted closer than the mature tree height from the building (if ground-supported
slab is used) or pavement edge; or
2. have a controlled irrigation system; or
3. be planted in containers.
Bedding soils for plants may collect and direct water underneath the building. Care should be
taken to insure that water entering the bedding soils drains away from the building. If positive
drainage cannot be achieved, the use of an impermeable, synthetic geo-membrane moisture
barrier should be considered to reduce the risk of free water migration. An 18-inch deep vertical
moisture barrier along the flatwork edge fronting landscaped areas may be desirable to help
prevent irrigation water from having ready access to the soils beneath the flatwork. Special
attention should be given to provide good drainage from plantings inside any building
courtyards and planter boxes.
The completed landscaping should be carefully inspected to verify that plantings properly drain.
Soil in plantings may settle, which will tend to pond water, or plantings may block entrances to
surface drains. Therefore, maintaining positive drainage from landscape irrigation will be an
ongoing concern.
Fugro Project No.04.40201028 � Central District Football Stadium ��R�
Page 20
Crowley Independent School Districf
�A �.IC111���IA�1S
Since some variation was found in subsurface conditions at the specific boring locations for this
study, all readers should be aware thai a greater variation could occur between the boring
locations. Statements in the report as to subsurface variations acrass the site are intended only
as estimations from the data obtained at specific boring locations.
Additionally, Fugro's scope of services does not include the investigation, detection, or
recommendations related to the presence of any biological pollutants. The term "biological
pollutants" includes, but is not limited to, mold, fungi, spores, bacteria, and viruses, and the by-
products of any such biological organisms.
In preparation of this report, we have strived to perform our services in a manner consistent with
that level of care and skill ordinarily exercised by other members of our profession currently
practicing in the same Iocality under similar conditions. No other representation, expressed or
implied, and no warranty or guarantee is included or intended in this report, any addendum
report, opinion, document, or other instrument of service.
The results, conclusions, and recommendations contained in this report are directed at, and
intended to be utilized within, the scope of services contained in the agreement executed by
Fugro and client. This report is not intended for any other purposes. Fugro makes no claim or
representation concerning any activity or condition falling outside the specified purposes to
which this report is directed, said purposes being specifically limited to the scope of services as
defined in our agreement. fnquiries as to our scope of services or concerning any activity or
condition not specifically contained therein should be directed to Fugro for evaluation and, if
necessary, further investigation.
Boring and laboratory data presented were developed solely for the preparation of this report.
We are not responsible for interpretation or use of these data for purposes beyond the stated
scope of this report.
Subsurface conditions different than those found at our boring locations may be present
because of, among other factors, soil moisture variations, fill placement, and naturally occurring
variations in soil properties, and elevation of the top of the rock.
Fugro Project No. 04.40201028 � Central District Football Stadiurn ��R�
Page 21
Crowley Independent Schooi Disirict
�
List of Plates
���tie
Appendix A — Site Plans
Vicinity Map
Site and Boring Location Plans
Appendix B — Field Exploration
Boring Logs
Key to Terms and Symbol Used on Boring Logs
Appendix C — Laboratory Testing
Summary of Laboratory Test Results
Fugro Project No. 04.40Z01028 � Central District Football Stadium
Page 22
Plate t�lo.
2a through 2c
3 through 55
56 and 57
58 through 60
�GRQ
Crowley Indepencient School Districi
Appendix A - Site Plans
Fugro Project No. 04.4020T028 � CROWLEY INDEPENDENT SCHOOL DISTRICT FOOTBALL STADIUM �GR�
. '
r� ` r;� �
� ��t,?�
R
•^ �ty �, �.
.. i..D.'r �
c- � +M ` �*T'�, .�: �w.�. � ` `.
i
+ ���• .�, ,'���}t
";y�: � '"� �, ` r , .
;f►, � p,� w ; 'L s 'r
. � ,t
('��_ ,�{':','� � .'i ,�y ��::
.�� � _. .
� '� � _ � M
�� ,
a �
� ��; �'� �
� y `` �s �;�fi r . 1�` ,�71
w
a�. � w.�i.* ������,
�_ �, .:
� ?��"„" ,': ., w_�,
%t�� 4 . . � .:..4� . .
'�"'' � ', �l. iY ' _ .. ,�' �..
�,
-- �� �
� � _
I "-' '�Fn' ' �' -
i ;" S ' ;
�
� �
y ,
y �.y
� 54.'^,. . 3'
` � - � y,
* 's
i '$a
� � ?."
� :`
� `,
. �- . - - , -- . - .: . - � e � .
.. y , `'i�i�; �18�; � � ; r,�:mtm�rmnr�tmrn?�n�Qn���r:rnrr�t�rnr,�m;n�r ` � (� ... " ' �'
�s i_: �; � � J; i: ;,�',, l, !�+ ,_]�li�l��4'`` �.�I{i�����tliitfliNH�NI1 � i+.�iil�i;t�l#�E+{�E}�,'� ,; T - -�.
;,. � ;n�,t ryr�rtrrnr�;��� J!}iS�fi7�Jf�.ii.�#ifi'1i����ii�ii�{�~�.��}i?�li.`���»{�ii�� � "." .
. �"�%�', , jif�lll�L�(il�"1 ��'411SiliIS;IL'lill!i1lliL'fl"} t�fl1t101fi1KttUttlllJtl!'� if7(iHlti[Il:iiH4tlf;lj i
, ._...�_ � i ._____..�._.__..._�� � -- — ` ---- � i
=�-t � :____� :,�... 3..�.�:;_, � -
� , �'�;. �_a�:l�iti�Inilit: ,; - - - - - - -'�- � _ _ _ -. . ---- (Jirti(i:i�ir;��i +�. , i
� ~ � � :'rli�l?#i!l;iNl?�� ; � � �3i�f{f4�±�!l�ii►��' � a
i' cot�.����s� .;.� r�,-.� ccva���r�� � t�
j i�:�rt tl ' , c. } . � 1 j (l:'�innu�4Fi�; � ;� _
t?N(��e-�:�� �_� .�� �._� �,�' 163� f 1
� �:��f►�,,�t�:<<,�;r�. �� --,��, « E►�lA �. � -•��-
; � , � � g_� t�� +
�>!f!lill,'ti►���'•r F ; :B J���.���� � �3�? "� .'}hi3i�11�1�}fl�z j`: , i�b�
, : � �-2�-;s�:,�Gsi+9a� � � > � +
� ' y � � - 1Sftt111iHt!ti!� � � � ' � ' (Tl�ilfill!itlf�"j � ,
*�"x r,R � '�k,` ' # �,�r -� ^ _.._.. .. .. yj r'cr�� 'a .' i'�,�i-- �_ i�',•e1�� ��'s.�'``'�: �'�'� 8: .:: jr� - � � �
� 1
:'at' �:�� t� �. ; �J �I�I�c -- � , �i 1�11!tlfit+i�..�i 'f� !� .. � :
' y,
��r� 3��± , �� ,�
' l -.� � �.: h � 1 „ � � I 171/ �'��'
� ,��' ��k= ��,� � �l�Ih{iiflihli{�� � t�,��, ' " � �,�; �`— _ .�.� ,-�1'�.g'lfilC;l , �,. . ..,,�,�.
�ii�19..�if����_���'w�,�'�-; t�b� �r`-- � �tQ�tl; r i i` "' '' ' -�'!e�
,i � ; _� �^ S: r^`f ���P��: / �,w,:�.�..�, ,
t1�f�,�nar,ii�1�(.J�"� yd= � B`20 r
� a ��
���ill�if�llliij(i : } � cn,g=9� B-12 e �.�' ; ��}N}iFi#t,� : y��� � �.� -4;.
B5,,� � : ,��. ,
`�iN{C!ilif►�ti't�?� B-�,,�ti ,'t71}!Illi� ` ��� � � "`;` ' "�- -
nu��iiu�nri�irJ�; B.-'�Q� � 13 - �Irt�Ei�� ;? t. r"�-��t : z
-�l- ^ _ - A :- k-r-- _� l . �' a . .!�' ��,Y, .
'L � � i ~�=� 7 -`- � 1 � C.? u � L-, i ' _t � �...i % C= ! ^ � -� � '�+, � �'
'"��� ` _ �j��=. � � � ��- � � � �+j"' E� '' ���t � ;�
�r�T� � � `\ ^� ^ i ; � ^ � � ' _ _ � � �. T F ^ , �' ��,[����;. ��y�
���. � —1 _ _ ._ _' `,A7_. �.
9 0 � ��; j � i = � 28� ' , _ 322 � � 1 "� � �� � � �_� � �,� �,
�:� j = ,={ i _ _ __ � _ -- � � �3 .�� `�` 4 y` ��
�� �I .��i'i, � - J ^.�' "'t=: t V�� +�.' «y �,,��� � ;_.
I � = � = � i - -- - { - � �?_ �- i � b v, '��'� �r * e r;
_ ...- -� I^' r'=-` � r"• ! f� ,'i
-i �C
1 �.,.
r r ... ,r. ��.r��' . .
.. . . : K.r;.
... , r --, - . w . .
,`_ _ _
, I � � � � � « �`I I : ��_� ('�'1 --' ..� F { "V w. • ( � !.'. y ��.
� :�� �— '7i,.:���..�' ;"� $• �,* �r ,+�� P'.
ati° �' l. . - �.,..�..-• a . �,c.
.. �, . T -+- — • , i `_�'� `�' -
�
.Y
;J
� � � �
y ' l
+�,
. �N,,.. . .� �
� ,
�3: . �n'� .r� _
9,� i. �� �., i t � � � � : w �4;� � � ;:irl.. .
y "� 3�. iA. �.
'�/,,..-�' J �,.i f � ., c ��1."� ,� ��°�s �'h��' ��A
P'
X 1 -i. � h'' '
-',� � �F y, Y
�---- �a.��� � � ��� �� �Y�
;, . .�, _ � ��.,�,� .i
N
�-�end Feet
�i- Approximate Boring Locations (Stadium) o �so soo soo
Crowley Independent School District Football Stadium SITE AND BORING PLAN
��r�p Fort Worth, Texas
Source: Drawn By: Date: ProJect No.:
Street map: ESRI ArcGIS Online, 2019 SG April 17, 2020 04.40201028 PLATE 2a
�«f: i
m�.►] , ��� ; .
� "',�,� .',�
< ;i
d • ,� � '�A';A
i' � . �
* �L ' h•�. .�,^�
� �.�.,� £ � ��
� �;L�'� �r }� •+r �'11` �� .t , 'a��t
U � � r 4 .
1�i�K� � ��e y��. - "
: i ^ d�n'�3.. � .' � �2
� � 6� �
. � ' :�F e 9+,.£
;�- , t
,•a ' r�. . A: 7
. , , "4 ' , " . ,' .L.
:t �; - ,
, �, ,v " S'e
X � r � .. '� 4. R
�'s�a - ^ , ��=
a �.y� � � :�. . �s. � � �t� y.'
�� ` �T' , a � ._-J.
�l'+�� . _ .,; tu .
i '� i.�. �, � x . `� +; t n 8�,, e ti � fi°dq"'r ' „y � - � {-
P�' �• � ` "_ � ,� �5�� ,;{< -�", � r { � -'S� �r�r ; �
,.
*�� '��'' `4��f� '�,,� .X��,,�r �v� t\ � w 4��;
� . � ��,.'� ; � �'!��'�,�- �
��,} �('�.F'+'�r�.�C1 ;..` ) .� '`� ..�'L�n». �..���`�.��-T�f:`� � ``3w. �° _i. �..;'�,_. :�.,. �
�� �� y� � � � -' irC+`. ��� �,. `r _ •
S �
s
>•. �
�: �'� � :>
�x*� �s,i�� r
�` �
c ` ��r� #. t���
e. __ < •� � i;,sl� r � .�-"'�`" \ � �\ � •
���n� ��. �e` ��:�i�. ..Z� r f � - \:;. �,�. _
�.�a •.. . �s. t_
�
K C.
��^ ' _
v, . � - ��,�'.
� � y . •����
t: k
wr�r
�
� ' .; r
•_;s �:
�**
�
1 �
; , ;-;
.��
�i�6:;
:� x�:�
-� � ,.
". . �o�?ier
, ,�,i, , ! .:F-.��.� .11�1`il��
� �?Rfll;li��iii;•�(, ; � ; :���'� rx ,, ' � t. , �fiii!lrN,(� � ' ..
` � � � t�;:,.���'� 5� � � 7 i'
l[iH(I:IR:!11!�; i �r ` � �'' - � Tilll?!E{I'.Stl�'t� � �E_
____..._ � ,,.� B-3b,»�. ,� ._.._._1' �f..__- �
_ � -rr,-#.�.
_ .._. : a_ ' , _ r , � r_= .T._� "�.
varii� i�� ,:niJ � r �L. r .. _ � ; .,rin+;ui,�E� �J �'' � ,,,� „ .,
� �,1��«,+��►�;f�r�, �; �� ��'B 3,9� ; � �;1f�i���li:►C;r t % �
: 4 � .. .. � 1 � .. t 1 ` p i � �_.. .. �..�..►..�. � ..�
;.;►1}�'�2`��i� � � � B�8 �� � ' (?_�Qt71��;, 1; i
�''i�! fllt' . � `-, i��t, �-, �,;;3l1d',IINi�; :;�r�; `°, � ' 'R � :. '
1 u,:ar,d ..i j , . . � w• ;��
t �� I' �r , .0 ���'If;J �.. _ �... .. � G..ir�:.���u � �( � 2 11 , ..� c .wu . �. '`'� t'7!�`
�]I4�i•i� il�r1•�[? ; � ;;�1l,i,i3;:.f� :��, �� �. t} p �» F„
� `?ii��?fi!i;if�i�(� �' , `�]f'E!E!D' , � , �,,;." , ' '- �' , ��:
r11!%tiiiiilf'ill�'i .r�.�. , -. � ��'il!ili��! �� � ��s � �., ; ��'4
_ �ie " "*i ' _ . . . � ('-- - hr,.. �
. '� •" ' � ���."—(='_ _' �� 1 ,-�Til3�M�y .. r.
. x _.......�. � �- r- ; L � � � ._:� r � '�3 u =i i..� ! _ r� � ,m ,,.. sJ , t
} � � I : � � _ �' -- _ ; � � I' } '`4 3 '°�►lic .��.Y x'"`
. �) � � � i = .:� � � ' ( t v i�S �:r'i �"
. �, , �I�' � � ' ' _ � == -' --5= � J ��� �" � �w'r.
� `� � � ^ � t � � - - t - - - � � �: . -�' 3�''.
3 �O i ;�y� i�I "� .-=28� � � = �- 3��� � �Jr , ' � � �.
. , � I \ � ���i; � '' . _ ' _ _ �` � _ _ �� "L' _ � ,� ��� k 'Y� ~�{ .��y u.
� � j �_ �Ic _ -= �—�.�'—" J .� ^�' _... .F•1 % ,• � ��4��".
. . _ � � �-...�. - - _ "� � . 1�' � 4:•
•` � �- �.� r. 1 -� f-- r=.� �� r��Y ,' r � aX;�� z 4 t;}h,:..
_ 1 . 4� �� I..`z-�..f-�. _� f b :� ��s-0 �t�.- ���,'�,�.+t�
�
�---'.�='-'T �-'"- �
,
� � '� �j
� : �' ', �f
Leqend
� Approximate Boring Locations (Football Field)
�`��*� �'�� � �
�
L. :�[ - ~�'.�...,A�y
r.._,.r��' #:� �# �� %, � �
-r- - � - -c...� �'
T�i . �
v ; � �� ,� ���.. �:
.. ' x ^.:� "� rqT�y- 5�!' � *�'�E� ' �� c;
, i. ��� a� 5 ffi .;.,
wi�- � : �., a'� :; �" �,
i .x 1 � A�: '�� �'� 1 .' � Y ��
r �.�_.. '�a�`.. '
N
Feet
0 750 300 600
Caordina� Sy�em: SYate Plane Texas Norlh Cenhal FIPS 4202 Ft
DaWm: D Naih American 1983
Crowley Independent School District Football Stadium SITE AND BORING PLAN
���d Fort Worth, Texas
Source: Drawn By: Date: ProJect No.:
Street map: ESRI ArcGIS Onllne, zo�s SG April 17, so2o oa.aozo�o2e PLATE 2b
. . �, .
� F
i: �'
� . � �"_ '
ar. ,
r � ,�
�, x&' .
� � r�
%:.,. � , ���'
.. ..��.:.,`
�"a` ,Y�`
4 l_..
� .��i.��..�
1 h,�.y
� �i d _ "!
'A
!SdL .
:��
�
�A'
'f�=.
�.�::
�
y;i,
.� �
. ��(.�
F� r
��
e�
^.i^" �11
"'� .� n`.i�....rw '..��.1 Tj_.
.� � �, �•.%'t_.: �. . � � 3�r.y '.�f6 � �
,� � �'4 *.�" . S,-.Pa
�F �t� ����i�-��11„�.f.e. �,qy�'3�e +^��,, _. �'ypsaq���lfw�.�r�'i . � � �, 1�� h"1L r`i_` "1
��r.. V Y � �' °� � e ,� � ' . ` 1. rj� I �r
+ � - tr I`' a. ���y . 'J ., * H� � � �—� �
� .Y t k++�:., _ j � � . �� . . - ��� l�'•'hr? ¢�. �.� .. ." �, �..
. �+��,��; ••{,,� �� ., �,-��i:�-� � Y �,�p'.w� � :•-.4
,� F . ' ��-�,� r�r
��.-� . ���:.t � � "
� ,�* 1 • .. , A.`� � � � ` '
,��. � . . r . � �` � �
� ; � � _. ' � � �,�_
_. �.
wr`�.e �c 4 •1'�� �yYy..'�'"�'�° '�
w•
x �. �!�' ,� .. . �. 1,
;
A �'
�t -�� *� '�
� � ,.
s�:.� ti
4 �(� �" � �` c � `�
. ....hY4 ;ir4"�i �f.t ��i'N.�i7. t��'.�;� �.
N
Leqend Feet
� Approximate Boring Locations (Pavement) o soo soo �,zoo
Crowley Independent School District Football Stadium SITE AND BORING PLAN
���ro Fort Worth, Texas _
Souree: Drawn By: Data: ProJecl No.:
Street map: ESRI ArcGIS Online, 2019 SG April 17, 2020 04.40201028 PLATE 2c
� �'
:� [[ i �„;, �',+ �y�` "! s
�� p ` A++ � ~.5'i. ' +� ' _
��,, `c 4}Yy� R, .�.Si 1� ��: .. ��� � � .
� f
3Rp t � � t' , � � 'T�' y i � � .:+�
f..�L�� . � . ' f Y'f � � +.t iC�
�� t F .�y� M� ' � 1(�{
�l.��y,t'��� � �`�� ;j,_� �'�,•� �4 i ���`�.� } � ^R
�F .�y
Crowley Independent School District
�
,�°��t��i��� � -- ���,°I�� ����,r,�-����A��,
Field exploration for the project was accomplished by advancing 53 borings io depths of 10 to 40 feet
below the existing grades. The latitude and longitude of the boring locations were obtained using a
handheld GPS unit. The approximate locations af the borings are shown on Plates 2a through 2c, Site
and Boring Plans.
The borings were advanced using truck-mounted and track-mounted drilling rigs. Cohesive soil samples
were obtained using 3-inch diameter tube samplers that were pushed into the soil. The consistency of
cohesive soils was estimated in the field using a calibrated pocket penetrometer.
Hard material and granular soil samples were obtained with a 2-inch O.D. split-spoon sampler. The
sampler is typically driven in three 6-inch intervals. The number of blows required for the last 12 inches
of penetration or the penetration obtained from 50 blows of the hammer, whichever occurs first, is
reported as the "N-value" on the boring logs.
Bedrock was evaluated in situ using TxDOT cone penetration tests (Tex-E-132).
In Borings B-1 through B-20, NX rock core methods were used to sample the bedrock. The percentage of
rock core recovered (REC) and rock quality designation (RQD) for each core run are presented on the
boring logs. The RQD is defined as the percentage ratio of cumulative length of rock cores longer than 4
inches to the total core run. Mechanical breaks are considered as intact pieces with regard to RQD.
Soil and rock samples were extruded from the samplers in the field, visually classified, and sealed in
plastic bags to prevent the loss of moisture or disturbance during their transfer to the laboratory.
The borings were backfilled with cement-bentonite grout upon completion of drilling and sampling.
Logs of the borings drilled for this study with descriptions of the subsurface materials encountered are
presented on Plates 3 through 55. A key to the terms and symbols used on the boring logs is presented
on Plates 56 and 57.
Fugro Project No. 04.40201028 � CROWLEY INDEPENDENT SCHOOL DISTRICT FOOTBALL STADIUM ��RQ
�
m
s LOG OF BORING NO. B-1
� Crowleylndependent School District Football Stadium
� LATITUDE: 32.61081 Fort Worth, Texas
�Z PROJECT NO. 04.40201028
c� LONGITUDE: -97.33966
c�
z �u
¢ � W e o >-o 0o v �,�
� " o � a� d STRATUM DESCRIPTION LAYER W z °` �' v a �> o�a.- a�
; F � a �3� �.W �� w� �" zw �_ �u~i
� w u}i a �mv ELEV.! 3Z �� g� go No =W ,�,
a � � a� DEPTH v a Z a N 3 J LL cYi =
�i SURF. ELEVATION: Unknown �, � "
� �N �a
� FAT CLAY (CFI�, dark brown, moist, very stiff to hard,
� with traces of silt and calcareous nodules
� P = 2.75
�
�
w
U
O
�
� P = 4.25
� 4.0
� LEAN CLAY (CL), light brown, moist, hard, with traces
S 5 of silt and calcareous deposits
a P= 4.25 20 39 17 22
0
0
N
�
U
� P = 4.50
0
�
J
LL
� P = 4.5D+ 9.5
�
° LEAN CLAY (CL), tannish brown, moist, hard, with
a i�
— traces of limestone seams
m
�
�
0
o�
�
�
�
m P= 4.50+ 13 36 17 19
�
� 15
LL
�
�
O
� 17.0
W WEATHERED LIMESTONE, tannish gray
5
a N = ����
�
L
Q
Q
7
r 2O
�
�
L
t
u
�
L 22.0
° LIMESTONE, gray
�
�
C
0
�
�
�
�
�
i COMPLETION DEPTH: 40.0 KEY:
� � DATE DRILLED: 5-15-20 P= Pocket Penetrometer
['sR0 Note: All depths are measured in feet.
SZ WATER LEVEL / SEEPAGE: DRY
N = Standard Penetration
t WATER LEVEL (PRIOR TO CORING): DRY Resistance PLATE 3a
d
c�
�
g
s
�
S
�
c�
c�
z
�
0
LOG OF BORING NO. B-1
Crowley Independent School District Football Stadium
LATITUDE: 32.61081 Fort Worth, Texas
PROJECT NO. 04.40201028
LONGITUDE: -97.33966
W o e }o Oe U '��
� � N a o �� oe vo �^ Zui �a Wz
= m ��;� STRATUM DESCRIPTION LAYER F W �� y� � a Z W �� ��
W � a �m� ELEV./ 3Z Q� g� v�W No Z� �h
� N a� DEPTH t�i g Z a N �j -� IL ��
SURF. ELEVATION: Unknown ° � o� �
z5'-sa UMESTONE, gray (confinue�
�ooi a5
8 139 242
30 sa-3s
�ooi ��
35 ss�aa
s�� 5s
17 123 72
40 — -- ----------------------- 40.0
45
COMPLETION DEPTH: 40.0 �Y�
DATE DRILLED• 5-15-20 P= Pocket Penetrometer
�GRO ' Note: All depths are measured in feet.
SZ WATER LEVEL 1 SEEPAGE: DRY
N = Standard Penetration
1 WATER LEVEL (PRIOR TO CORING�: DRY Resistance PLATE 3b
� LOG OF BORING NO. B-2
� Crowley Independent School District Football Stadium
; Fort Worth, Texas
- LATITUDE: 32.61044 pRp,IECT NO. 04.40201028
z LONGITUDE: -97.33970
�
w � � F� Z� �.c�`i ��
� M � U p a w z
? = m ��� p STRATUM DESCRIPTION LAYER W W �� ��..- � a Z W �� a�
�x
: a � Yo� aF- O�� ��X u�w o�
I o � N omW ELEV./ 3o JJ g� go ao jw �
a� DEPTH C� a Z a a 3 -' LL cYi =
� SURF. ELEVATION: Unknown y� � a
FAT CLAY (CF�, dark brown, moist, very stiff to hard,
with traces of silt, calcareous nodules and ferrous
P- 2•� nodules 37 52 22 30
P = 4.50
4.0
FAT CLAY (CF�, brown, moist, hard, with calcareous
5 deposits, traces of silt and ferrous nodules
P = 4.50+
P = a.eo+ 14
N=36 85
FAT CLAY (CI�, tannish brown, moist, hard, with
limestone seams
10
N=68
15
N = 78/11 '
2�
21.0
LIMESTONE, gray
COMPLETION DEPTH: 40.0 KEY:
P = Pocket Penetrometer
�GR� DATE DRILLED: 5-14-20 Note: All depths are measured in feet.
SZ WATER LEVEL/ SEEPAGE: DRY
N = Standard Penetration
t WATER LEVEL (PRIOR TO CORING): DRY Resistance PLAlE 4a
m
J
�}
a
0
U
rn
�
r
�
a
�
m
J
�
�
�
LL
d
c�
�
s
s
�
�
�
�
c�
z
a
�
0
LOG OF BORING NO. B-2
Crowley Independent School District Football Stadium
LATiTUDE: 32.61044 Fort Worth, Texas
PROJECT NO. 04.40201028
LONGITUDE: -97.33970
�_
W o e �-e oe � ��
= m ��� Q STRATUM DESCRIPTION LAYER W z � F � F v a c� > o F a�
f- � a w;� rw �'-' zw F= ��
a �- g x°� ELEV./ a�- c7 � a� � ui x N N o w
wo w vai omW 3o JJ a� g° ¢o �W "
a� DEPTH a a Z a a 3 -� IL � N
SURF. ELEVAT�ON: Unknown ��°, � � a
z5-sa LIMESTONE, gray (confinue�
s�i sz
10 131 115
9 136 127
30 30'�5
100/35
35 3s�a
s� � 9 137 234
40 — -- ----------------------- 40.0
45
COMPLETION DEPTH: 40.0 KEY:
DATE DRILLED: 5-1420 P= Pocket Penetrometer
�GRO Note: All depths are measured in feet.
SZ WATER LEVEL! SEEPAGE: DRY N= Standard Penetration
1 WATER LEVEL (PRIOR TO CORING): DRY Resistance PLATE 4b
�
�
>
�
a
�
m
J
�
�
c�
�
�
Y
U
°�
�
J
VJ
U
�
(7
O
J
0
�
c�
�
LL
m
� LOG OF BORING NO. B-3
� Crowley Independertt School District Football Stadium
�
� LATITUDE: 32.61010 Fort Worth, Texas
z PROJECT NO. 04.40201028
? LONGITUDE: -97.33970
�
Z o e \ � LL � F-
C Oo
� � J u) a � �►= p= Ue �^ Z }a wc�
o W � STRATUM DESCRIPTION W o a�
� = m.� E- m c7 LAYER w z � F- N F- v a t7 > F
f r
� a �� Y o� ELEV./ a~ �� g� 'n w ui v� ~� o a
� o u� a vmW 3o JJ a� go �+o Z- "
� N a� DEPTH a a Z a N � 3 J IL �=
� SURF. ELEVATION: Unknown �°, �� a
'- FAT CLAY (Cli�, brown, moist, stiff to very stiff, with
! traces of calcareous nodules, ferrous nodules, gravels
; P= 1.50 and silt 19
i
P = 2.75
4.0
LEAN CLAY (CL), light brown, moist, very stiff to hard,
5 with traces of silt and limestone seams
P=4�� 17 35 15 20
P = 3.50
9.0
P= 4.50 FAT CLAY (CFQ, tannish brown, moist, very stiff, with
� 0 traces of silt and limestone seams
P = 4.50+
15
18.0
N = �9�" WEATHERED LJMESTONE, tan
20
23.0
N = 50/5�� UMESTONE, gray
COMPLETION DEPTH: 40.0 KEY:
���""" P = Pocket Penetrometer
�GRO �TE DRILLED: 5-15-20 Note: All depths are measured in feet.
SZ WATER LEVEL I SEEPAGE: DRY N= Standard Penetration
t WATER Ltl/EL (PRIOR TO CORING): DRY Resistance PLATE 5a
d
c�
�
s
s
�
a
�
�
z
LL
Q
�
0
LOG OF BORING NO. B-3
Crowleylndependerrt Schaol District Football Stadium
Fort Worth, Texas
LATITUDE: 32.61010 pRpdECT NO. 04.40201028
LONGITUDE: -97.33970
r w� e �a" oa LL '��
= m ���� STRATUM DESCRIPTION �~ °' v' ~"� Z W o F a�
f- � a w;� LAYER Fw ~ �°' zw ��
�� N�
¢ f- � —
o N uai o00W ELEV./ 3z �� g� NW yo z� �"
a� DEPTH v g? a c�•� � 3 J �j. � N
SURF. ELEVATION: Unknown N v o� a
zs�a UMESTONE, gray (coniinue�
s� ss
S 136 951
30 sa�s�
�w��w
6 143 154
35 35�a
�ooi �z
40 — -- ----------------------- 40.0
45
COMPLETION DEPTH: 40.0 K��
���""" DATE DRILLED: 5-15-20 P= Pocket Penetrometer
�[�aRO Note: All depths are measured in feet.
SZ WATER LEVEL 1 SEEPAGE: DRY N= Standard Penetration
t WATER LEVEL (PRIOR TO CORING): DRY Resistance PLATE 5b
Y
U
O
�
�
J
$
U
�
(7
O
J
0
�
�
�
LL
m
� LOG OF BORING NO. B-4
� CrowleylndependeM School District Football Stadium
�
� LATITUDE: 32.60974 Fort Worth, Texas
= PROJECT NO. 04.40201028
� LONGITUDE: -97.33970
�
� � W a o }� Oa V ��
j �� a O �F- O� V� ~� Z �a az
. = m �� 3 pr STRATUM DESCRIPTION LAYER F�z � F: � F F�= W � F � w
a ��
� a � g Y o� ELEV./ a� �� g� �+ W h h F' � o�
i o N y p°0w 3o JJ a-' go �� �w �
� a� SURF. ELEVATION: Unknown DEPTH u a� a N 3 N� o a
'- FAT CLAY (CFI�, dark brown, moist, stiff to very stiff,
! with traces of silt and calcareous nodules
; P = 1.50
P = 2.25
4.0
FAT CLAY (CF�, brown to light brown, moist, very stiff
5 to hard, with traces of silt and calcareous nodules
P= 2•� 22 107 2.3
P = 4.50
- with traces of limestones seams and fragments at 8 feet
P = 4.50
10
12.0
LEAN CLAY (CL�, tannish brown, moist, hard, with
traces of limestone fragments
P= 4.50+ 15 40 18 71
15
17.0
WEATHERED LJMESTONE, tan
N = 50/5"
20
N = 50/4^ 23.5
LJMESTONE, gray
COMPLEiION DEPTH: 40.0 KEY:
���""" DATE DRlLLED: 5-15-20 P= Pocket Penetrometer
�GRO Note: All depths are measured in feet.
SZ WATER LEVEL 1 SEEPAGE: DRY N= Standard Penetration
t WATER LEVEL (PRIOR TO CORING�: DRY Resistance PLATE 6a
d
c�
�
s
s
�
0
�
�
�
z
F
LL
Q
�
0
LOG OF BORING NO. B-4
Crowley IndependeM School District Football Stadium
LATITUDE: 32.60974 Fort Worth, Texas
PROJECT NO. 04.40201028
LONGITUDE: -97.33970
�_
� � N a o �� oe vo �� Zui �a �z
� m a � ,�,; � STRATUM DESCRIPTION LAYER F w � ~ N � ~ � z w � � � �
W � a � m � ELEVJ 3 Z �� g� �n W� o z� � N
� `� a� DEPTH v g Z oa. N 3 J LL � N
SURF. ELEVATION: Unknown ° V � a
z5'-30' UMESTONE, gray (continue�
sy s3
12 131 205
30 sa�s�
� �� � 00 10 141 607
35 35-40'
�ooiss 10 142 484
40 — -- ----------------------- 40.0
45
COMPLETION DEPTH: 40.0 KEY:
P = Pocket Penetrometer
�GR� DATE DRILLED: 5-15-20 Note: All depths are measured in feet.
SZ WATER LEVEL/ SEEPAGE: DRY
N = Standard Penetration
t WATER LEVEL (PRIOR TO CORING): DRY Resistance PLATE 6b
�,
�
0
r
�
a
�
m
J
0
�
�
�
LL
m
s LOG OF BORING NO. B-5
� Crowleylndependent School Distrtct Football Stadium
o Fort Worth, Texas
�F LATITUDE: 32.60940 pRO,)ECT NO. 04.40201028
c� LONGITUDE: -97.33965
c�
z �
� ~ � u� W � e !- o O e U 'u� �
o "' o w a� o STRATUM DESCRIPTION �� �� v= ~^ Z w � a ��u
� � � a W;� LAYER FW �� v~i� �a zw �� ��
� W vri a �m� ELEV./ 3Z -�u'� g� NW v�w Z� �u,
� � N a� DEPTH c�i a J g Z a c�+ � 3 -� LL �=
SURF. ELEVATION: Unknown o'� �
� oa
� FAT CLAY (CF�, dark brown, moist, hard, with traces of N V � r
� silt, gravel, calcareous nodules and ferrous nodules
� P = 4.50
a
�
� FAT CLAY (CF�, light brown, moist, very stiff to hard, 2�
$ with traces of silt and calcareous nodules
� P = 2.25
�
�
U
s 5
0
P = 2.00
0
0
N-S
UJ
�
o P = 4.50 7.5
� FAT CLAY (CF1�, tannish brown, moist, hard, with
� traces of silt and limestone seams
LL
� P= a.5o 17 54 ZO 34
a i0
m
�
�
0
U
m
m
0
K
Q
�
m P = 4.50+
0
� 15
�
�
LL
�
�
O
�
O
W
g �
� N=40
w
f-
�
0
� 2�
�
�
LL
_
�
W
❑
Z
N 22.0
Y WEATHERED LJMESTONE, tan, with clay seams
U
�
� N = 50/3"
J
Vl
U
�
C9
O
o COMPLETION DEPTH: 40.0 KEY:
� ���""" P = Pocket Penetrometer
LL �C�RO �TE DRILLED: 5-15-20 Note: All depths are measured in feet.
1Z WATER LEVEL/ SEEPAGE: DRY N= Standard Penetration
t WATER LEVEL (PR10R TO CORING): DRY Resistance PLATE 7a
d
�
�
s
s
�
�
�C
�
�
z
¢
�
0
LOG OF BORING NO. B-5
Crowley Independent School District Football Stadium
LATITUDE: 32.60940 Fort Worth, Texas
PROJECT NO. 04.40201028
LONGITUDE: -97.33965
� W � e Y e O e U � n
o W°' �° STRATUM DESCRIPTION �~ o` �" ~" Z W �°' W Z
� � a i-u;� LAYER �w g~ y�- �a zw �= f�
°- } g x°' ELEV./ a� c7 g g� w x �n h o'�
w y Q c�mC� 3z �� a� W�o z� o
� N a� DEPTH t�i g Z a N � 3 J IL Y=
SURF. ELEVATION: Unknown ° � � a
WEATHERED LJMESTONE, tan, with clay seams
(continue�
27.0
LJMESTONE, gray
30 sa-ss
�ooiioo
7 140 391
35 3s-aa
100/ 73
13 135 758
40 -- ----------------------- 40.0
45
COMPLETION DEPTH: 40.0 KEY:
���""" DATE DRILLED: 5-15-20 P= Podcet Penetrometer
�GRO Note: All depths are measured in feet.
SZ WATER LEVEL 1 SEEPAGE: DRY N= Standard Penetration
1 WATER LEVEL (PRIOR TO CORING): DRY Resistance PLATE 7b
�
�
Y
d'
Q
�
m
J
�
�
�
�
LL
�
� !OG OF BORING NO. B-6
� Crowleyindependent Schoal District Football Stadium
; Fort Worth, Texas
z LATITUDE: 32.61055 pitp,lECT NO. 04.40201028
? LONGITUDE: -97.33917
�
= �
� Z ` " U � c9
e � m a�0 �H o= vo ~^ Za �a � W
' STRATUM DESCRIPTf01�[ = F y�- °1 p F a�
a �� Yo� LAYER Fw ~ �°' zW ��
� Q � Q �mW ELEV./ 3o a� g� go yo 'W �u�
� `� a� DEPTH c� �- Z a N � �� �=
� SURF. ELEVATION: Unknown �� o a
' FAT CLAY (CF1�, dark brown, moist, very stiff, with
? traces of silt and calcareous nodules
; P = z.ao
i
P = 2.50
4.0
LEAN CLAY (CL), light brown, moisf, very stiff to hard,
5 with calcareous deposits and traces of silt
P=2.50 18 112 2.4
P = 4.50
- with limestone seams at 8 feet to 10 feet
P= 4.50+ 17 49 19 30
� � 10.0
FAT CLAY (CFI�, tannish brown, moist, hard, with
traces of silt and limestone seams
P = 4.50+
15
17.0
WEATHERED LIMESTONE, tan
N = 50/5"
20
22.0
LJMESTONE, gray
COMPLEiION DEPTH: 40.0 KEY:
DATE DRILLED: 5-14-20 P= Pocket Penetrometer
��R� Note: All depths are measured in feet.
SZ WATER LEVEL! SEEPAGE: DRY
N = Standard Penetration
t WATER LEVEL (PRIOR TO CORING�: DRY Resistance PLATE 8a
d
c�
�
s
0
0
�
Q
0
z
�
c�
z
�
a
�
0
LOG OF BORING NO. B-6
Crowleylndependent Schoo! Disirict Football Stadium
LATITUDE: 32.61055 Fort Worth, Texas
LONGITUDE: -97.33917 P��ECT NO. 04.40201028
�_
� Z c u ?-a" Oc �' �1C�7
� u! a�� K� oo V� ~^ �� Ka �w
= m ���, � STRATUM DESCRIPTION LAYER F W g F � F F� Z� o F g F
a �� Yo� ELEV./ az j� �J� u►ix Ny Z� ��n
� y'� am� DEPTH �c�i J a3 gZ aN �3 JLL r_
SURF. ELEVATION: Unknown ° � � a
z5-3a LIMESTONE, gray (coniinuec�
ss� �
12 128 85
30 sa-ss
10Q/ 32
8 137 105
35 35aa
s� sz
40 — -- ----------------------- 40.0
45
COMPLE710N DEPTH: 40.0 KEY:
P = Pocket Penetrometer
�6R0 �TE DRILLED: 5-14-20
Note: All depths are measured in feet.
�L WATER LEVEL / SEEPAGE: DRY N= Standard Penetration
t WATER LEVEL (PRIOR TO CORING�: DRY Resistance PLATE 8b
m
�
0
>
�
<
�
m
J
�
�
�
�
LL
m
� LOG OF BORING NO. B-7
� Crowleyindependerrt School District Football Stadium
; Fort Worth, Texas
z LATITUDE: 32.61021 pRp,)ECT NO. 04.40201028
� LONGITUDE: -97.33921
�
� W� e ro oa" c�"i ��
' = m �� q°� STRATUM DESCRIPTION LAYER W z �� �_ � v a t9 > o Fa.- a�
` a �� Yo� a� �� rnF' uFix zW F-x fr-
; o a a �mW ELEV.! 30 �� g� go �o Z� �u,
� N a� DEPTH a a Z a N � 3 J IL �-
� SURF. ELEVATION: Unknown ° � �o a
'- FAT CLAY (CF�, dark brown, moist, very stiff, with
� traces of silt
; P = 2.25
2.0
FAT CLAY (CFI), brown, moist, very stiff, with traces of
silt and gravels
P = 3.00 �
4.0
LEAN CLAY (CL), light brown, moist, very stiff to hard,
5 with traces of siit and calcareous deposits
P = 3.00
P = 3.50
P= 4.50 14 46 18 28
� p 10.0
FAT CLAY (CF1�, tannish brown, moist, hard, with
traces of silt and limestone seams
P = 4.50+
15
N = 50l5"
19.Q
WEATHERED LIMESTONE, tan
20
24.5
LJMESTONE, gray
COMPLETION DEPTH: 40.0 KEY:
P = Pocket Penetrometer
�GRO DATE DRILLED: 5-14-20 Note: All depths are measured in feet.
SZ WATER LEVEL 1 SEEPAGE: DRY N= Standard Penetration
t WATER LEVEL (PRIOR TO CORING): DRY Resistance PLATE 9a
m
�
�
0
U
W
rn
0
T
�
Q
�
m
J
0
�
�
�
LL
d
c�
�
s
�
�
e
�
c�
c�
z
a
�
0
LOG OF BORING NO. B-7
Crowley Independent School District Football Stadium
Fort Worth, Texas
LATiTUDE: 32.61021 pRO,IECT NO. 04.40201028
LONGITUDE: -97.33921
W � o �a" oo � ��
� o W a�° STRATUM DESCRIPTION �~ o' v` ~� Z w � a ��
= m J F-mo LAYER wz � Va C�> o arc
f- � a w;� t-w �� N� r'-' zw �_
°. y g x°- ELEV./ ¢ r ar� g� u� W w v� � o N
u� a m 3 � a� �+o
� � a rc DEPTH v J g Z a N � 3 �� � N
SURF. ELEVATION: Unknown ° V o� a
LIMESTONE, gray (continuec�
30 3a-ss
s� ss
8 139 945
35 35-00'
93� 50
7 142 3781
40 — -- ----------------------- 40.0
45
COMPLETION DEPTH: 40.0 KEY:
P = Pocket Penetrometer
�GR� �TE DRILLED: 5-14-20 Note: All depths are measured in feet.
SZ WATER LEVEL 1 SEEPAGE: DRY N= Standard Penetration
t WATER LEVEL (PRIOR TO CORING): DRY Resistance PLATE 9b
�
�
r
�
a
�
m
J
�
�
�
LL
m
J
ia
�
0
U
a
�
}
�
¢
�
m
J
Q
�
�
�
LL
m
s
s
�
Q
�
�
c�
z
LL
�
0
LOG OF BORING NO. B-8
Crowley Independent School District Football Stadium
Fort Worth, Texas
LATITUDE: 32.60987 pRO,IECT NO. 04.40201028
LONGITUDE: -97.33922
�_
� W � o }o Oo V ��
p w a�o Rr oe V= �_" Zui a}ea rcw
= m ���, � STRATUM DESCRIPTION LAYER w z � F �� v a c� >
a �� YO� ELEV./ a� v� g� u~ix yy �= o n
o N uai o°°W �'O ','J a-� go No �w °
a� DEPTH t� a Z oa. N �j -� li �=
SURF. ELEVATION: Unknown � v o� �
LEAN CLAY (CL), tannish brown to tan, moist, hard
(confinue�
27.0
LJMESTONE, gray
30 sa-s5�
87/ 67
11 133 283
35 ss�a
toa ss
9 136 673
40 -- ----------------------- 40.0
45
COMPLEiION DEPTH: 40.0 KEY:
���""" P = Pocket Penetrometer
�GRO �TE DRILLED: 6-3-20 Note: All depths are measured in feet.
SZ WATER LEVEL! SEEPAGE: DRY N= Standard Penetration
t WATER LEVEL (PRIOR TO CORING): DRY Resistance PLATE 10b
m
5 LOG OF BORING NO. B-9
� Crowleylndependent School District Football Stadium
; Fort Worth, Texas
; LATITUDE: 32.60952 pROJECT NO. 04.40201028
� LONGITUDE: -97.33912
�
�_
` w � � c�`i � �
' �` o W a�° STRATUM DESCRIPTION ��-' o� v� ~ e Z w o F a�
; Fx.' m a�3�' LAYER Fw ~ �a zw
�~ wf= ��
a Y o� GF- �� g ulX y� �= p y
� W � Q � m W ELEV./ 3 o J J S � g o N o ? W �
� o N a� SU R F. E L E V A T I O N: U n k n o w n DEPTH u a? oa. N 3 N F o`
= FAT CLAY (CI�, dark brown, moist, stiff
�
; P = 1.75
2.0
FAT CLAY (CFf�, light brown, moist, stiff to hard
P = 1.75 �
5 P = 1.75
P= 4.5a+ 56 21 35
P = 4.50+
10
P = 4.50
15 15.0
FAT CLAY (CF�, light tannish brown, moist, hard
N=36
2�
N=54
- with light gray limestone seams
COMPLETION DEPTH: 40.0 KEY:
���""" P = Pocket Penetrometer
�GRO �TE DRILLED: 6-2-20 Note: All depths are measured in feet.
SZ WATER LEVEL / SEEPAGE: DRY N= Standard Penetration
t WATER LEVEL (PRIOR TO CORING�: DRY Resistance PLATE 11 a
d
c�
�
�
0
�
Q
�
c�
i�
z
LL
Q
�
0
LOG OF BORING NO. B-9
Crowieylndependeni School District Foatball Stadium
Fort Worth, Texas
LATITUDE: 32.60952 PRQJECT NO. 04.d0201028
LONGITUDE: -97.33912
�_
� Z o o �o 0o a ��
o W a�° STRATUM DESCRIPTION �~ °' v a' F` Z i" �°' W W
= m J 1- N� LAYER w z � � a c� >
�, n, w;� �w �� u�� �� zw � �
a � :[ o� a r Or — �y x � x ��
W � Q �m� ELEV./ 3z 3� g� w yp Zc9 �u,
° y a� DEPTH c�i g Z Q N �� -� lL Y—
SURF. ELEVATION: Unknown N v o a
FAT CLAY (CI�, light tannish brown, moist, hard
(confinuea�
30 30.0
30'-35 UMESTONE, gray
63/ 63
9 144 250
35 35aa
100/ 100
40 — -- ----------------------- 40.0
45
COMPLE110N DEPTH: 40.0 KEY:
���""" DATE DRILLED: 6-2-20 P= Pocket Penetrometer
�GRO Note: All depths are measured in feet.
SZ WATER LEVEL 1 SEEPAGE: DRY N= Standard Penetration
t WATER LEVEL (PRIOR TO CORING): DRY Resistance PLATE 11 b
m
�
�
0
U
m
rn
0
>
�
¢
�
m
J
�
�
�
�
LL
ri
y LOG OF BORING NO. B-10
� Crowley Independerit School Dist�id Football Stadium
� LATITUDE: 32.60917 Fort Worth, Texas
PROJECT NO. 04.40201028
� LONGITUDE: -97.33913
�
� W e e }o oa v �n
j � p W a�0 �� �= V= ~^ Zui �a sw
= m � �� STRATUM DESCRIPTION LAYER W z ��- �� v a �> �
� a �
� a �� Yo� Qh d� � yX NVl F== pw
j � tA Q VmW ELEV./ 3O JJ �J QOW fAG �W V
'� a� DEPTH c� a Z a��'' 3 0� o a
� SURF. ELEVATION: Unknown �, v� �,
! FAT CLAY (CF�, brown, moist, very stiff, with traces of
! silt, gravel, calcareous and ferrous nodules
,' P = z.50
2.0
LEAN CLAY (CL�, light brown, moist, very stiff to hard,
with trace of silt, calcareous deposits and ferrous
P- Z'�5 nodules 16 36 16 ZO
5 P = 3.50
P = 4.50 16
P = 4.50+
10
11.0
FAT CLAY (CF1�, tannish brown, moist, hard, with
traces of limestone seams
P = 4.50+
15
N = 50/5"
20
23.0
N= 50/3�� yVEpTHERED LIMESTONE, tannish gray
COMPLETION DEPTH: 40.0 KEY:
DIATE DRILLED: 5-2-20 P= Pocket Penetrometer
�GRO Note: All depths are measured in feet.
SZ WATER LEVEL / SEEPAGE: DRY N= Standard Penetration
t WATER LEVEL (PRIOR TO CORING�: DRY Resistance PLATE 12a
d
c�
�
s
s
�
Q
�
�
c�
z
�
¢
�
0
LOG OF BORING NO. B-10
Crowley Independent School District Football Stadium
LATITUDE: 32.60917 Fort Worth, Texas
PROJECT NO. 04.40201028
LONGITUDE: -97.33913
�
o � � LL F
� o W °' � ° STRATUM DESCRIPTION �'' °_' �' � ^ Z w � °�' � �
= m ��yo LAYER wz � �a t�> o a
F- � a w;� F-w �� y� ��' zw �_ �
W y Q �—�°v ELEV./ 3Z �� g� Nw NN Zt� �h
� N�a � DEPTH c�i a� g? a N � 3 �� cYi m
SURF. ELEVATION: Unknown N� o� d
WEATHERED LIMESTONE, tannish gray (coniinue�
27.5
LJMESTONE, gray
30 3a�s
58/ 52
8 138 727
35 3s�ta
��i��
11 133 319
40 — -- ----------------------- 40.0
45
COMPLETION DEPTH: 40.0 KEY:
DATE DRILLED: 5-2-20 P= Podcet Penetrometer
�GRD Note: All depths are measured in feet.
SZ WATER LEVEL I SEEPAGE: DRY N= Standard Penetration
t WATER LEVEL (PRIOR TO CORING�: DRY Resistance PLATE 12b
�
�
>
�
a
�
m
J
�
d'
c�
�
�
a
5 LOG OF BORING NO. B-11
� Crowley Independent School District Football Stadium
'= LATITUDE: 32.60934 Fort Worth, Texas
PROJECT NO. 04.40201028
� LONGITUDE: -97.33880
�
� � y W e o �' Z' �U a) t9
' �` o W a�� STRATUM DESCRIPTION �'' °" v' � a c� W oa a�
: s m � f- w cr LAYER W z � F ai �: �u �
� a �� Yo� ELEV./ a� v� g� h�x vZ-ih �-� ow
Z J— Z U
� � y� am� DEPTH 3c�i � aJ gZ n¢.N =3 oN ��
� SURF. ELEVATION: Unknown �, V� a
' FAT CLAY (CFQ, dark brown, moist, medium stiff to
� stiff, with traces of gravels and silt
; P = 1.50
P= 0.75 27 95 0.8
5 P = 0.75
P = 1.50
8.0
FAT CLAY (CI-Q, brown to light brown, moist, hard, with
traces of limestone seams and silt
P=4•� 17 60 19 41
10
12.0
FAT CLAY (CF�, tannish brown, moist, hard, with
limestone seams
P = 4.50
15
N=76
20
N=57
COMPLE110N DEPTH: 40.0 KEY:
P = Pocket Penetrometer
DATE DRILLED: 5-2-20
['aR0 � WATER LEVEL 1 SEEPAGE: DRY Note: All depths are measured in feet.
N = Standard Penetration
t WATER LEVEL (PRIOR TO CORING): DRY Resistance PLATE 13a
d
c�
m
s
s
�
�
�
�
c�
z
¢
�
0
LOG OF BORING NO. B-11
Crowley Independent School District Football Stadium
LATITUDE: 32.60934 Fort Worth, Texas
PROJECT NO. 04.40201028
LONGITUDE: -97.33880
W � o �e Oo V `�%i�
� p W a�o RF= oo Ue F=^ zw �a w
= m � H pr STRATUM DESCRIPTION LAYER w z � � o. c7 � o a�
5� u�� �
a �� Y°� ELEV./ a� ar� g� �+'� V) tn ~= o v~i
� N N O m W 3 0 J J a� �� �� � W U
a� DEPTH v a z a N �j J IL � N
SURF. ELEVATION: Unknown ° � � a
FAT CLAY (CI-�, tannish brown, moist, hard, with
limestone seams (confinue�
27.0
LJMESTONE, gray
30 30'-35
sa as
8 140 127
35 3saa
92/ 63
7 138 418
40 -- ----------------------- 40.0
45
COMPLETION DEPTH: 40.0 KEY:
DATE DRILLED: 5-2-20 P= Pocket Penetrometer
�GRO Note: All depths are measured in feet.
SZ WATER LEVEL I SEEPAGE: DRY N= Standard Penetration
t WATER LEVEL (PRIOR TO CORING): DRY Resistance PLATE 13b
m
W
0
>
�
a
�
m
J
�
�
c�
�
LL
m
s LOG OF BORING NO. B-12
o Crowley Independent School DistNct Football Stadiam
$ LATITUDE: 32.60952 Fcsrt Worth, Texas
z PROJECT NO. 04.40201028
c� LONGITUDE: -97.33849
c�
z �
��- w '`' ° ` � '` v `� �
o u, J vl a+C o K 1= 0 2' U= �•.: z tt� Q�C a w Z
o W STRATUM DESCRIPTION o F ��
� i m-i � 3� LAYER W z � F �� v a t9 >
� a �� YO�+ ELEV.! QF O� 4� V~Jx �AN F'= p~iJ
W y Q UmU �'SZ -�j a� W U7p Z� U
� � y a� DEPTH v gZ aN '3 JLL c"i=
n SURF. ELEVATION: Unknown ,°� �� a
�
`—' FAT CLAY (CFQ, dark brown, moist, stiff, with traces of
�
� silt and ferrous nodules
� P = 1.25
¢
� 2.0
� FAT CLAY (CI�, brown to light brown, moist, stiff to
� very stiff, with traces of silt and calcareous deposits
� P= 1.75 25 99 1.0
�
�
U
� 5
P = 2.25
0
0
0
N
�
U
o P= 2.25 18 56 18 38
a
�
w
J
LL
U
W P = 3.50
0
a i�
m
�
�
° 12.0
� FAT CLAY (CFi�, tannish brown, moist, hard, with
�, traces of silt and limestone seams
0
�
�
m P = 4.50+
J
�
� 15
�
0
�
0
�
0
w
g
a N=40
�
w
¢
¢
�
� 2�
Y
�
7
i
L
L
]
2
n
e
�
e
� N = 86/11 '
�
�
>
�
�
� COMPLE110N DEPTH: 40.0 K��
i DATE DRILLED: 5-20-20 P= Pocket Penetrometer
- �['aR0 Note: All depths are measured in feet.
1Z WATER LEVEL / SEEPAGE: DRY
.L WATER LEVEL (PRIOR TO CORING): DRY N Rtes stanceenetration P�.�,E ��
LOG OF BORING NO. B-12
Crowley Independerrt School District Football Stadium
Fort Worth, Texas
LATITUDE: 32.60952 pRpJECT NO. 04.40201028
LONGITUDE: -97.33849
� W o o >-e oe v ,��
o w a�o �� oo ve ~^ Zui �a rcw
F � a� 3� STRATUM DESCRIPTION LAYER F W F F a Z W �_ ��
�� ��
W r� v° v ELEV./ ¢ Z �� g� vi �x y� Z� ��n
w¢ m 3 � a� mo
� N a� DEPTH t�� S Z a N = 3 �� � N
SURF. ELEVATION: Unknown ,°� � � a
FAT CLAY (CFI�, tannish brown, moist, hard, with
traces of silt and limestone seams (confinue�
27.0
LJMESTONE, gray
30 sa�5�
100/ 72
12 129 82
35 35-40
�ooi e7
9 136 211
40 -- ----------------------- 40.0
45
COMPLETION DEPTH: 40.0 KEY:
���""" DATE DRILLED: 5-20-20 P= Pocket Penetrometer
�GRO Note: Ail depths are measured in feet.
SZ WATER LEVEL / SEEPAGE: DRY
N = Standard Penetration
1 WATER LEVEL (PRIOR TO CORING): DRY Resistance PLATE 14b
Q
�F
2
W
U
�
W
�
O
�
U
m
�
�
N
0
N-t
uJ
�
W
�
O
�
�
W
J
LL
F-
U
W
�
0
d'
a
m
�
}
�
¢
K
m
J
0
�
�
�
LL
d
�
�
s
s
�
�
�
�
c�
z
a
�
0
LOG OF BORING NO. B-13
Crowley Independent School District Football Stadium
Fort Worth, Texas
LATITUDE: 32.60917 pRpJECT NO. 04.40201028
LONGITUDE: -97.33848
� W � 2'° }o Oo u' ��
p W a�0 K� 0� Ve ~^ Z >'a wc7
STRATUM DESCRIPTION "' o a �
� m a�u;� LAYER �W �� ai� �°'' zw �
a �� YO' ELEV./ aF o� g� hx N� �= o n
W y C UmU �iZ JJ aJ W yp Z� (,)
� y a� DEPTH t�i g Z a N 3 J LL ��
SURF. ELEVATION: Unknown N� �o a
FAT CLAY (Cli�, tannish brown, moist, hard, with
limestone seams (confinue�
27.0
LIMESTONE, gray
30 3a�s
97/78 9 139 485
35 ss�a
93/ 93
10 136 492
40 -- ----------------------- 40.0
45
COMPLETION DEPTH: 40.0 KEY:
���""" DATE DRILLED: 5-20-20 P= Pocket Penetrometer
�GRO Note: All depths are measured in feet.
_T_Z WATER LEVEL! SEEPAGE: DRY N= Standard Penetration
t WATER LEVEL (PRIOR TO CORING�: DRY Resistance PLATE 15b
m
rn
0
r
�
¢
�
m
J
�
�
�
�
LL
D
� LOG OF BORING NO. B-14
� Crowleylndependent Schaol Distrid Football Stadium
' LATITUDE: 32.61056 Fort Worth, Texas
PROJECT NO. 04.40201028
� LONGITUDE: -97.33842
�
_ �_
Z o o \ \ LL. f-
' = m ��� or STRATUM DESCRIPTION LAYER w z °' �' v a �> o� ��
: F � a W 3� F W �� w� F-" z w f�
� Q N N omW ELEV./ 30 �� g� yw �o Z� �w
a� DEPTH v az aN �3 �F ��
� SURF. ELEVATION: Unknown � a
' FAT CLAY (CF�, reddish brown, moist, very stiff to
hard, with traces of silt
� P = 3.25
P = 4.50
4.0
LEAN CLAY (CL), light brown, moist, very stiff to hard,
5 with calcareous deposits and traces of silt
P = 3.50
P= 4•� 16 41 16 25
9.0
P= 4�� FAT CLAY (CFq, tannish brown, moist, hard, with
10 traces of silt, limestone seams and ferrous nodules
P= 4�� 10 121 6.1
15
18.0
N=���" WEATHERED LIMESTONE, tan to tannish gray
20
N = 50/6"
COMPLEiION DEPTH: 40.0 K��
...,,,,,,���""" UATE DRILLED: 5-14-20 P= Pocket Penetrometer
, uGRO Note: All depths are measured in feet.
t SZ WATER LEVEL / SEEPAGE: DRY N= Standard Penetration
t WATER LEVEL (PRIOR TO CORING): DRY Resistance PLATE 16a
�
�
>
�
Q
�
m
J
0
�
�
�
LL
c�
�
s LOG OF BORING NO. B-14
s
� Crowley Independerrt School District Football Stadium
� LATITUDE: 32.61056 pRpJEC N0.04.40201028
c� LONGITUDE: -97.33842
c�
z
� �
� � J N W � o }3' OD V �j �
o a C �e t) e �_ z >- a W z
� = m ��,�, pr STRATUM DESCRIPTION LAYER w z � F: N F- v a t� > o F a�
� a �� Yo� f-w �� zw �= f�
� W u}i a �m� ELEV./ 3Z Q� g� H� yy z� �m
¢ � N a� DEPTH t�i a J g Z a c�i � 3 J IL �=
� SURF. ELEVATION: Unknown N� o� a
� WEATHERED LIMESTONE, tan to tannish gray
" (continuec� 26.0
5
Y LJMESTONE, gray
z
L
�
n
u
>
�
e
�
°v
� 30 3a-ss
y �ooi a�
V
V
�
)
1
)
)
; 8 138 139
i
i
i
: 35 3saa
� i ooi n
�
10 135 483
40 — -- ----------------------- 40.0
45
COMPLETION DEPTH: 40.0 KEY:
���""" DATE DRILLED: 5-14-20 P= Focket Penetrometer
�GRO Note: All depths are measured in feet.
SZ WATER LEVEL I SEEPAGE: DRY N= Standard Penetration
t WATER LEVEL (PRIOR TO CORING): DRY Resistance PLATE 16b
�
y LOG OF BORING NO. B-15
Z CrowleylndependeM School Distdct Football Stadium
�
� LATITUDE: 32.61021 Fort Worth, Texas
PROJECT NO. Q4.40201028
2 LONGITUDE: -97.33840
�
- Z .e e � LL � �
' �` o W a � � STRATUM DESCRIPTION � F' ° ` v " c�i a � > � a � �°
x m �� 3� LAYER F W �~ ai►= �'-' z w �� a rc
� a � � x o : ELEV./ ¢ �-- Q � g � � w N y �— � � N
i" v� a vmv 3Z J-� a� go �c Z— °
� � y a� DEPTH c,�i a Z a N ' 3 J LL cYi =
� SURF. ELEVATION: Unknown � V o� a
' FAT CLAY (CI-q, brown, moist, hard, with traces of
calcareous nodules, ferrous nodules, gravels and silt
P = 4.50
P = 4.50
4.Q
LEAN CLAY (CL), light brown, moist, hard, with traces
5 of calcareous deposits and silt
P = 4.50
P=4�� 15 46 18 28
9.0
P= 4•� FAT CLAY (CFI), tannish brown, moist, hard, with
� � traces of silt and limestone ftagments
P = 4.50+
15
17.0
WEATHERED LJMESTONE, tan
N = 50l3��
2�
N = 50/3��
COMPLE710N DEPTH: 40.0 KEY:
DATE DRILLED: 5-13-20 P= Pocket Penetrometer
�GR� Note: All depths are measured in feet.
SZ WATER LEVEL / SEEPAGE: DRY N= Standard Penetration
� WATER LEVEL (PRIOR TO CORING): DRY Resistance PLATE 17a
LL
�
N�
O
s
�
�
�
�
�
z
LL
a
�
0
LOG OF BORING NO. B-15
Crowleylndependent School District Football Stadium
Fart Worth, Texas
LATITUDE: 32.61021 pRQ,1ECT NO. 04.40201028
LONGITUDE: -97.33840
�_
� W = o �0 0=' c'�i ��
o W a�C � STRATUIIN DESCRIPTION �� o o v� ~^ Z ui � a W�
F in a yar LAYER wz �F yF; va t�> o� ��
a �� Y°� ELEV./ c� v� gg �i x�� �= o n
o '» v°nw so JJ n-� go y �w °
� a a DEPTH t� �- Z oa. g S � LL �_
SURF. ELEVATION: Unknown �°, � o� a
WEATHERED LJMESTONE, ian (continue�
- gray limestone seams below 25 feet
27.0
LJMESTONE, gray
30 30'-35
93/ 87
7 142 533
35 35-0U
100/ B7
9 145 151
40 -- ----------------------- 40.0
45
COMPLETION DEPTH: 40.0 KEY:
DATE DRILLED: 5-13-20 P= Focket Penetrometer
�GR� Note: All depths are measured in feet.
�Z WATER LEVEL 1 SEEPAGE: DRY N= Standard Penetration
t WATER L�/EL (PRIOR TO CORING): DRY Resistance PLATE 17b
�
s LOG OF BORING NO. B-16
� Crowley Independent School District Football Stadium
� LATITUDE: 32.60987 Fort Worth, Texas
� PROJECT NO. 04.40201028
� LONGITUDE: -97.33839
�
z �
a f. W o e >- e O o °- �
o LL � �n a o �f' oo vo ~^ Zui �'a W z
� a m� Y o� STRATUM DESCRIPTION LAYER a F �� N� ~�- Z W �= a�
f r
o Q � Q �mW ELEV./ 30 �� g� go No Z� �u,
¢ N a� DEPTH a o- Z a N � 3 J �y, �=
� SURF. ELEVATION: Unknown �� o� a
� FAT CLAY (CFI�, dark brown, moist, stiff, with traces of
�
� silt and calcareous nodules
� P = 1.25
a
�
w
U
�
� P = 1.50
0 4.0
� FAT CLAY (CF�, brown, moist, stiff to hard, with traces
s 5 of calcareous nodu�es
� P= 1.50 22 61 20 41
N
�
U
W P = 4.50
�
0
�
a 8.0
w FAT CLAY (CF�, tannish brown, moist, hard, with
� traces of silt, gravels and limestone seams
W P = 4.50+
0
a 10
m
�
�
U
W
�
�
K
m P = 4.50+
�
� 15
LL
❑
i�
0
�
L
5
�
�
L
i
= P = 4.50+
�
r 2�
�
�
L
C
�
�
C
)
)
)
� N = 50/4"
,
i
i
�
� COMPLETION DEPTH: 40.0 KEY:
���""" P = Pocket Penetrometer
�GRO �TE DRILLED: 5-20-20 Note: All depths are measured in feet.
SL WATER LEVEL / SEEPAGE: DRY N= Standard Penetration
t WATER LEVEL (PRIOR TO CORING): DRY Resistance PLATE 18a
�
c�
�
s
s
�
Q
�
�
�
z
¢
�
0
LOG OF BORING NO. B-16
Crowley Independent School District Football Stadium
Fort Worth, Texas
LATITUDE: 32.60987 pRp�ECT NO. 04.40201028
LONGITUDE: -97.33839
� W e ;e }o Oe °' ��
.� ui a o � � a o �,_: z � a w`�' z
= m ��� p STRATUM DESCRIPTION LAYER W z �' � v a c� > o a"'
� a w;� FW �� rn�= �._. ZW � rc
W �� �° � ELEVJ a Z —��' � g� �"uS N N Z� � n
m¢ m 3 � c,� yc
� y a� DEPTH t�i g Z a N = 3 J LL �=
SURF. ELEVATION: Unknown y� o� a
FAT CLAY (CFI�, tannish brown, moist, hard, with
traces of silt, gravels and limestone seams (continue�
27.5
LJMESTONE, gray
30 3035
100/ so 12 135 230
35 s5-aa
�ooiss
7 140 104
40 — -- ----------------------- 40.0
45
COMPLETION DEPTH: 40.0 KEY:
���""" DATE DRILLED: 5-20-20 P= Pocket Penetrometer
�GRO Note: All depths are measured in feet.
SZ WATER LEVEL 1 SEEPAGE: DRY N= Standard Penetration
t WATER LEVEL (PRIOR TO CORING): DRY Resistance PLATE 18b
d
(7
m
s LOG OF BORING NO. B-17
� Crowleylndependerrt Schaol District Football Stadium
o Fort Worth, Texas
LATITUDE: 32.61062
_ PROJECT NO. 04.4020102B
c� LONGITUDE: -97.33797
c�
z
a W �
� � p W a��
� STRATUM DESCRIPTION
J f N�
� a � � Y O�
p � Y}1 a UmW
< `� a �
� SURF. ELEVATION: Unknown
—��' LEAN CLAY (CH�, brown, moist, hard, with calcareous
� and ferrous nodules, traces of silt and gravels
� P = 4.50
a
�
�
w
U
O
�
� P = 4.25
�
� LEAN CLAY (CH), light brown, moist, very stiff to hard,
s 5 with traces of silt and calcareous deposits
� P = 4.50
�
0
N
0
N
�
H
U
W P = 3.50
0
�
w
J
LL
� P = 4.25
�
0
a 10
m
J
}�
a
O
U
� FAT CLAY (CI-�, tannish brown, moist, hard, with
� traces of silt and limestone seams
r
�
a
�
m P = 4.50+
0
� 15
c�
�
LL
O
�
d
�
w
�
5
a
�
w
�
¢
Q P = 4.50+
0
� 20
c�
�
�
x
w
❑
z
¢
�
Y
U
O
� N=�" WEATHERED IJMESTONE, tan, with traces of gray
� limestone fragments
U
�
C7
O
o COMPLETION DEPTH: 40.0
�
� �GRO �TE DRILLED: 5-13-20
SZ WATER LEVEL / SEEPAGE: DRY
t WATER LEVEL (PRIOR TO CORINGj: DRY
�� oo ve v^ Zui �a rc�
LAYER FW F' Fa zW o� a�
� F- y F-
ELEVJ 3Z Q� g� �w yN Z� ou~i
DEPTH t�,� a J a z° a N � 3 � LL x
_ NF o
171 401 191 21
4.0
15 I 39
12.0
121 11
�. �
KEY:
P = Pocket Penetrometer
Note: All depths are measured in feet.
N= Standard Penetration P�TE 19a
Resistance
a
c�
m
s
s
�
a
�
c�
z
a
�
0
LOG OF BORING NO. B-17
Crowley Independerrt School District Football Stadium
Fort Worth, Texas
LATITUDE: 32.61062 pRpJECT NO. Q4.40201028
LONGITUDE: -97.33797
� � N w' o �e Oe V ,�n
o W a � ° STRATUM DESCRIPTION � ~ � " v " � � Z W � °' � W
= m �� m ar LAYER w z � v a c� >
O a�
F a W; R' F. W 7 H y F" F"' Z{!1 f"
a � Yo� Qi- O- hX �_ �u�'i
W y Q vmv ELEV./ 3z �� g� W'�'� z� �
� � a rc DEPTH t�i a J g Z a N � 3 J y_ Y_
SURF. ELEVATION: Unknown N� � a
WEATHERED LIMESTONE, tan, with traces of gray
limestone fragments (confinue�
26.5
LJMESTONE, gray
30 30�5
� ooi 32 8 140 684
35 ss�a
�ooi sa
12 122 84
40 — -- ----------------------- 40.0
45
COMPLE110N DEPTH: 40.0 KEY:
���""" P = Pocket Penetrometer
�GRO �TE DRILLED: 5-13-20 Note: All depths are measured in feet.
SZ WATER LEVEL 1 SEEPAGE: DRY N= Standard Penetration
__L WATER LEVEL (PRIOR TO CORING�: DRY Resistance PLATE 19b
�
�
0
>
�
a
�
m
0
�
�
�
LL
�
� LOG OF BORING NO. B-18
� Crowley Independent School District Football Stadium
� LATITUDE: 32.61027 Fort Worth, Texas
� PROJECT NO. 04.40201028
? LONGITUDE: -97.33793
�
i' _
Z e e � LL r
' r` o W a�° STRATUM DESCRIPTION �� o� v� �^ Z w o F ��
: i m � t-yo LAYER FW �F: �� va c7>
� a �� Yo� ELEV./ af" d� g� �w wu� ~� o i
� o u� a vmW 3o JJ a� go 'n� �-w °
N a� DEPTH o a Z a N 3 N F cYi,i�
� SURF. ELEVATION: Unknown � a
'- FAT CLAY (CFI�, dark brown, moist, hard, with traces of
! silt, calcareous and ferrous nodules
; P = 4.50
! 2.0
FAT CLAY (CI-Q, brown, moist, very stiff to hard, with
traces of silt, calcareous and ferrous nodules
P = 4.50
5 P = 3.50
6.0
FAT CLAY (CFi�, light brown, moist, hard, with traces of
gravels, calcareous and ferrous nodules
P=4�� 51 18 33
P = 4.50
10
12.5
FAT CLAY (CF�, tannish brown, moist, hard, with
traces of limestone seams
P = 4.5Q+
15
17.0
WEATHERED LIMESTONE, tan, with traces of clay
N=B9
20
N=48
COMPLETION DEPTH: 40.0 KEY:
DATE DRILLED: 5-13-20 P= Pocket Penetrometer
�GR� Note: All depths are measured in feet.
SL WATER LEVEL I SEEPAGE: DRY N= Standard Penetration
� WATER LEVEL (PRIOR TO CORING): DRY Resistance PLATE 20a
m
J
�
�
�
U
a
�
�
a
¢
m
J
0
�
�
�
LL
n.
�
m
s
s
�
�
�
�
c�
z
LL
a
�
0
LOG OF BORING NO. B-18
Crowleyindependent School District Football Stadium
Fort Worth, Texas
LATITUDE: 32.61027 pRpJECT NO. 04.40201028
LONGITUDE: -97.33793
LL � H
W � e >-e oa v �,n
� p W a�o �f 0� VD �_" Zui Ka rcw
= m � N pr STRATUM DESCRIPTION LAYER W z � v n. c9 > o a�
� � a ru;� �w �F w� F-'-' zw F= ��
°- � g Y°' ELEV./ a� or� gg vi X �n u� o N
0 � H �mW 3� JJ aJ �� y� �W U
a� DEPTH t� a Z oa. N 3 J li �=
SURF. ELEVATION: Unknown ° � � a
WEATHERED LIMESTONE, tan, with traces of clay
(continue� 26.0
LJMESTONE, gray
30 sa-ss�
�ooi so
9 136 397
35 35�a
sa as
7 145 921
40 — -- ----------------------- 40.0
45
COMPLETION DEPTH: 40.0 KEY:
GRO �TE DRILLED: 5-13-20 P= Pocket Penetrometer
� SZ WATER LEVEL / SEEPAGE: DRY Note: All depths are measured in feet.
N = Standard Penetration
t WATER LEVEL (PRIOR TO CORING): DRY Resistance PLATE 20b
�
�
0
r
�
a
�
m
�
0
�
�
�
LL
m
� LOG OF BORING NO. B-19
y Crowleylndependent School District Football Stadium
� Fort Worth, Texas
z LATITUDE: 32.60993 pRp,IECT NO. 04.40201028
� LONGITUDE: -97.33793
�
>
� � W a� o ro oe LL ��
' o W a � ° STRATUM DESCRIPTION � ~ °' v " ~ " Z °' o a � �
� = m ��;� LAYER FW �~ a►_ �� zw ►=
�a g xo� a� o— yx �x
� Q � N omW ELEV./ 30 �� a� gwo u`�io �w �w
� a� DEPTH v a Z a N 3 �� �-
� SURF. ELEVATION: Unknown �" o a
w� �_
' FAT CLAY (CI-n, dark brown, moist, very stiff, with
! traces of silt and calcareous and ferrous nodules
; P = 4.00
2.0
' FAT CLAY (CI-Q, brown, moist, very stiff, with traces of
silt, calcareous nodules and gravels
P = 2.75
4.0
LEAN CLAY (CL), light brown, moist, very stiff to hard,
5 with traces of silt and calcareous deposits
P = 2.75
P= 4.50 20 43 17 26
8.0
FAT CLAY (CFQ, tannish brown, moist, hard, with
limestone seams
P = 4.50
10
P = 4.50+
15
P = 4.50+
20
22.5
WEATHERED LIMESTONE, tan, with traces of gray
N = �" limestone seams
COMPLETION DEPTH: 40.0 KEY:
���""" P = Pocket Penetrometer
�rsRO �TE DRILLED: 5-13-20 Note: All depths are measured in feet.
SZ WATER LEVEL! SEEPAGE: DRY N= Standard Penetration
t WATER LEVEL (PRIOR TO CORING): DRY Resistance PLATE 21 a
�
�
>
�
�
�
m
J
�
�
�
LL
d
c7
m
s
s
�
�
�
�
c�
z
�
�
0
LOG OF BORING NO. B-19
Crowley Independerrt School District Football Stadium
Fort Worth, Texas
LATITUDE: 32.60993 pRp�ECT NO. 04.40201028
LONGITUDE: -97.33793
� W e o �o Oe V `�n
� v� a o rc� po c�o �-^ zui �a mz
= m ���� STRATUM DESCRIPTION LAYER W z �= v a c� > � w
n~. °' Yo� ¢� Q~ y~ u~ix zW �i ��
o � uai of°W ELEV./ 30 �� g� gwo vNic �w ��n
a� DEPTH n a? aN 3 �� �y
SURF. ELEVATION: Unknown N� o� d
WEATHERED LIMESTONE, tan, with traces of gray
limestone seams (confinue�
27.0
LIMESTONE, gray
30 30�5
�oass 11 133 343
35 35-0a
��� 48 9 137 560
40 -- ----------------------- 40.0
45
COMPLETION DEPTH: 40.0 KEY:
DATE DRILLED: 5-13-20 P= Pocket Penetrometer
�GR'� Note: All depths are measured in feet.
SZ WATER LEVEL / SEEPAGE: DRY N= Standard Penetration
1 WATER LEVEL (PRIOR TO CORING): DRY Resistance PLATE 21 b
�
S
r
�
a
�
m
J
�
�
�
�
LL
d
�
s LOG OF BORING NO. B-20
� Crowley Independent School Distdct Footbail Stadium
g Fort Worth, Texas
� LATITUDE: 32.60959 pRp,lECT NO. 04.40201028
c� LONGITUDE: -97.33796
�
z �u
4 W e o F� Z�' �v ��
� = m � F� Q STRATUM DESCRIPTION LAYER W z °° t=' v o- c7 > � a � w
� w 7� u� ��- '.' Z w o� a z
W � Q �m� ELEV./ 3Z Q� g� �w No Z� � n
O N a� DEPTH t�i gZ aN '3 JLL o=
SURF. ELEVATION: Unknown ° � � a
FAT CLAY (CF�, dark brown and reddish brown, moist,
very stiff, with traces of sand and silt
P = 3.50
2.0
FAT CLAY (CFi�, tan, moist, stiff to hard, with
calcareous deposits
P = 2.00 "
5 P=2.eo
- with grayish shaley inclusions below 6 feet
P = 3.00
P=4.so+ 16 112 3.4
10
13.0
FAT CLAY (CFi�, tan, moist, hard
P = 4.50
15
N=51
20
23.0
WEATHERED LIMESTONE, tannish gray
N = 50/3"
COMPLETION DEPTH: 40.0 KEY:
P = Pocket Penetrometer
�GR� �►TE DRILLED: 5-13-20 Note: All depths are measured in feet.
.SZ WATER LEVEL I SEEPAGE: DRY N= Standard Penetration
� WATER LEVEL (PRIOR TO CORING): DRY Resistance PLATE 22a
m
J
�}
a
�
U
rn
rn
0
�
a
�
m
J
�
�
c�
�
LL
d
�
�
�
s
�
0
�
�
�
z
LL
Q
�
0
LOG OF BORING NO. B-20
Crowley Independerrt School District Football Stadium
Fort Worth, Texas
LATITUDE: 32.60959 pRO,IECT NO. 04.40201028
LONGITUDE: -97.33796
� W e � >-o Oe CLLi `��
� v� a o �� o� ve �" zw �a �
F in a W;� STRATUM DESCRIPTION LAYER w z �� y F; v a �> o� a�
W �� v°v ELEV./ 3Z �� g� u~iu yo Z� �v~i
° N�' °am� DEPTH c�i gZ aN '3 JLL on".
SURF. ELEVATION: Unknown �°, � � _
ze�a LIMESTONE, gray
�oo� s2
9 135 147
30 sa�s
s�� s3
,
35 3s-aa
9�� 8 139 319
40 — -- ----------------------- 40.0
45
COMPLE710N DEPTH: 40.0 K��
���""" Du4TE DRILLED: 5-13-20 P= Pocket Penetrometer
�GRO Note: All depths are measured in feet.
SZ WATER LEVEL 1 SEEPAGE: DRY N= Standard Penetration
1 WATER LEVEL (PRIOR TO CORING): DRY Resistance PLATE 22b
d
�
s LOG OF BORING NO. B-21
� Crowley Independerrt School District Football Stadium
� LATITUDE: 32.61122 Fort Worth, Texas
z� PROJECT NO. 04.40201028
� LONGITUDE: -97.33966
�
z
¢ F W o e }� o o }, c�`i ��
o LL p W a�0 K� oa Vo ~„ Zui Q F a rc
= m �� y a, STRATUM DESCRIPTION LAYER w z � � a �>
a W;� F-W � f" N F' F="' Z W � r
W � Q vmv E L E V./ 3Z Q� a� Nw No z� �v�
� y a� DEPTH c�� g z na, c�i � 3 'J IL �=
SURF. ELEVATION: Unknown ,°� �� �
FAT CLAY dark brown, moist, very stiff to hard, with
traces of silt
P = 2.50
P= 4.50 20 67 ZO 47
4.0
FAT CLAY brown to light brown, moist, hard, with
5 traces of silt, limestone seams and calcareous nodules
P = 4.50+
P = 4.50+
P = a.so+ 12
10 10.0
WEATHERED LIMESTONE, tan
N = 50/3��
15
N = 50/5"
19.0
LJMESTONE, gray
20
COMPLE710N DEPTH: 40.0 KEY:
DATE DRILLED: 5-4-20 P= Pocket Penetrometer
�C.RD Note: All depths are measured in feet.
SZ WATER LEVEL / SEEPAGE: DRY N= Standard Penetration
t WATER LEVEL (UPON COMPLETION): DRY Resistance PLATE 23a
m
J
}�
a
�
U
m
�
>
�
�
m
J
0
�
c�
�
�
a
�
�
s
s
�
�
�
c�
c�
z
a
�
0
LOG OF BORING NO. B-21
Crowley Independerrt School District Football Stadium
Fort Worth, Texas
LATITUDE: 32.61122 pRpJECT NO. 04.40201028
LONGITUDE: -97.33966
� w� o ro oe v '�n
o W a�° STRATUM DESCRIPTION ��' °' v` ~"` Z w � a w Z
= m � f- � ar LAYER w z r t� a t� > o a W
�- g a w;� �W �F m� �_'.' zW F,= rc
W � Q �m� ELEVJ 3Z �� g� Nu �o Zc� �'
� y a� DEPTH c�i a g z oa. N � 3 �� �=
SURF. ELEVATION: Unknown „°, � �o �
�ooro.7s� UMESTONE, gray (continue�
30 100/1.25„
35 tooi�.5��
40 — -- ----------------------- 40.0
�ooi�.s��
45
COMPLE110N DEPTH: 40.0 KEY:
�" DATE DRILLED: 5-4-20 P= Pocket Penetrometer
�['aR0 Note: All depths are measured in feet.
SZ WATER LEVEL / SEEPAGE: DRY N= Standard Penetration
t WATER LEVEL (UPON COMPLETION�: DRY Resistance PLATE 23b
�
�
r
�
�
m
J
0
�
c�
�
LL
ri
� LOG OF BORING NO. B-22
� Crowley Independerrt School District Football Stadfum
� LATITUDE: 32.61096 Fort Worth, Texas
PROJECT NO. 04.40201028
� LONGITUDE: -97.33917
�
� W e ;e �- o 0 0 � ��
� �'n a o �� oo ve t=.: zui �a, wz
? = m �� 3� STRATUM DESCRIPTION LAYER F w ~ �� z w � �~
�F� fqH �= a �
' W h a vmv ELEVJ 3Z �� g� go No zc� �w
'' � N a� DEPTH c�i °- ? a N � 3 J LL cYi =
� SURF. ELEVATION: Unknown ° � � a
' FAT CLAY (CF�, dark brown, moist, stiff, with traces of
� silt
; P = 1.50
2.0
FAT CLAY (Cli�, brown, moist, stiff, with traces of silt
and calcareous nodules
P = 1.75 �j
4.0
FAT CLAY (CF�, brown to light brown, moist, hard, with
5 traces of gravels and calcareous and ferrous nodules
P = 4.50
P = 4.50
8.0
LEAN CLAY (CL), tannish brown, moist, hard, with
limestone layers
P= a.5a« 14 40 18 22
10
P = 4.50+
15
16.0
WEATHERED LlMESTONE, tan
N = 50/5"
20
21.5
LJMESTONE, gray
N = 50/3"
COMPLETION DEPTH: 40.0 KEY:
DATE DRILLED: 5-5-20 P= Pocket Penetrometer
�GRO Note: All depths are measured in feet.
SL WATER LEVEL 1 SEEPAGE: DRY N= Standard Penetration
t WATER LEVEL (UPON COMPLETION): DRY Resistance PLATE 24a
a
�
�
s
0
0
Q
0
z
�
�
z
LL
Q
�
0
LOG OF BORING NO. 8-22
Crowley Independent School District Football Stadium
Fort Worth, Texas
LATITUDE: 32.61096 pRp�ECT NO. 04.40209028
LONGITUDE: -97.33917
Z o o >-e oo �' ��
= m � a N pr STRATUM DESCRIPTION LAYER w z � F y F v a �7 7 0�.a.- a�
�- �
W � g v o v ELEV./ 3� Cr � g� ai ix � y z� � u~i
� � Om z �- a�
� a� DEPTH c�i g z a� 7 3 0� cYi u,
SURF. ELEVATION: Unknown N � � a
tooro.75° �MESTONE, gray (confinue�
30 ����„
35 iooi�.25��
100/1.25"
40 - -- ----------------------- 40.0
45
COMPLETION DEPTH: 40.0 KEY:
P = Pockef Penetrometer
-{.GRQ DATE DRILLED: 5-5-20 Note: All depths are measured in feet.
'` SL WATER LEVEL / SEEPAGE: DRY N= Standard Penetration
t WATER L�l/EL (UPON COMPLETION): DRY Resistance P�-A� �:b
m
m
0
>
�
Q
�
m
�
0
�
�
�
LL
a
c�
g LOG OF BORING NO. B-23
� Crowley Independerrt School District Football Stadium
� LATITUDE: 32.61095 Fort Worth, Texas
�Z PROJECT NO. 04.40201028
c� LONGITUDE: -97.33843
�
z
¢ W o � F= Z� �o `��
� = m � F� o STRATUM DESCRIPTION LAYER w z � F N`F�.- � a �> o� a�
a W 3� F-w �_" zW �_ ��
W y a �mW ELEV./ 30 °� g� go Qo jW ��n
o m a z DEPTH v a Z o. a �j J V- �;�
SURF. ELEVATION: Unknown ° � � a
FAT CLAY {CI-�, dark brown, moist, hard, with traces of
silt, calcareous and ferrous nodules
P = 4.50 20
2.0
FAT CLAY (CI�, brown, moist, hard, with traces of silt,
calcareous and ferrous nodules
P = 4.50
4.0
FAT CLAY (Ct�, light brown, moist, hard, with traces of
5 silt, ferrous nodules, calcareous nodules and gravels
P = 4.50
P= 4.50 15 50 18 32
8.0
FAT CLAY (CF1�, tannish brown, moist, hard, with
traces of silt and limestone seams
P = 4.50+
10
P = 4.50f
15
N = 50/5"
20
22.0
LJMESTONE, gray
COMPLETION DEPTH: 40.0 K��
P = Pocket Penetrometer
�GRO �TE DRILLED: 5-5-20 Note: All depths are measured in feet.
SZ WATER LEVEL / SEEPAGE: DRY N= Standard Penetration
t WATER LEVEL (UPON COMPLETION): DRY Resistance PLATE 25a
m
J
�y
a
0
U
a
�
Y
K
Q
�
m
J
�
�
�
�
a
�
m
s
s
�
�
�
�
�
z
LL
�
0
LOG OF BORING NO. B-23
Crowley lndependent School District Football Stadium
Fort Worth, Texas
LATITUDE: 32.61095 pRWECT NO. 04.40201028
LONGITUDE: -97.33843
� _
� W � e } o O o V ��
o W a�° STRATUM DESCRIPTION �~ °" v" ~" Z W � a W Z
= m � f-mc! LAYER wz F va c7> o aW
� � a w;� F-w �� u�F �'-' zw �_ �
°. }� x°� ELEV./ ¢� o� g� m'< vi in o N
� y faA �mW 3O J'J a_J g � V1 G �W V
a� DEPTH t� °. Z a c��+ 3 -' � cYi =
SURF. ELEVATION: Unknown �°, ��o a
100��.z5" LJMESTONE, gray (confinue�
30 iooi�.5��
35 �oon.2s"
100/1.25"
40 — -- ----------------------- 40.0
45
COMPLETION DEPTH: 40.0 KEY:
���""" P = Pocket Penetrometer
�GRO �TE DRILLED: 5-5-20 Note: All depths are measured in feet.
SZ WATER LEVEL 1 SEEPAGE: DRY N= Standard Penetration
t WATER LEVEL (UPON COMPLETION): DRY Resistance PLATE 25b
U
= LOG OF BORING NO. B-24
� Crowley Independent School District Football Stadium
; Fort Worth, Texas
- LATITUDE: 32.61101 pROJECT NO. 04.40201028
2 LONGITUDE: -97.33798
�
�' _
= W e o re oo � ��
i � p W a�o �F O� Ue �,: zw �a w
= m � y� STRATUM DESCRIPTION LAYER F�z � F N� ��-. a Z W �� a�
� �3rc �_ ��
; W �� v�v ELEV./ 3Z Q� g� �w vir++ Z� �N
i p u� ra p°° w o °- � QJ � y� � w
�� a� DEPTH a a Z a N 3 J lL �=
� SURF. ELEVATION: Unknown ,°� � � a
I FAT CLAY (CFQ, dark brown, moist, very stiff, with
traces of silt and calcareous nodules
P = 3.00
2.0
FAT CIAY (CF�, brown, moist, very stiff, with traces of
silt, calcareous and ferrous nodules
P = 2.25 �j
4.0
LEAN CLAY (CL), light brown, moist, hard, with traces
5 of silt and calcareous nodules
P = 4.50
P = 4.50
P= 4.50 13 45 17 28 124 10.9
10 10.0
FAT CLAY (CI-�, tannish brown, moist, hard, with
limestone seams
P = 4.50+
15 15.0
WEATHERED LJMESTONE, tan
N = 50/2"
20
N = 50/1"
COMPLETION DEPTH: 40.0 KEY:
DATE DRILLED: 5-5-20 P= Pocket Penetrometer
�C.RO Note: All depths are measured in feet.
SZ WATER LEVEL I SEEPAGE: DRY N= Standard Penetration
t WATER LEVEL (UPON COMPLETION): DRY Resistance PLATE 26a
a
�
�
�
a
�
�
�
c�
�
z
F
LL
Q
�
0
LOG OF BORING NO. B-24
Crowley Independerrt School District Football Stadium
LATITUDE: 32.61101 Fort Worth, Texas
PROJECT NO. 04.40201028
LONGITUDE: -97.33798
�i =
F W e o >-e Oo V �jn
" o W °' � ° STRATUM DESCRIPTION � ~ °' v' ~ � Z w � a � z�
= m � Hpr LAYER FW �� N� va t�> pF a�
W �� v—;° ��j ELEV./ a Z �� g� aci 'u� vzi vW—i z� � w
0 N uai oOOW 3p � JD Qo �w
a� DEPTH c� �- Z a �+ 3 =' � cYi N
SURF. ELEVATION: Unknown ° � � a
��/�•5" LIMESTONE, gray
30 100/1.75"
35 �ooi�zs��
� ��� i�
40 — -- ----------------------- 40.0
45
COMPLETION DEPTH: 40.0 KEY:
DATE DRILLED: 5-5-20 P= Pocket Penetrometer
�GR� Note: All depths are measured in feet.
SZ WATER LEVEL 1 SEEPAGE: DRY N= Standard Penetration
t WATER LEVEL (UPON COMPLETION): DRY Resistance PLATE 26b
�
�
}
�
�
�
m
J
�
�
�
�
LL
m
� LOG OF BORING NO. B-25
� Crowleylndependerit School Distdct Football Stadium
$ LATITUDE: 32.61056 Fort Worth, Texas
�Z PROJECT NO. 04.40201028
c� LONGITUDE: -97.33691
�
z �u
Q � W o o ro 00 � ��
� = m �°' N pr STRATUM DESCRIPTION LAYER W z �� �� v a �> o�a.- a�
� a �i; �w �� zw �= f�
� W � a �m� ELEV./ 3Z °—°`� g� `�w �o Zt� ��,
a � N a� DEPTH c�.� g? aN =W JLL Y=
� SURF. ELEVATION: Unknown 3 �� � a
�
� LEAN CLAY (CH�, brown, moist, very stiff, with traces
�
� of silt and calcareous nodules
� P= 3.25 20 39 15 24
�
�
U
O
�
� P=4.�
� 4.0
� FAT CLAY (CF�, light brown, moist, very stiff, with
S 5 calcareous deposits
0
P = 3.75
0
0
N
�
F
U
W P = 3.25 2Q
0
� 8.0
w FAT CLAY (CI-Q, tannish brown, moist, hard, with
� traces of limestone seams
W P = 4.50+
'o
� 10
g
m
�
�
0
�
�
0
K
�
m P = 4.50
o ,
� 15
�
�
�
0
�
d
�
0
w
� 1s.o
� N= 50/5" �yEqTHERED LIMESTONE, tan to tannish gray
L
Q
2
7
Y ZO
�
�
L
_
u
�
c
n
t
�
C
6
�
3
�
�
�
i COMPLETION DEPTH: 40.0 KEY:
� DATE DRILLED: 5-6-20 P= Pocket Penetrometer
_ �GRO Note: All depths are measured in feet.
SZ WATER LEVEL! SEEPAGE: DRY N= Standard Penetration
t WATER LEVEL (UPON COMPLETION�: DRY Resistance PLATE 27a
a
c�
�
�
0
0
Q
�
�
�
c�
z
�
Q
�
0
LOG OF BORING NO. B-25
Crowleylndependent School District Football Stadium
LATITUDE: 32.61056 Fort Worth, Texas
PROJECT NO. 04.40201028
LONGITUDE: -97.33891
>
� W a' o }o 00 � �,�
= m �� N°� STRATUM DESCRlPTEON LAYER w z ��.�„- N F v a- �> o F ��
a i� Y°� ELEV./ a� �� cJ'g u~i x y y �-= o u~i
o "' vai o°°W ?'o JJ a� go a$ �W °
a� SURF. ELEVATION: Unknown DEPTH v °' � a"' 3 N� o a
100/1.5�� WEqTHERED LlMESTONE, tan to tannish gray
(continue� 26.0
LJMESTONE, gray
30 100/0.75"
35 �ooi�.5„
�ooi�.5�� ----------------------- 40.0
40 — — —
45
COMPLE110N DEPTH: 40.0 KEY:
DATE DRILLED: 5-6-20 P= Pocket Penetrometer
��RO Note: All depths are measured in feet.
SZ WATER LEVEL! SEEPAGE: DRY N= Standard Penetration
t WATER LtVEL (UPON COMPLETION�: DRY Resistance PLATE 27b
�
�
0
>
�
Q
�
m
J
�
�
c�
�
LL
ri
= LOG OF BORING NO. B-26
� Crowleylndependent Schaol District Football Stadium
� LATITUDE: 32.61021 Fort Worth, Texas
PROJECT NO. 04.40201028
2 LONGITUDE: -97.33888
�
' w '' _ � � i
c � J y °''� STRATUM DESCRIPTION rc'' ° a v' F� z" Q F ��
' � J+�+3� LAYER Fw ~ �a zw f�
: S m 7H MF
; Q y� omW ELEV./ aZ — � u'� a� Nw �o z� ��'
a� DEPTH 3v � g? aN �3 JLL cYi=
� SURF. ELEVATION: Unknown ,°� � o� a
' FAT CLAY (CFi�, brown, moist, very stiff, wifh traces of
calcareous and ferrous nodules
P = 2.50
P = 2.50 j g
4.0
LEAN CLAY (CL), light brown, moist, very stiff to hard,
5 with calcareous deposits
P = 4.00
P' 4•`� 15 45 17 28
8.0
FAT CLAY (CF1�, tannish brown, moist, hard, with
limestone seams
P = 4.50+
10
P= 4.50+ , 17 112 3.3
15
N=43
20 20.0
WEATHERED lJMESTONE, tan
N = 50/6"
COMPLETION DEPTH: 40.0 KEY:
���""" P = Pockef Penetrometer
�GRO �TE DRILLED: 5-6-20 Note: All depths are measured in feet.
SL WATER LEVEL 1 SEEPAGE: DRY N= Standard Penetration
t WATER LEVEL (UPON COMPLETION): DRY Resistance PLATE 28a
�
�
0
>
�
a
�
m
J
�
�
�
�
LL
d
�
�
�
s
�
�
�
�3
c�
z
�
0
LOG OF BORING NO. B-26
Crowleylndependerrt School Distrlct Football Stadium
Fort Worth, Texas
LATITUDE: 32.61021 pRp�ECT NO. 04.40201028
LONGITUDE: -97.33888
� p W a�o �� oo Vo ~^ Z� �a ��
STRATUM DESCRIPTION "' � � �
i m.� y O LAYER w z = F y F v a c7 > p F a�
°- � g xc� ELEV./ a� O� g� aiX v��ia—i ~= ou~i
o "' uai o°°w 3o JJ a� go ¢o �W "
a� DEPTH t� a Z a N �j J IL ��
SURF. ELEVATION: Unknown ° � �o o;
WEATHERED LIMESTONE, tan (confinue�
27.0
IJMESTONE, gray
30 tooro.s°
35 �oa�.zs��
40 �oon.�s° ----------------------- 40.0
45
COMPLETION DEPTH: 40.0 KEY:
���""" P = Pocket Penetrometer
�GRO �TE DRILLED: 5-6-20 Note: All depths are measured in feet.
SZ WATER LEVEL/ SEEPAGE: DRY N= Standard Penetration
t WATER LEVEL (UPON COMPLETION�: DRY Resistance PLATE 28b
�
�
r
�
a
�
m
�
0
�
�
�
LL
a
�
s LOG OF BORING NO. B-27
� Crowley Independertt School District Football Stadium
� LATITUDE: 32.60994 Fort Worth, Texas
z� PROJECT NO. 04.40201028
c� LONGITUDE: -97.33884
�
z
¢ W o o � Oo �U ��
o � p W a�o K� oa' Vo �,`.: zw �a w
= m � F q pr STRATUM DESCRIPTION LAYER F�z g F: �� F a Z W �� a�
W N a �m� ELEV./ 3Z �� g� N'u� No Z� � i
� '� a� DEPTH c�i g? a N 3 J LL o`
SURF. ELEVATION: Unknown �°, � �
FAT CLAY (CF1�, dark brown, moist, very stiff, with
traces of silt
P = 2.50
P = 2.00
4.0
FAT CLAY (CF1�, light brown, moist, hard, with traces of
5 silt and calcareous nodules
P= 4.50 20 58 19 39
P = 4.50
8.0
FAT CLAY (CF1�, tannish brown, moist, hard, with
traces of silt and limestone seams
P = 4•5�+ 14
10
P = a.5o+
15
18.0
N = 50/6�� {�►EqTHERED LIMESTONE, tan
20
N = 50/5"
24.0
UMESTONE, gray
COMPLE710N DEPTH: 40.0 KEY:
P = Pocket Penetrometer
�GRD �TE DRILLED: 5-6-20 Note: All depths are measured in feet.
_C_L WATER LEVEL 1 SEEPAGE: DRY N= Standard Penetration
.t WATER LEVEL (UPON COMPLETION): DRY Resistance PLATE 29a
a
�
�
�
s
�
z�
�
�
z
LL
Q
�
0
LOG OF BORING NO. B-27
Crowleylndependent School District Football Stadium
Fort Worth, Texas
LATITUDE: 32.60994 pRp�ECT NO. 04.40201028
LONGITUDE: -97.33884
� W = o �e Oe V �n
= m ���� STRATUM DESCRIPTION LAYER w z °' �' v'a c� > c a a�
►- � a w;� E- w�� u� � �_- '-' z w F= f�
a Yo- af- �— mX �n
W N Q v m v ELEV./ 3 z ,� � g� W y o z� c°�
� � a� DEPTH c�i g? aN 3 JLL ��
SURF. ELEVATION: Unknown ��°, V o� a
ioo2" LJMESTONE, gray (coniinue�
30 �ooi�.z5°
35 �ooii.e„
40 — 100/2.5"
-- ----------------------- 40.0
45
COMPLETION DEPTH: 40.0 KEY:
���""" P = Pocket Penetrometer
�['.aRO �TE DRILLED: 5-6-20 Note: All depths are measured in feet.
SZ WATER LEVEL / SEEPAGE: DRY N= Standard Penetration
t WATER LEVEL (UPON COMPLETION): DRY Resistance PLATE 29b
W
�
>
�
a
�
m
J
�
�
c�
�
LL
a
�
s LOG OF BORING NO. B-28
� Crowleylndependent School District Football Stadium
� LATITUDE: 32.60974 Fort Worth, Texas
z� PROJECT NO. 04.40201028
� LONGITUDE: -97.33880
�
z �u
� � � u� a� rc� o� vo ~^ Zui �a �c�
� = m ��� pr STRATUM DESCRIPTION LAYER F W �� y� F a Z W �� a�
W �� �o� ELEV./ 3Z Q� g� yx No Z= �;
go "
� N N am� DEPTH c�i a az aN �3 JW o=
SURF. ELEVATION: Unknown ,°� � � a
FAT CLAY (CI-�, brown, moist, stiff to hard, with traces
of si�t, calcareous nodules and ferrous nodules
P = 4.50
P = 2.00
5 P = 2.00
7.0
P= 4.50 FAT CLAY (CFI�, tannish brown, moist, hard, with
traces of silt and limestone fragments
P= 4.50 18 113 8.6
10
P= 4.50 20 61 22 39
15
P = 4.50+
20 20.0
FAT CLAY (CIi�, tannish brown, moist, hard, with
limestone seams
P=4.50+ 15 113 6.4
COMPLETION DEPTH: 10.0 KEY:
P = Pocket Penetrometer
�GRO �TE DRILLED: 5-7-20 Note: All depths are measured in feet.
SZ WATER LEVEL 1 SEEPAGE: DRY
N= Standard Penetration P�TE 30a
1 WATER LEVEL (UPON COMPLETION): DRY Resistance
d
�
�
N
0
0
�
�
0
z
�
�
z
a
�
0
LOG OF BORING NO. B-28
Crawleylndependent ScFrool District Football Stadium
Fort Worth, Texas
LATITUDE: 32.60974 p{�ECT NO. Q4.40201028
LONGITUDE: -97.33880
w = e ra oo "- �'_-
�y U t7
= m ��� p STRATUM DESCRfPTION LAYER w z °" �' v a- �> � a � W
r � a w;K F-W 7F u�� F-" zW o= a�
a Y o- ¢ i.- f'1— rn x ��
W � a �mv ELEV./ �z �� g� W No z� �
� � a� DEPTH c�i a� g? a� �� Jll, Y—
SURF. ELEVATION: Unknown � � � a
26.0
LJMESTONE, gray
30 100/1.5„
35 100/1.5��
1 QO/1.5"
40 — -- ----------------------- 40.0
45
COMPLE110N DEPTH: 10.0 KEY:
���""" P = Pocket Penetrometer
�GRO �TE DRILLED: 5-7-20
�Z WATER LEVEL I SEEPAGE• DRY Note: All depths are measured in feet.
N= Standard Penetration P�.� 30b
t WATER LEVEL (UPON COMPLETION): DRY Resistance
s LOG OF BORING NO. B-29
� Crowiey Inclependent Schoo! District Football Stadium
� Fort Warth, Texas
Z LATITUDE: 32.60918 pRO,IECT NO. 04.40201028
� LONGITUDE: -97.33959
�
z �u
�
¢ Z o o � a r
I- W F� a° }.0 C7
� = m � F„ p� STRATUM DESCRIPTION LAYER W W �� y F; � a �> o�.a.- a�
a �� Yo� ar dg � oix uZiy F-= oN
� W v}i a vm� ELEV./ 3z �� g� � y z� u
a ° N a� DEPTH U gZ ag '3 -'� cYi=
i SURF. ELEVATION: Unknown ,°n � � �
�
� FAT CLAY (Cli), dark brown, moist, stiff, with traces of
�
� silt and calcareous nodules
� P = 1.75
�
w
U
O
�
� P = 1.25
� 4.0
� FAT CI�4Y (CF�, light brown, moist, hard, with traces of
S 5 silt and calcareous nodules
0
P= 4.25 23 67 22 45
0
0
N
�
F-
U
� P = 4.50
0
g 8.0
w FAT CLAY (CF�, tannish brown, moist, hard, with
� traces of silt and limestone fragments
W P = 4.50+
o'
a 10
m
�
�
0
U
a
rn
0
�
¢
�
00 P = 4.50+ 14
J
�
� 15
LL
�
(�
O
�
O
w 17.5
a WEATHERED LJMESTONE, tan
°' N = 50l5'
�
w
�
¢
¢
�
� 2�
�
�
_
n
�
t
0
�
�
�
C
6
J
�
)
J
�
)
� COMPLE110N DEPTH: 40.0 KEY:
; DATE DRILLED: 5-1-20 P= Pocket Penetrometer
. �CaRO Note: All depths are measured in feet.
SZ WATER LENEL / SEEPAGE: DRY
N= Standard Penetration P�TE 31a
� WATER LEVEL (UPON COMPLETION): DRY Resistance
a
c�
�
s
s
�
�
�
c�
z
�
0
LOG OF BORING NO. B-29
Crowley Independerrt School Distrtct Football Stadium
LATITUDE: 32.60918 Fort Worth, Texas
PROJECT NO. 04.40201028
LONGITUDE: -97.33959
W e e �e oa� c�"i ��
� o W a�° STRATUM DESCRIPTION �� o� v� F= ^ Z ui � a w Z
= m � f- y v LAYER u+ z� F y F v a c� > c F: a�
a �� Y°� ELEV./ a� d g g� v~i X uZi y ~= o�
w y a t�mv 3Z -1J a� "i u�o z� �
� N a� DEPTH t�i gz aN �3 �� �=
SURF. ELEVATION: Unknown �°, � � �
��n•5" WEATHERED LJMESTONE, tan (continue�
28.0
LIMESTONE, gray
30 �002��
35 � oorz��
4O — 100/1.5"
-- ----------------------- 40.0
45
COMPLETION DEPTH: 40.0 KEY:
���""" DATE DRILLED: 5-1-20 P= Pocket Penetrometer
�GRO Note: All depths are measured in feet.
SZ WATER LEVEL 1 SEEPAGE: DRY N= Standard Penetration
t WATER LEVEL (UPON COMPLETION): DRY Resistance PLATE 31 b
m
s LOG OF BORING NO. B-30
� Crowley Independer�t School District Football Stadium
� LATITUDE: 32.60941 Fort Worth, Texas
�Z PROJECT NO. 04.40201028
c� LONGITUDE: -97.34012
c�
z �
� Z o a �
° " o W a�° STRATUM DESCRIPTION � F' °' v" ~ e Z"� o F a w
s m-+ F- y v LAYER w z � � a c� >
� a w;� r-w �� y� f-� zw
' W w a �m� ELEV./ 3Z �� g� NW u�m Z� oh
a � u� o 0
s � N a� DEPTH U a Z a c�i ' 3 �� cYi =
n SURF. ELEVATION: Unknown �� o� a
e FAT CLAY (CI-I�, dark brown, moist, very stiff to hard,
� with traces of silt and calcareous nodules
; P = 4.50
c
C
J
)
)
� P= 2.50 20 57 19 38
,
� FAT CLAY (Cli�, brown, moist, very stiff, with traces of 4.0
j 5 silt and calcareous nodules
P=3.50
P = 4.40
8.0
FAT CLAY (CF1�, tannish brown, moist, hard, with
traces of silt and limestone
P = 4.5D+ 13
10
P = 4.50+
15
N=33
2�
COMPLETION DEPTH: 40.0 K��
P = Pocket Penetrometer
�GR� DATE DRILLED: 5-1-20 Note: All depths are measured in feet.
.�Z WATER LEVEL / SEEPAGE: DRY N= Standard Penetration
t WATER LEVEL (UPON COMPLETION): DRY Resistance PLATE 32a
a
�
�
�
s
�
a
z
c�
c�
z
�
a
�
❑
LOG OF BORING NO. B-30
Crowley Independerrt School District Football Stadium
Fort Worth, Texas
LATITUDE: 32.60941 pRp�ECT NO. 04.40201028
LONGITUDE: -97.34012
� _
� W e o �e Oa� a �
o "' a �, ° STRATUM DESCRIPTION � ~ °' v' ~ � Z °1 � a ' � w
i m �� O LAYER w z � v a c9 > o a�
� a w;� �w �� v�� f-- zw F'
a Yo : ¢f- O— yx �-x
W y a �m� ELEV./ 3z 3� g� w No Zc� �u�i
� �' a� DEPTH t�i g z a N � 3 �� �-
SURF. ELEVATION: Unknown °� o� a
FAT CLAY (CF�, tannish brown, moist, hard, with
traces of silt and limestone (continue�
27.5
LJMESTONE, gray
30 �ooi�.zs^
35 100/1.5"
����.5��
40 — -- ------=---------------- 40.0
45
COMPLETION DEPTH: 40.0 KEY:
DATE DRILLED: 5-1-20 P= Pocket Penetrometer
�GRO Note: All depths are measured in feet.
.SL WATER LEVEL / SEEPAGE: DRY N= Standard Penetration
t WATER LEVEL (UPON COMPLETION): DRY Resistance PLATE 32b
�
�
>
�
a
�
m
J
�
�
c�
�
LL
m
? LOG OF BORING NO. B-31
� Crowley Independent School District Football Stadium
� LATITUDE: 32.60976 Fort Worth, Texas
� PROJECT NO. 04.40201028
� LONGITUDE: -97.34016
�
w o o c"i � �
' �` o W a�° STRATUM DESCRIPTION �~ � F N F ~� Z W o F ��
v a c7 >
: _ � -' �3� LAYER a� o— ~ ~v ZW F-x
' W ai a �m� ELEV./ 3z �� a� �o No Z� c°�w
'' � N a� DEPTH t�� a? a N 3 J� cYi =
� SURF. ELEVATION: Unknown y~ �o a
' FAT CLAY (CF�, dark brown, moist, very stiff, with
! traces of silt and calcareous nodules
; P = 3.50
2.0
FAT CLAY (CI-q, brown, moist, very stiff, with traces of
silt, calcareous nodules and ferrous nodules
P = 2.50 18
5 P = 2.50
P = 3.50
8.0
LEAN CLAY (CL), tannish brown, moist, hard, with
traces of silt and limestone
P= 4��* 15 38 16 22 120 3.6
10
P = 4.50+
15
18.0
N= 50/6�� WEATHERED LIMESTONE, tan
20
N= 7e - with clay seams and traces of gray limestone between
23 feet to 24.5 feet
COMPLE710N DEPTH: 40.0 KEY:
P = Pocket Penetrometer
�GRO �►TE DRILLED: 5-2-20 Note: All depths are measured in feet.
SZ. WATER LEVEL 1 SEEPAGE: DRY N= Standard Penetration
t WATER LEVEL (UPON COMPLETION): DRY Resistance PLATE 33a
�
�,
0
>
�
a
�
m
J
�
�
�
�
LL
a
�
�
s
0
�
0
�
�
�
Z
a
�
0
LOG OF BORING NO. B-31
Crowleylndependerrt School District Football Stadium
Fort Worth, Texas
LATITUDE: 32.60976 p1ZpJECT NO. 04.40201028
LONGITUDE: -97.34016
W e e �o oe � �o
= m � F�� STRATUM DESCRIPTION LAYER � W � F y� F� Z w �� ��
o " y o°°" ELEV./ 3 Z°� g� g o N o Z� ��,
a� DEPTH c�.� a Z na. N � 3 �� Y=
SURF. ELEVATION: Unknown u°, �� a
WEATHERED LIMESTONE, tan (continue�
28.0
LJMESTONE, gray
30 100��.5��
35 �ooi�.2a��
40 — �oon��
-- ----------------------- 40.0
45
COMPLETiON DEPTH: 40.0 KEY:
P = Podcet Penetrometer
�GRO �TE DRILLED: 5-2-20 Note: All depths are measured in feet.
SL WATER LEVEL / SEEPAGE: DRY N= Standard Penetration
t WATER LEVEL (UPON COMPLETION): DRY Resistance PLATE 33b
m
J
�
�
0
U
�
�
}
�
K
m
J
�
�
c�
�
LL
F
0
�
O
�
O
W
r
a
�
�
w
�
a
�
¢
0
0
�
c�
�
LL
m
� LOG OF BORING NO. B-32
� Crowley Indepenrlent School DistNct Football Stadium
� Forf Worth, Texas
Z LATITUDE: 32.61011 pRp,IECT NO. 04.40201028
� LONGITUDE: -97.34016
�
= W o oe LL ��
' � o W a � ° STRATUM DESCRIPTION � F' °' v �' ~ � Z w Q � � �
V d C9 9
; F in a W; o� LAYER F W � F v�i r= F�- z w
; W �� �—°� ELEV./ �Z �� gg `�w yy Zv �;
c � y y am� DEPTH u ��J g? aN �3 �LL cYi=
� SURF. ELEVATION: Unknown N� o a
' FAT CLAY (CFI�, dark brown, moist, stiff, with traces of
? silt and calcareous nodules
; P = 1.75
i
3.0
P= ���5 LEAN CIJ1Y (CL), brown, moist, stiff to hard, with
traces of silt and ferrous stains
5 P = 4.50
P= 4.50+ 16 38 15 23
8.0
FAT CLAY (Cli�, tannish brown, moist, hard, with
traces of silt
P = 4.50+
io
- with traces of tan limestone beiween 13 feet to 20 feet
P = 4.50+ 19
15
P = 4.50+
2�
23.0
N = 50/6�� UMESTONE, gray
COMPLETION DEPTH: 40.0 KEY:
P = Podcet Penetrometer
�GQD DATE DRILLED: 5-2-20 Note: All depths are measured in feet.
�Z WATER LEVEL! SEEPAGE: DRY N= Standard Penetration
� WATER Ltl/EL (UPON COMPLETION�: DRY Resistance PLATE 34a
W
m
0
>
�
a
�
m
J
�
�
c�
�
�
a
c�
m
s
s
�
a
�
�
c�
z
LL
Q
�
0
LOG OF BORING NO. B-32
Crowley Independerrt School District Football Stadium
LATITUDE: 32.61011 Fort Worth, Texas
PROJECT NO. 04.40201028
LONGITUDE: -97.34016
W e o >-e oe v �n
�` o W a�° STRATUM DESCRIPTION �~ °' v" v a �� � a W Z
� 00 a i-u;� LAYER FW �� u~i� �-' zw �� ��
a �co • ¢F- Qg g wx �� �= ou�
W y a �m� ELEV./ 3z JJ g� W�o z� �
� y a� DEPTH t�,� g Z a N 3 J LL �_
SURF. ELEVATION: Unknown ° � � a
LJMESTONE, gray (continuec�
30 100/1.25"
35 �ooi�.5��
1wrz^ ----------------------- 40.0
40 — — —
45
COMPLETION DEPTH: 40.0 KEY:
���""" DATE DRILLED: 5-2-20 P= Pocket Penetrometer
�GRO Note: All depths are measured in feet.
SZ WATER LEVEL / SEEPAGE: DRY N= Standard Penetration
1 WATER LEVEL (UPON COMPLETION�: DRY Resistance PLATE 34b
Y
U
°�
�
J
Vl
U
7
�
O
0
�
c�
�
LL
a
� LOG OF BORING NO. B-33
� Crowleylndependerrt School District Football Stadium
'= LATITUDE: 32.61045 Fort Worth, Texas
PROJECT NO. 04.40201028
� LONGITUDE: -97.34016
�
� W a o ro 00 � ��
' � o W a�° STRATUM DESCRIPTION �~ °` �' � n. �> o F a�
LAYER F w ~ �'-' z w
; S m J F- NQ 7F- yh
� a �� Yo� ELEV./ az �� g� Nw Ny z� � i
� 0 ui � �mW 3p � a� g� Go �w
a� DEPTH p a Z a a 3 o N � N
� SURF. ELEVATION: Unknown �, t� a
' FAT CLAY (CFI�, dark brown, moist, stiff to very stiff,
! with traces of silt and calcareous nodules
; P = 3.00
P = 1.00
4.0
LEAN CLAY (CL), brown, moist, stiff, with traces of silt
5 and calcareous nodules
P= 1.50 21 47 17 30
6.0
FAT CIAY (CI-I�, light brown, moist, hard, with traces of
silt and ferrous stains
P = 4.50
P= 4-� - with limestone seams between 9 feet to 10 feet 18
10
13.0
FAT CLAY (CF1�, tannish brown, moist, hard, with
traces of silt and weathered limestone layers
P= 4•�* 16 115 3.5
15
17.0
WEATHERED LJMESTONE, tan
N = 50/3"
20
23.0
N=50/5° UMESTONE, gray
COMPLETION DEPTH: 40.0 KEY:
DATE DRILLED: 5-4-20 P= Podcet Penetrometer
�GRO Note: All depths are measured in feet.
SZ WATER LEVEL / SEEPAGE: DRY N= Standard Penetration
t WATER LEVEL (UPON COMPLETION): DRY Resistance PLATE 35a
a
�
�
s
s
�
a
�
�3
c�
z
LL
a
�
0
LOG OF BORING NO. B-33
Crowley lndependent School District Football Stadium
LATITUDE: 32.61045 Fort Worth, Texas
PROJECT NO. 04.40201028
LONGITUDE: -97.34016
�_
� W � o �o Oo V ��
o W a�° STRATUM DESCRIPTION �'' °' v" ~� Z W � a ��
� g a w;� LAYER ¢F v� NF= u~ix ZW �_ ��
W y Q v—m°v ELEV./ 3 z .�� g� W y o z� c°�
� ��a � DEPTH t�i a gZ na.N �3 �� �=
SURF. ELEVATION: Unknown � � �o a
LJMESTONE, gray (continuec�
30 �oo�o.�s��
35 �ooi�.5��
� �R�i
40 — -- ----------------------- 40.0
45
COMPLE110N DEPTH: 40.0 KEY:
���""" DATE DRILLED: 5-4-20 P= Pocket Penetrometer
�[',aRO Note: All depths are measured in feet.
SZ WATER LEVEL 1 SEEPAGE: DRY N= Standard Penetration
.._L WATER LEVEL (UPON COMPLETION): DRY Resistance PLATE 35b
W
�
>
�
a
�
m
J
�
�
c�
�
LL
U
= LOG OF BORING NO. B-34
� Crowley Independent School IXstrict Football Stadium
'= LATITUDE: 32.61080 Fort Worth, Texas
PROJECT NO. 04.40201028
� LONGITUDE: -97.34012
�
' Z o e � Oe LL ��
� � W a�p ��' o� v� �^ Z �a �z
' = m � � ; � STRATUM DESCRIPTION LAYER F w � � � � � � z w � � a �
� a � � x o � ELEV./ ¢ �- � � g � �a+ u m u� �- � o N
1 p N � Q m W 3 O J J a J J� Q p � W U
a� DEPTH t� a? a N 3 -� IL �=
� SURF. ELEVATION: Unknown ° � � a
I FAT CLAY (CFI�, brown, moist, very stiff, with traces of
silt and calcareous nodules
P = 3.50
P = 2.50
4.0
LEAN CLAY (CLj, light brown, moist, hard, with traces
5 of silt, calcareous nodules and limestone fragments
P = 4.50 14
P = 4.50
P= 4��* 16 28 15 13
10
13.0
FAT CLAY (CF�, tannish brown, moist, hard, with
traces of silt and limestone seams
P = 4.50+
15
16.0
WEATHERED UMESTONE, tan
N = 50/3"
20
22.0
LJMESTONE, gray
COMPLETION DEPTH: 40.0 KEY:
DATE DRILLED: 5-4-20 P= Pocket Penetrometer
�GRO Note: All depths are measured in feet.
SZ WATER LEVEL/ SEEPAGE: DRY N= Standard Penetration
t WATER LEVEL (UPON COMPLETION): DRY Resistance PLATE 36a
�
�
�
a
�
m
J
�
�
�
�
LL
a
c7
m
s
s
�
a
�
�
c�
z
LL
Q
�
0
LOG OF BORING NO. B-34
Crowley Independent School District Faotball Stadium
Fort Worth, Texas
LATITUDE: 32.61080 pROJECT NO. 04.40201028
LONGITUDE: -97.34012
W e e �e oe � �n
� o W°' �° STRATUM DESCRIPTION �~ °' v" ~� Z W � a W Z
= m �� H ar LAYER w z t= v a t� > � w
a �� YO� ELEV.! a� Q� g� u~aiK NVW-1 �= oN
0 Ul fQ OmW 3 � J'J 4'� J C �� �W V
r�� a� DEPTH c> a Z na. N 3 J LL. ��
SURF. ELEVATION: Unknown y� � �
1ooro.�5�� UMESTONE, gray (continue�
30 ����„
35 �ooi�.5,�
40 — �ooi�.s„
-- ----------------------- 40.0
45
COMPLETION DEPTH: 40.0 KEY:
,,,���""" DATE DRILLED: 5-4-20 P= Pocket Penetrometer
�GRO Note: All depths are measured in feet.
SZ WATER LEVEL I SEEPAGE: DRY N= Standard Penetration
t WATER LEVEL (UPON COMPLETION�: DRY Resistance PLATE 36b
�,
�
0
>
�
a
�
m
J
�
�
�
LL
a
�
m
� LOG OF BORING NO. B-35
o Crowley Inde�sendent School District Football Stadium
� LATITUDE: 32.69038 Fort Warth, Texas
z� PROJECT NO. 04.40201028
c� LONGITUDE: -97.33864
�
z �
¢ W o e Y a' O 8' V `�j �
� = m � F�°� STRATUM DESCRIPTION LAYER w z �' ►v- ` c~—i a�> o F ��
5� m�
n~. � g Yo� ELEV.! az ag g� �� yy z� �;
� y y am� DEPTH 3c�i J aJ g? aN �3 -'� cYi=
SURF. ELEVATION: Unknown ° � � a
FAT CLAY (CFi�, dark brown, moist, stiff to hard, with
traces of silt and calcareous nodules
P = 4.50
P= 1.50 23 65 17 48
4.0
FAT CLAY (CFI�, brown, moist, very stiff, with traces of
5 silt and calcareous nodules
P = 2.25
6.0
FAT CLAY (Cli�, light brown, moist, hard, with some
calcareous deposits
P = 4.50
8.0
FAT CLAY (Cli�, tannish brown, moist, hard, with
traces of silt and limestone seams
P = 4.50+
10 -- ----------------------- 10.0
15
20
COMPLETION DEPTH: 10.0 KEY:
DATE DRILLED: 5-7-20 P= Podcet Penetrometer
�GRO Note: All depths are measured in feet.
SZ WATER Ltl/EL1 SEEPAGE: DRY N= Standard Penetration
t WATER LEVEL (UPON COMPLETION�: DRY Resistance PLATE 37
�
�
0
>
�
a
�
m
J
0
�
�
�
�
a
�
ro
�
0
�
0
z
�
�
z
�
LL
a
�
0
LOG OF BORING NO. B-36
Crowley Independent Schaol District Football Stadium
Fart Worth, Texas
LATITUDE: 32.61075 p�p�ECT NO. 04.40201028
LONGITUDE: -97.33863
� W o o �o 00 �- ��
U `� c�
o W a,�,z ° STRATUM DESCRIPTtON �'' °° v` ~�` Z w o a Q�
= m �� t7 LAYER w z � � a c7 >
�- � a W3� HW �� yF F" 2W FS
°. r g Y°' ELEV./ ¢�- c3r g g� wa X w m o N
� N fQ OmLLI �0 JJ Q'J JO QO �{{� V
a� DEPTH v a? o. c, 3 �� �=
SURF. ELEVATION: Unknown ° � � a
FAT CLAY (CFI�, dark brown, moist, very stiff, with
traces of sand and silt
P = 2.50
2.0
FAT CI1�Y (CF�, brown, moisf, hard, with traces of silt
and calcareous deposits
P = 4.50
4.0
LEAN CLAY (Cl.a, light brown, moist, hard, with
5 calcareous deposits
P=4�+ 13 42 13 29
6.0
FAT CLAY (Cli�, tannish brown, moist, hard, with
limestone seams
P = 4.50+
N=29
10 -- ----------------------- 10.0
15
20
COMPLEiION DEPTH: 10.0 KEY:
DATE DRILLED: 5-7-20 P= Pocket Penetrometer
�GRO Note: All depths are measured in feet.
SZ WATER LEVEL! SEEPAGE: DRY
N = Standard Penetration
1 WATER LEVEL (UPON COMPLETION�: DRY Resistance PLATE 38
e
� LOG OF BORING NO. B-37
� Crowley Independerit School District Football Stadium
� LATITUDE: 32.61077 Fort Worth, Texas
PROJECT NO. 04.40201028
? LONGITUDE: -97.33903
�
�_
- W e e �-a oo � �;
� �� a o �� o� Uo �.: zw �Q, w
' = m � � � � STRATUM DESCRIPTION LAYER F W � � � � � a Z W � � � �
; W �� v°v ELEV./ 3Z �� g� Nw No Z� �y
' � y� amz DEPTH c�i gz ac�, =3 Ju' o=
� SURF. ELEVATION: Unknown ,°� � � a
' FAT CLAY (CF�, brown, moist, very stiff, with traces of
calcareous and ferrous nodules
P= 3.00 22 54 19 35
P = 2.00
4.5
5 FAT CLAY (CFI�, brownish tan, moist, hard, with
P - 4�� limestone seams
P = 4.50
N=23
10 -- ----------------------- 10.0
15
20
COMPLE110N DEPTH: 10.0 KEY:
DATE DRILLED: 5-7-20 P= Pocket Penetrometer
�GRO Note: All depths are measured in feet.
SL WATER LEVEL! SEEPAGE: DRY N= Standard Penetration
t WATER LEVEL (UPON COMPLETION�: DRY Resistance PLATE 39
m
J
�
�
�
U
�
�
r
�
¢
�
m
J
�
�
�
�
LL
a
�
�
�
s
S
a
�
c�
�
z
LL
Q
�
0
LOG OF BORING NO. B-38
Crawley Independent School District Football Stadiurri
Fort Worth, Texas
LATITUDE: 32.60980 pRQ�ECT NO. 04.40201028
LONGITUDE: -97.33899
W� o Ya' Oo V ��
� o W°''r ° STRATUM DESCRIPTIOPI �''" �' �' ~� a w Q F ��
� r u�o LAYER Fw ~ �a zw
7 1- �/y F
°- � g x°� ELEV./ a�- o� g QJ � y'� vi rn F= = o w
W y a UmU �?Z JJ aJ W y Z� U
� N a� DEPTH v g? ag �3 Jll Y=
SURF. ELEVATION: Unknown �°, �� a
FAT CLAY (CI-f), brown, moist, very stiff to hard, with
traces of silt, calcareous and ferrous nodules
P = 4.50+
P = 4.50+
5 P=a.00
7.0
P= 4.25 FAT CWY (CF�, light brown, moist, hard, with 16 50 15 35
calcareous deposits 8 0
FAT CLAY (CHJ, tannish brown, moist, hard, with
P = 4.50+ limestone seams
10 -- ----------------------- 10.0
15
2�
COMPLETION DEPTH: 10.0 KEY:
DATE DRILLED: 5-7-20 P= Pocket Penetrometer
�GR� Note: All depths are measured in feet.
SZ WATER LEVEL 1 SEEPAGE: DRY N= Standard Penetration
t WATER LEVEL (UPON COMPLETION�: DRY Resistance PLATE 40
�
m
a
r
�
a
�
m
J
�
�
c�
�
LL
�
� LOG OF BORING NO. B-39
� Crowley Independerit School Distr(ct Football Stadium
� LATITUDE: 32.61004 Fort Worth, Texas
PROJECT NO. Q4.40201028
2 LONGITUDE: -97.33860
�
z o e � ��
w � � �,
' r` J N a�° STRATUM DESCRIPTION �~ � F � F ~ a Z W o F ��
: x m ��- o LAYER Fw ~ �a zw
i Q � N O-;°v E L E V./ 3 z °� 5� N w y h Z� o
v1 a mW p aJ g� No �W V
� �� SURF. ELEVATION: Unknown DEPTH v °' � a N 3 0� o a
FAT CLAY (CFn, brown, moist, very stiff, with traces of
silt, calcareous and ferrous nodules
P = 3.25
P = 3.00
5 P = 2.25
6.0
FAT CLAY (CFq, IigM brown, moist, hard, with traces of
silt and calcareous deposits
P = 4.50
8.0
LEAN CLAY (CL), tannish brown, moist, hard, with
limestone seams
P=4��' 13 38 17 21
10 -- ----------------------- 10.0
15
20
COMPLETION DEPTH: 10.0 KEY:
DATE DRILLED: 5-7-20 P= Pocket Penetrometer
�C�RO Note: All depths are measured in feet.
SL WATER LEVEL / SEEPAGE: DRY N= Standard Penetration
t WATER LEVEL (UPON COMPLETION): DRY Resistance PLATE 41
�
�
�
s
s
�
�
0
z
�3
�
z
¢
�
0
LOG OF BORING NO. P-1
Crowley Independent School District Football Stadium
Fort Worth, Texas
LATITUDE: 32.61168 pROdECT NO. 04.40201028
LONGITUDE: -97.34015
� N W � o d' O e V ��
� p w a�0 �� 0� V� �^ Zui Ka rcw
= m ���, � STRATUM DESCRIPTION LAYER w z F- v n. c7 > p a
F- � a w;� F. W�� y� f-„ z w F,= �
°' }� Y°� ELEV./ ¢ f- o� g� '� w �l �A o u~i
W M Q VmV � Z Jj aJ Ul p Z� U
� N a� DEPTH c�,� a z a N � 3 J IL Y—
SURF. ELEVATION: Unknown y� � a
FAT CLAY (CF1�, brown, moist, stiff to very stiff, with
traces of silt and calcareous nodules
P = 1.50 �
P = 2.50 24
5 P = z.eo
24
6.0
FAT CLAY (CIi�, brown, moist, hard, with traces of sifE
and weathered limestone fragments
P = 4.50 21
8.0
N= ts WEqTHERED LIMESTONE, tannish brown, moist
12
10 -- ----------------------- 10.0
15
2�
COMPLETION DEPTH: 10.0 KEY:
���""" DATE DRILLED: 6-23-20 P= Pocket Penetrometer
�GRO Note: All depths are measured in feet.
SZ WATER LEVEL 1 SEEPAGE: DRY N= Standard Penetration
1 WATER LEVEL (UPON COMPLETION): DRY Resistance PLATE 42
�
m
0
}
�
a
�
m
J
�
�
c�
�
LL
�
� LOG OF BORING NO. P-2
; Crowley Independent Schooi District Fooiball Stadium
; Fart Worth, Texas
- LATITUDE: 32.61156 pROJECT NO. 04.40201028
3 LONGITUDE: -97.33850
�
� z o o r� oo LL ��
� 0 W a�o �r" oo v' ~^ Z �-Q wn
' = m ��„� STRATUM DESCRIPTION LAYER w z �� v o. �> o F ��'
. F W �� N� H� Z W �
� W ai ¢ vmW ELEV./ �o �� g� go yo jW � n
� `� a� DEPTH o aZ a`�'' 3 0� oa
� SURF. ELEVATION: Unknown �, �
' FAT CLAY (CFi�, brown, moist, hard, with traces of
sand, silt and calcareous nodules
; P = 4.50
P= 4.50 23 70 18 52
4.0
FAT CLAY (CFQ, tannish brown, moist, hard, with
5 limestone seams
P = 4.50
P = 4.50
N=30
10 -- ----------------------- 10.0
15
2U
COMPLE110N DEPTH: 10.0 KEY:
DATE DRILLED: 5-7-20 P= Pocket Penetrometer
�GR� Note: All depths are measured in feet.
SZ WATER LEVEL / SEEPAGE: DRY N= Standard Penetration
t WATER LEVEL (UPON COMPLETION): DRY Resistance PLATE 43
m
J
�
�
�
U
W
rn
0
}
�
¢
�
m
J
�
�
c�
�
LL
�
�
�
N
0
s
�
�
0
z
c?
c�
z
LL
¢
K
0
LOG OF BORING NO. P-3
Crowley inclependent Schaal District Football Stadium
LATITUDE: 32.61120 Fort Worth, Texas
PROJECT NO. 04.40201028
LONGITUDE: -97.33708
�_
F W' o >o Oo LL y~
LL J N O.CD Ril- Do i�o ��" Z �d WZ
STRATUM DESCRIPTlON '� � W
i m ���o' LAYER Fw ~ Fa aw �F ��
7 1= y F-
W �� v° v ELEV./ a Z or� aJ � rn ix � N Z� � n
�n a m 3 � a� go yo �w
o y o�. � DEPTH v a Z oa. N g � LL ��
SURF. ELEVATION: Unknown ,°� � � a
FAT ClAY (CF�, brown, moisi, hard, with traces of
sand, silt, gravels and calcareous nodules
P = 4.50+
P = 4.25
5 5.0
P= 4.50+ LEAN CLAY (CL), light brown, moist, hard, with traces 18 49 19 30
of silt, calcareous deposits and ferrous nodules
P=4.so+
8.0
FAT CLAY (CF1�, tannish brown, moist, hard, with
limestone seams
P = 4.50+
10 -- ----------------------- 10.0
15
20
COMPLE710N DEPTH: 10.0 KEY:
DATE DRILLED: 5-7-20 P= Pocket Penetrometer
�GR� Note: All depths are measured in feet.
SZ WATER LEVEL / SEEPAGE: DRY
N = Standard Penetration
� WATER LEVEL (UPON COMPLETION): DRY Resistance PLA� �
�
m
0
r
�
¢
�
m
J
�
�
�
�
LL
�
h LOG OF BORING NO. P-4
; Crowley Independent School District Football Stadium
; Fort Warth, Texas
; LATITUDE: 32.61025 p{�p,�ECT NO. 04.40201028
� LONGITUDE: -97.33730
�
� � a+e� o ro 0o LL ��
; p W o �� oa Vo ~^ Z �"a W z
STRATUM DESCRIPTION W o � W
� ��ar
LAYER w z � v a c9 >
� a � g Yo� ELEV./ c� Q~ g�= a�i� zW F-� ��
� Q N N omW �O �� a� go yo jW �u�
a� DEPTH � az QN 3 0� ��
� SURF. ELEVATION: Unknown �, � o� a
' FAT CLAY (CFi), brown, moist, hard, with traces of
! sand, silt and calcareous nodules
; P = 4.50
P = 4.50
4.0
LEAN CLAY (CL), light brown, moist, hard, with
5 calcareous deposits
P= 4.50 15 44 15 29
P = 4.50
- with traces of limestone fragments between 8 feet to 10
feet
P = 4.50
10 -- ----------------------- 10.0
15
20
COMPLETION DEPTH: 10.0 KEY:
P = Pocket Penetrometer
��R� DATE DRILLED: 5-7-20 Note: All depths are measured in feet.
�Z WATER LEVEL / SEEPAGE: DRY
N = Standard Penetration
� WATER LEVEL (UPON COMPLETION�: DRY Resistance PLATE 45
a
c�
m
s
s
�
�
�
�
z
a
�
0
LOG OF BORING NO. P-5
Crowley Independent School District Football Stadium
Fort Worth, Texas
LATITUDE: 32.60911 - pRp�ECT NO. 04.40201028
LONGITUDE: -97.33745
�_
� Z e
iu e �� O o LL r
� u1 a O � Up �; Z �a �z
= m � � � � STRATUM DESCRIPTION LAYER W w � ~ y � � °' z w � � � �
a � g Y o� ¢ F- Ci — rn X �_ ,�
o `� vai o fD W ELEV./ 3 z �� g� W N o z�7 �
a� DEPTH t�i gZ aN �3 -'LL �=
SURF. ELEVATION: Unknown N v o� a
FAT CLAY (CF1�, dark brown, moist, very stiff to hard,
with traces of gravel
P = 4.00
P= 4.so 24 67 23 44
5 P = 3.25
6.0
FAT CLAY (CF�, tan, moist, hard
P = 4.50
-with traces of limestone fragments between 8 feet to 10
feet
P = 4.50+
10 -- ----------------------- 10.0
15
20
COMPLETION DEPTH: 10.0 KEY:
['aR0 �TE DRILLED: 5-11-20 P= Pocket Penetrometer
� �L WATER LEVEL I SEEPAGE: DRY Note: All depths are measured in feet.
N = Standard Penetration
t WATER LEVEL (UPON COMPLETION�: DRY Resistance PLATE 46
m
� LOG OF BORING NO. P-6
� Crowley Independent School District Football Stadium
Q
� LATITUDE: 32.60&59 Fort Woith, Texas
� PROJECY NO. 04.40201028
c� LONG�TUDE: -97.33844
c�
z
¢ �- w' o ro oa° LL ��
� LL J Vl p_ � �F Oc Vo F" Z YV ul Z
; = m ��„ Q STRATUM DESCRIPTION LAYER w z f- � a c� > ��' W
�- a w3K �w �� y� F-'.' zW OF ��
� a �� Y o- a�- c7 g � y x � x ��
0 0 �n a v m W ELEV./ 3 z 3 � g � w y y z� � u�
� N a� DEPTH c�i �? a$ � 3 'J LL cYi =
SURF. ELEVATION: Unknown N� o� a
`-' FAT CLAY (CF1�, dark brown, moist, stiff to very stiff,
�
� with traces of silt and calcareous nodules
� P = 1.25 27
w
v
�
� P = 1.25 �
�
�
U
s 5
d P = 2.00 �
0
0
tv
�
U
� P = 2.25 �
�
8.0
J FAT CLAY (Cli), brown, moist, hard, with traces of silt
LL
H
' P=4.50 24
0
a 10 -- ----------------------- 10.0
m
c�
�
o •
U
�
rn
0
�
�
m
J
�
� 15
LL
O
�
d
�
0
w
¢
i
�
L
2
L
]
� 20
�
L
C
�
]
C
)
1
)
I
�
i
i
COMPLETION DEPTH: 10.0 KEY:
���""" DATE DRILLED: 6-23-20 P= Pocket Penetrometer
�['aR0 Note: Ali depths are measured in feet.
�Z WATER LEVEL / SEEPAGE: DRY N= Standard Penetration
� WATER LEVEL (UPON COMPLETION): DRY Resistan� PLATE 47
a
C9
�
s
s
�
a
0
z
�
�
z
¢
�
0
LOG OF BORING NO. P-7
Crowley Independent School District Football Stadium
Fort Worth, Texas
LATITUDE: 32.60858 p{Zp�ECT NO. 04.40201028
LONGITUDE: -97.33979
� W � e !�e Oe LL �~
o W a�� STRATUM DESCRIPTION �'' °" v' ~� Z°1 � a � W
� m a�i;� LAYER �iz �� ai�; Fa zW o� a�
a � g�Co� a� �- v�x F-= ��
W y a vmv E L E V./ 3Z �� g� . w H a+ Z� �
� N a� DEPTH t�� aJ g? ac�i =3 JIL Y...
SURF. ELEVATION: Unknown y V � d
FAT CLAY (CF�, dark brown to olive brown, moist, very
stiff to hard, wfth traces of ferrous stains
P= 4.50 24 60 21 39
P = 3.50
5 P = z.7s
6.0
FAT CLAY (CI-�, tan, hard, with grayish shaley
inclusions
P = a.50+
P = 4.50+
10 -- ----------------------- 10.0
15
20
COMPLE110N DEPTH: 10.0 KEY:
,,,......���""" P = Pocket Penetrometer
�GRO �TE DRILLED: 5-11-20 Note: All depths are measured in feet.
SZ WATER LEVEL 1 SEEPAGE: DRY N= Standard Penetration
.� WATER LEVEL (UPON COMPLETION�: DRY Resistance PLATE 48
m
� LOG OF BORING NO. P-8
� Crowley Independent School District Football Stadium
� LATITUDE: 32.60799 Fort Worth, Texas
z PROJECT NO. 04.40201028
.? LONGITUDE: -97.33756
�
= Z o e \ LL �F
w
� � a o �� o= ve ��; z� >-
e � W � STRATUM DESCRIPTION °1 0°' a�
; F in a�;� LAYER F W �� v~i� � a z w � f r-
� a �� Yo : ELEV./ a�" �� g� `nx wu� ~= oa
� o �n a vmW 3p JJ a� go �o Z� °
� N a� DEPTH t� a Z oa. N � 3 J IL �-
� SURF. ELEVATION: Unknown ° � �o a
'- FAT CLAY (CFI�, reddish brown, moist, with gravels
i
i
� P = 4.50+ .
2.0
! FAT CLAY (CFn, tan, moist, with calcareous deposits
P-4�� 15 53 17 36
5 P = 4.50+
P = 4.00
- with limestone fragmeMs between 8 feet to 10 feet
P = 4.50+
10 -- ----------------------- 10.0
15
20
COMPLETION DEPTH: 10.0 KEY:
���""" P = Pocket Penetrometer
�GRO �TE DRILLED: 5-11-20 Note: Ali depths are measured in feet.
SZ WATER LEVEL 1 SEEPAGE: DRY N= Standard Penetration
1 WATER LEVEL (UPON COMPLETION�: DRY Resistance PLATE 49
W
o,
0
Y
�
Q
�
m
J
�
�
�
�
�
LOG OF BORING NO. P-9
Crowley Independerrt School District Football Stadium
Fort Worth, Texas
LATI7UDE: 32.60785 pRp�ECT NO. 04.40201028
LONGITUDE: -97.33915
�
W e e �a� oa � �;
= m � F� Q STRATUM DESCRIPTION LAYER F�w, z�� �~ ��. Z W o� a�
a �� Y°� ELEV./ a~ o� g g u� W N h Z� o i
O � fa/l OmW 3� JJ aJ �� QO 7W U
a� DEPTH t� a z n, a �j J u. Y—
Oa
SURF. ELEVATION: Unknown ° � � _,
LEAN CLAY (CL), dark brown, moist, hard, with traces
of gravel
P = 4.50+
P= 4.50 19 48 19 29
4.0
FAT CLAY WITH SAND (CH), brown, moist, very stiff
5 P = 2.50
7.0
P= z�� FAT CLAY (CI-Q, tan, very stiff to hard, with shaley
inclusions
P = a.so+
10 -- ----------------------- 10.0
15
20
COMPLE110N DEPTH: 10.0 KEY:
DATE DRILLED: 5-11-20 P= Pocket Penetrometer
�GRO Note: All depths are measured in feet.
SZ WATER LEVEL I SEEPAGE: DRY
N= Standard Penetration P�� 50
t WATER LEVEL (UPON COMPLETION): DRY Resistance
�
� LOG OF BORING NO. P-10
o Crowley Independent School District Football Stadium
� LATITUDE: 32.60721 Fort Worth, Texas
�C PROJECT NO. 04.40201028
c� LONGITUDE: -97.34141
�
z �u
Q F W e a' �o 00 '� u��
� LL .� vi e.� �� oe va ~^ Z }'� W z
� = m � � ; � STRATUM DESCRIPTION LAYER W z � � � � v a � > o � � �
� a �� Yo- ¢� a� � u~i yy o�
� W ai a �m� ELEV./ 3z JJ g� go No Z� °
a � y a� DEPTH c�i a z a N � 3 J LL cY, =
�i SURF. ELEVATION: Unknown � � � o
�
� FAT CLAY (CFI�, dark brown, very stiff
�
� P=3.50
�
z
w
U
�
� P= 2.50 25 6Q ZQ QQ
�
�
U
�
� 5
P = 2.75
0
N 6.0
� FAT CLAY (CI-Q, tan, moist, hard, with calcareous
�
� deposits and shaley inclusions
� P = 4.50+
�
a
w
J
L1_
U
W P = 4.5Q+
0
a10 -- ----------------------- 10.0
m
�
�
0
U
rn
�'
>
¢
�
m
J
� 15
�
0
c�
0
�
0
w
Q
i
�
L
S
S
]
; 2�
�
L
C
u
�
c
0
i
�
5
�
)
)
)
)
1
1
i COMPLE710N DEPTH: 10.0 KEY:
� ���""" DATE DRILLED• 5-11-20 P= Pocket Penetrometer
. �C�R� ' Note: All depths are measured in feet.
SL WATER LEVEL 1 SEEPAGE: DRY
N= Standard Penetration P�.� 51
t WATER LEVEL (UPON COMPLETION�: DRY Resistance
LOG OF BORING NO. P-11
Crowley Independent Schoo! District Football Stadium
LATITUDE: 32.60688 Fort Worth, Texas
PROJECT NO. 04.40201028
LONGITUDE: -97.34381
>
� W o o �o 00 � �n
� y a�Co �� oo ve �-^ Zui �a Wz
= m �� y p STRATUM DESCRIPTION LAYER w z ��; y F v a t� > Q� ��
r � a w;� ¢� c7- Q yX zw F.s �u�i
W y a V m�j ELEV./ ?� Z J S`-J a S`-J W y y Z(� V
o y a� SURF. ELEVATION: Unknown DEPTH c�i g? a g ' 3 o F a a
FAT CLAY WITH SAND (Cli�, dark brown, moist, hard,
with ferrous stains
P = 4.50+
2.0
FAT CLAY (CF�, dark brown to light brown, moist, hard
P= 4.50+ 21 76 24 52
4.0
LEAN CLAY (CL), tan, moist, hard
� P = 4.50+
P = 4.50+
N= 50/4�� _ with limestone fragments at 8 feet
10 -- ----------------------- 10.0
15
2�
COMPLE110N DEPTH: 10.0 KEY:
���""" DATE DRILLED: 5-11-20 P= Pocket Penetrometer
�GRO Note: All depths are measured in feet.
$Z WATER LEVEL! SEEPAGE: DRY N= Standard Penetration
t WATER LEVEL (UPON COMPLETION�: DRY Resistance PLATE 52
�
�
0
r
�
a
�
m
J
�
�
�
�
LL
m
s LOG OF BORING NO. P-12
� Crowley Independent Schaol Districf Foatball Stadium
o Fort Worth, Texas
� LATITUDE: 32.60686 pRp�ECT NO. 04.40201028
c� LONGITUDE: -97.34630
c�
z �
a F W� a >-e Oo V ��
� = m � a„� STRATUM DESCRiPTION LAYER W z �� y� v a �> p� ��
� W � a �mv ELEV./ �Z �� g� yw yH z� �;
a�
� � y a� DEPTH t�i a Z a c�v = 3 J �' cYi =
� SURF. ELEVATION: Unknown �� o a
�
� LEAN CLAY (CL), dark brown, moisE, hard, with traces
�
� of silt, calcareous nodules and ferrous nodules
� P = 4.25
�
z
w
U
O
�
� P=4.� 3.5 18 41 18 23
� FAT CLAY (CH), light brown, moist, very stiff to hard,
� with traces of silt and calcareous deposits
s 5
P = 3.50
0
0
0
N
�
F
U
W P = 4.50
�
0
�
8.0
J FAT CLAY (CI�, tannish brown, moist, hard, with
; traces of limestone fragments
W P = 4.50 15
�
g10 -- ----------------------- 10.0
m
�
�
0
U
a
rn
0
�
¢
�
m
J
�
� 15
LL
�
�
O
�
W
¢
a
�
w
�
�
0
� 2�
c�
�
LL
2
W
O
Z
�
Y
U
�
�
J
UJ
U
�
C7
O
o COMPLEiION DEPTH: 10.0 KEY:
� P = Pocket Penetrometer
� �GRO �TE DRILLED: 6-3-20 Note: All depths are measured in feet.
SZ WATER LEVEL I SEEPAGE: DRY N= Standard Penetration
.L WATER LEVEL (UPON COMPLETION): DRY Resistance PLATE 53
LL
�
m
s
s
�
�
�
c�
z
LL
�
0
LOG OF BORING NO. P-13
Crowley Independent School District Faotball Stadium
Fort Worth, Texas
LATITUDE: 32.60688 pROJECT NO. 04.40201028
LONGITUDE: -97.34872
F w' o �o Oo � ��
LL p W a�� �~ po Ve �'° zw �a �u�
= m J f, y� STRATUM DESCRIPTION LAYER w z F- v a �>
7F yF: 0�' a �
F � d W 3� F- W F- " Z W �, _ ��
W �� �°v ELEV./ 3Z �� g— hW y� Z� ��n
u� a m a� go No �w
� �' a� DEPTH v a Z a c�i �j J LL �=
SURF. ELEVATION: Unknown ° � `�
oa
� �-
FAT CIAY (CF�, brown, moist, very stiff, with traces of
silt and gravels
P= 2.50 26 73 24 49
3.0
P= 4� FAT CLAY (CF�, brown to light brown, moist, very stiff
to hard, with traces of calcareous deposits
5 P = 2.25
P= a.5o _ W�h traces of gravels and limestone fragments below 7 17
feet
P = 3.25
10 -- ----------------------- 10.0
15
20
COMPLETION DEPTH: 10.0 KEY:
��"" DATE DRILLED: 6�-20 P= Pocket Penetrometer
�PaRO Note: All depths are measured in feet.
.SZ WATER LEVEL I SEEPAGE: DRY N= Standard Penetration
t WATER LEVEL (UPON COMPLETION): DRY Resistance PLATE 54
�
�
>
�
a
�
m
J
�
�
�
�
LL
�
s LOG OF BORING NO. P-14
� Crowley Independent School District Football Stadium
� Fort Worth, Texas
Z LATITUDE: 32.60690 pRp,)ECT NO. 04.40201028
� LONGITUDE: -97.35108
c�
z �
a � W o o }e Oo V ��
� = m ��� a STRATUM DESCRIPTION LAYER w z °' �' v a c9 > o F ��
� a w 3�
hW �F yF H` ZW fF..
� � ELEV./ a�- �� g� y w w y �" � o w
�
m y a c�m° 3Z -'� a� aJo r"o z— °
a � � a� DEPTH c�i °� Z a N = 3 '� LL cYi =
� SURF. ELEVATION: Unknown N� o a
� ��
� FAT CLAY (CF�, dark brown, moist, soft to hard, with
� traces of silt, calcareous nodules, gravels and limestone
¢ P= 0.25 fragments 19 58 19 39
�
w
U
�
� P = 4.50
� - sand seams from 4 feet to 6 feet
�
U
N
� 5 P = 4.50
0 16
0
0
N
�
U
W P=4.25
0
g
w
J
LL
� P = 1.00
�
a10 -- ----------------------- 10.0
m
�
�
0
U
rn
�
0
�
¢
�
m
J
0
� 15
�
�
LL
�
�
O
�
O
W
5
a
�
11
Q
1
7
r ZO
�
�
L
C
u
�
c
0
t
�
)
�
7
�
i
�
a
s
�
�
i COMPLE710N DEPTH: 10.0 KEY:
; P = Pocket Penetrometer
� DATE DRILLED: 6�-20
� GR� Note: All depths are measured in feet.
SZ WATER Ltl/EL / SEEPAGE: DRY
N = Standard Penetration
.� WATER LEVEL (UPON COMPLETION): DRY Resistance PLATE 55
TERMS AND SYMBOLS USED ON BORING LOGS FOR SOIL
Sampler Types
, Thin-wafled Tube ��� Pe� (SPt.ionn � Rs� ( CfP} Ruger Sample � Bag Sample
� LEAN CLAY
WELL-GRADED
� �� `• GRAVEL
: �:
WELL-GRADED
•:` � SANQ
FILL
Material Types
� SANDY LEAN � FAT CLAY
CLAY
'�• • � POORLY GRADED ° �
�'�� GRAVEL � SILTY GRAVEL
POORLY- `'.;:: ..
�-''�'''�� SILTY SAND
� � �• GRADED SAND ,•'-;�'}::�
b'�' v:�:
ASPHALT �P :d° CONCRETE
�= a.�.�.
�. .4.
� SANDY FAT CLAY
� CLAYEY GRAVEL
� CLAYEY SAND
: �Q ; � AGGREGATE
p : BASE
Consistency
Gonslsfen�y _ _ -. ` 8PT (� 61owsRt)�'► _ UCS (TSP}�'� ;
Very Soit < 2 ' < 0.25 =
.,_ .,.._, _ __.. .: ,- : -
Soft 2-4 0.25-0.5 4
Medium SUff - , .f ' . 4 8 _ . � -- - 0 5 1.0
,.�..... . ..�. . . ;.
Stiff .+._ 8 -15 . � . 1.0 - 2.0
_, .
. ,..., _ .. ,,... _....
Ve Stiff 15 30 2 0;4A0 _;
.ry . _ _.._..__..._.�_.,..«. ,. , , , .:.- .
Hard . �> 30� - f . � > 4.0
Moisture
Moisture Contentidip1d1iam m
Dry ; No water ewdent in sample
Moist Sample feels damp.
. . , . ..:.. . ...-.
� _ . ..
Very Molst Water visihle on sample
_ . _ .-, : _ . ..
Wet Sam le bears iree water
Structure�"�
Criterla ior Descrlbing Structure
QescNpiton Crlterla
_ _
Strafified Altematinp layers of varyinp material or color
_ with layers at least 6 mm thick note thickness
_ . _. : ._ _
laminated Alternating layers of varyinp material or color with
, _: the layers less than 6 mm thick, note thickness
..�., u __.u..: _ .. ..
Fissured Breaks alonp definite planes of fracture
wdh Iittle resistance to fracturing _
..: . -. _.. .. :. . _,. : ..--.-.
Slickensided Fracture planes appear polished or
glossy,.sometimes striated
.. __ .. _: �_ .. ._ z_. .:..: .. , r.. _ :. ._ � _ ..__. . .. .:... ., ._._
8lacky Cohesive soil that can be broken down into small
angular lumps which resist further breakdown _
_._ . _ _ - _ :
Lensed Inclusfon of small pockets of differeM soils,
' such as small lenses of sand scattered
, through a mass of clay note thickness
Homoaeneous Same color and annearance throuahout
_.,.. -._.r _. _.. _ _ _:_ .. .
Very Loose _ 0- 4 < 8
Loase 4 -10 8 - 20 �
,,._ .:._ ., _,- ,..- . ,,,.. ..:, �,:.:,
Medfum Dense 1_0 30 , 20 - 60
__. . _ ,.. .. ,
_:. . _
Dense _ 30 - 50._ _ ._ _ 60 -100
Grain Size�
U.S. Standard Sieve
12" 3" 3/4' 4 10 40 200
Boulders Co661es �a��elFlne Coarse Medlum Flne Sift Glay
300 75 19 4.75 2.00 0.425 0.075 0.002
Particle Grain Sfze in Milimeters
Secondary Components
Criterle for Describin Structureidjfbf`'°"'h�
Trace < 5% of sample
...: _ . _
Few 5% to 10% of sample ,.
.,:. , ._._�.. .,:: .... _. ,._ ,...
Little 109�o to 259'0 of sample
Some i 25�'o ta 50% of sam le
Siu Modifiers for Induafons
Pocket Inclusion of different material that is smaller
than the_diameter of the sample
, _ . .. .. : . . _ ..
Fragment Pieces of a whole item - often used with shefl and wood
. . __ _
Nodule A concret(an, a small, more or less rounded botly that is
usualfy harder than the surrounding soil (as in carbonate
nodule) and was formed in the soil by a weathering process
Streak A line or mark of contrastfng color or texture. The mark
or line shauld be paper thin, and it should be natural - not
.� emeer neuend hv nvir�uiinn nr lrimminn ihn e�mnle
Note: Infortnatlon on each boring log Is a compilatlon of subsurfeca conditlons and soll and rock cleselflrattons obtalnad from the flald as well as from
�� R � laboratory testing of samples. Strata hava besn Interpreted by oommonly eccepted procedures. The strafum Ilnes on the logs may be trensttlonal and
appr�clmate In nature. Water level meaaurements refer anly to those o6served at the tlmes end places Indlceted, and may vary wlth tlme, geologlc
condition or oonstruction activity.
References: �'� Pedc, Hanson and Thomburn, (1974), Foundadon En neerina.
mTxDOT, (1999), Taz-142-E. I�boratnry Class�ication of Soils for Enainesri P�saS. p�pTE 56
�ASTM International, ASTM D 2488 StandaN Practice for Descriptbn and Identificahon of Soife.
TERMS AND SYMBOLS USED ON BORING LOGS FOR ROCK
Sampler Types
: Texas Cone Notatlon for Rodc Cors 3am lea
� Rocic Core ', �� Peneiratfon � Bag Sample RC Rack Core sample + depth ir�tenrdl
Test (TCP) Rec Rack Core Sample Recovery (ASTM D21i3)
RQD Rock �uali Desi nation ASTM D6032
Material lj►pes
� LIMESTONE � SHALE �� SANDSTONE � MARL
� LIMESTONE � SHALE ERED � SANDSTONE
�WEATHERED
MARL
Structure
_. :.-. : ...--. ,. ,
Moderatety
Hiphly:
Completely
Residual Soli
Discoloration indicates weathering of rock
material. and discontinuiry surtaces _ _
Less than half of the rock material is
decomposed or dislnteQrated to a so11
. _.:,.:. ..
More than half of the mck material Is
decomposed or disintegrated to a soil. .
NI rock material is cecomposed and/or disi�rteprated to
a soil. The original mass structure fs still largely,ir�tact
, _.. .. ..�, - n..._.. �._ ,.
All rock material is converted to soil. The mass
Hardness
IVery Saft ; Can be carved with a knife. Can be excavated readily with
! point of pick Pleces 1' or more in thfcimess can be broken
by finper pressure Readily scratched with finpematl _
: .
Soft Can be gouped or grooved readlly with knife or pick
point Can be excavated in chips to pieces several
inches in size by moderate blows wfth tha pick pofnt.
. . ,,..,
Small, thm pleces can 6e broken by finger.pressure_
Medium Can be grooved or gouged Ya" deep by firm pressure on Imife
`ar pick poir�. Can he excavated in small chips to pieces
about 1' maximum size bX hard b�ows with fhe point of a pick
Hard � ; Can be scratched with knife or pick only with dlfficuKy. Hard
blow of hammer requ(red to detach a hand specimen
Very Hard Cannot 6e scratched with kniie or sharp pick.
Breaking of hand specimens requires several
> hard blows fram a hammer or oick
Grain Sizen�
U.S. Standard Sieve
3" 3!4` 4 10 40 200
Gravel Sand
Coarse Fine Coarse Medlum Fne
75 19 4.75 2.00 0.425 0.075
Particle Grain Size in Milimeters
Secondary Components�
Crlterla for DescNbin Structure
Trace ' < 59�0 of sample
. .. _ ._ _.:._ .,:,. .�. _:....
Few :59!qtto 10�'0 of sample
.:..: ..:.:. . . ..:
Little < 10% to 25% of sam le
- --:. _ _ _ _.. .__ .. .
Some 25`Yo to 50% of sam le
T!!Pe . ; Spac�ng ' Thldmess . , - _ Fracture Spacln�
_,. .
Partinp < 1/8 in Laminar _µ.. _.___._ , NA
..., .��_ � �._. ..:. . . .. ,. . __ _._
8eam ;1l8 to 314 in. Extremety thin � Extremely close
' (< 3/4 in.j
__ ,: _ •-
,
. 3J4 fo 21l2 in ' Very thin .._ .,: .N Nery close .._ ,_.. ,
.:.. :. .
Layer ' 212 to 6 in Thfn _ x_ ��� Close
__. .
6 ta 24 fn. � Medium Moderate
.._,a� ....,.__ ...�..__.. ..�..�..�_.._..,,..,.._.. .__:.... .:.._..�
Bed 2 to 7 ft. Thfck Wide _.., .u.�
,:
..�. _ ,., . , _ . . ..._: . _.: _.: .
7 R to 20 ft. Very thick __ Very wide
,::... ..
> 20 ft . ,_ , _ Extremety thick ___. ..... Extremety wide_ ...
Massive < No stratification observed � NA
. . .. _ .,. _
. . . __ ,. --.
Occasional Occurring once or less per foot,yr_,.
_... ._ ., _. ._._ . _ _ _.._ . . .
: Freauentiv �:Occurrina more than once �ar foot
Joir� � A natural fracture along which no displaceme►rt has
,, _ occurred. May occur in parallel groups called sets.
Fracture/ A natural fracture along which differential movement ��
Shear ! has occurred May be slickensided or striated.
...�. ... : ,_.,. .
FauR `A natural fracture alonp which displacement has
Surface Planeri
Curved A moderately undulating surface, with
no sharp breaks or steps. __
._.- .. _. . ...._ .- : -.. _,.:,._
Planar , ' A flat surface
...__ _._...: ._._:..�:..
Stepped : A surtace with asperitles or steps. The height of
the a r' should be estimated or measured.
Very Rough Near vertical steps and ridpes occur on the discondnufiy
Rough Some ridges and side-angle steps are eviden� asperities
_ , are clearly visfble,_surface_feels very.abrasive.
.._...._ .. . ,:--. .. ..
Sltghtly Asperities on the discontinuiiy
Rouph surtaces can be seen and felt
_. �. , _ .
Smooth Surtace appears smooth and feels smooth
_ ,,.. � ... .. . . .. .... .. ..r , , , :.,..,
Slickensided Evidence of nalishina and movemeM are visible.
iight Core pieces on either slde of fracture can be fitted
topether so that no visible void spaces remain.
: .. .
__: ,_ _
Open ; Core pleces on either side of fracture rannot be
Ftted ttphtly topether and voids are vlsible.
. . ,. ,.. ..:: . . .
Healed A completely healed iraciure ar veln is not considered a discorrtinuiry
and sfiould not be included when describing rock core fracturing or
' calculatinp RQD. Thts feature should be described Including a record
of dio. soacino. thiclmess, ivoe of fillina and anv o6served altsration.
Note: Informadon on each boring log Is a compllatlon of sutrsurtece condltlons and soll and rodc classlflcaRons obffiIned from the fleld as well as from
�� R � leboratory testing of ssmples. Straffi have been Interpreted by commonly accepted procedures. The stratum Ilnes on the lo8s may be transitlonal and
apprarlmate In nature. Wa�r level measurements rsfer only to those observ�sd at the tlmes end places IndlCated, and may vary with tlme, gealog�
condltion or wnetruction activky.
References: n� Pedc, Hanson and Thomburn, (1974),
p�ASTM International, ASTM D 2488 Siandard Practice for Descriptlon and Identiflcatlon of Soils.
� Britlsh Stendard (1881), �ode of Practice fior Sfte Inves tb� es 6s3o. PLATE 57:
Crowley Indepenrlent School DisYrict
.�,��a��di� � ._,. ��.a�k�����r��„� �"�������
Laboratory tests were perFormed to help evaluate the engineering properties of the soils. The tests were
performed in general accordance with applicable ASTM test procedures. The testing program included:
1. moisture content,
2. dry unit weight,
3. Atterberg limits,
4. passing No. 200 sieve,
5. overburden swell,
6. unconfined compressive strength of soil,
7. unconfined compressive strength of rock, and
8. soluble sulfate.
The soils were classified according to the Unified Soil Classification System based on visual observation of
the samples and laboratory test results. The results of index and strength tests are presented on the
boring logs. The results of swell tests and soluble sulfate content are presented in Tables 13 and 14,
respectively.
Table 13: Swell Test Results
_, - I - - .._ . .._ . _.
. s-
:. . . . I�
. . - .
�' �'� �- • • _ e �
B-1 - --5_0--- 39 �-- 22 _ � 19.8 �_^ 22�8 _ 500 __3.2 ---
B-3 5.0 35 20 ��16.7 , 17.9 500 0.90^ _
B-5 9.0 -- ---54 ' 34 ,�---17.2 -jY 25.8 1000 8.50
� B-6 Y 9.0 49 30 17.3 19.9 1000 1.70
__^ B-7 9.0 46 28___L 13.9 16.6 1000 1.90 __
B-8 3.0 `---- - -- 61 --- 39 � 22.9 25.7 ' 250 ----- 3.10
_�- -- .� _�._, - � _-- i --- -- --
^ B-11 9.0 60 '� 41 16.5 18.9 1000 r� 1.80 '
--�---- '
B-13 7.0 49 � 32 18.7 �-- -- 21.6 750 ' 1.40
-- ----- ----- - ----- ---
-------
B-15 7.0 46 28 14.9 16.4 _ 750 L 1.00
- -- - ----- --�-- -- ---�-- ----- --� ----- - -
B-17 9.0 39 22 15.0 16.5 1000 1.30
----
- -- ----- -------- _� ------ -- - ----- ----
j_ B-19 7.0 ' 43 - � 26 19-5� 21.1- ' 750 - 1.40 �
B-21 3.0 67 47 20.4 25.3 250 5.10
� B-23__ 7.0 __50 _._ .---- 32 14.9--_--L 16.1 � 750 �� _, l_ 0.90 ---
B-24 9A __ 45 _- -__-28 �13.3 � � 15.8_ ^� 1000--- 2.00
I
� B-26 7.0 45 28 � 15.2 15.8 750 _�� 0.40
_
- --- ------�---- --------- - - -.__.�
___B-29 � 5.0 67 � 45 22.8 26.8 500 � 4.50
-- B-31 --- Y-- 9.0 _38 -_- � 22_!L_ 15.2 --.--r_ 17.6 _�_ 1000 ��- 1_30 _-
- --- - -- I
� B-33 5.0 47 30 �^ 20.8 21.9 500 _L 0.80
- --- - -- ---- -- - --k-----
__.__
,__ B-34 __ __9_0___ 28 13 16.3 18.8 1000 1.60
-----�--------� ------------1----�--- -------,
Fugro Project No. 04.40201028 � CROWLEY INDEPENDENT SCHOOL DISTRICT FOOTBALL STADIUM ��aRD
Crowley Indepenaient School District
Table 14: Soluble Sulfate Test Results
Fugro Project No. 04.40201028 � CROWLEY INDEPENDENT SCHOOL DISTRICT FOOTBALL STADIUM �GRD
A summary of the laboratory test results is presented on Plates 58 through 61.
a
; Sheet 1 of 4
� Depth Water Liquid Plastic Plasticity Maximum %<#200 Class- �ry Compressive Strain at
� Boring �ft � Content Limit Limit Index Size Sieve ification Density Strength, Failure
" (%) imm) (p�fl (tsfl (��)
a
� B-� 5.0 19.8 39 17 22
N
� B-� 14.0 13.3 36 17 19
0
o B-� 26.5 8.0 138.8 17.4 2.1
Z B-� 36.5 16.9 123.1 5.2 1.8
�
Z B-2 1.0 36.7 52 22 30
� B-2 7.0 14.1
� B-2 26.5 9.6 131.2 8.3 3.1
�
� B-2 29.0 8.7 135.7 9.1 1.8
s
�
� B-z 35.5 8.5 137.3 168.8 0.5
�
� s-3 1.0 18.6
� B-3 5.0 16.7 35 15 20
s
J
� B-3 26.5 8.0 136.3 68.5 2.0
� B-3 33.5 5.8 143.1 111.1 1.0
� B-4 5.0 21.8 107.1 2.3 15.0
� B-4 14.0 14.6 40 18 22
�
� B-4 26.5 12.3 131.1 14.7 2.0
m
o B-a 30.5 10.2 140.9 43.7 1.5
o B-4 35.5 10.1 142.2 34.8 1.0
N
� B-5 9.0 17.2 54 20 34
�
� B-5 31.5 6.8 139.8 28.2 1.4
�
a &5 38.5 13.Q 134.9 54.6 1.0
W B-s 5.0 18.4 112.2 2.4 14.3
LL
� � 9.0 17.3 49 19 30
W
� B-� 26.5 12.3 128.0 6.1 3.1
a B-6 31.0 8.1 136.6 7.5 3.0
m
� e-� 3.0 23.0
>
o B-� 9.0 13.9 46 18 28
� B-� 32.5 8.0 139.2 68.0 0.9
o B-7 37.0 6.9 141.6 272.2 0.5
}
� B-8 3.0 22.9 61 22 39
m B-8 14.0 15.1 36 17 19
0
� B-8 32.5 10.7 133.1 20.3 1.3
� B-8 36.5 8.8 136.2 48.5 0.8
0
o B-9 3.0 22.5
o s-s 7.0 56 21 35
g B-9 33.5 8.7 144.4 180.5 0.4
W �-�0 3.0 16.1 36 16 20
� �-�0 7.0 16.4
�
o ��0 31.5 7.7 137.5 52.4 1.1
�
; �-�0 36.5 11.1 132.8 23.0 0.9
1
L B-� � 3.0 27.4 94.7 0.8 14.0
J
� �-� � 9.0 16.5 60 19 41
Y
:J
r
� LABORATORY TEST RESULTS SUMMARY
n �GR� Crowley Independerrt School Disirict Football Stadium
J
r ProJect No.
; Fort Worth, Texas 04.40201028 PLATE 58
�
�
N Sheet 2 of 4
�
� Depfh Water Liquid Plastic Plasticity �ximum %<#200 Class- ��' Compressive Strain a
� Boring �� � Conient Limit Limit Index Size Sieve ification Densify Strength, Failure
"' �%) �mm) ���? (tsfl (%)
a
m �-» 31.5 8.2 139.6 91.7 1.d
N
o �-�� 37.5 7.4 137.7 30.1 1.4
�
� ��2 3.0 24.9 99.0 1.0 8.3
Z ��2 7.0 17.9 56 18 38
�
Z B-12 31.5 11.8 128.9 5.9 1.6
� �-�z 36.5 8.8 136.0 15.2 2.0
� &13 7.0 18.7 49 17 32
� 8-13 30.5 8.7 138.5 34.9 1.3
0
� &13 37.5 10.1 135.7 35.4 1.3
�
� �-�4 7.0 15.8 41 16 25
� ��a 14.0 10.3 120.7 6.1 2.9
s
J
� &�a 33.0 7.8 137.9 10.0 1.5
� ��4 38.0 10.1 135.3 34.8 0.2
� �-�s 7.0 14.9 46 18 28
� ��5 32.5 6.8 141.5 38.3 0.7
�
� �-�5 37.0 9.4 144.5 109.4 0.8
o B-16 5.0 22.4 61 20 41
o �-�6 30.5 11.6 134.6 16.6 1.9
� B-16 36.5 6.7 140.4 7.5 1.5
�
W ��� 1.0 16.5 40 19 21
°� �-» 9.0 15.0 39 17 22
� �-�� 19.0 15.8 120.9 11.2 5.8
LL
� �» 30.5 7.8 140.3 49.3 0.8
W
� &» 39.0 12.0 121.9 6.1 1.9
g &18 7.0 51 18 33
m
� �-�$ 32.0 8.7 136.3 28.6 1.0
>
� �-�8 36.5 7.3 144.5 66.3 1.0
A ��9 7.0 19.5 43 17 26
; �-�9 30.5 11.1 133.1 24.7 0.7
e B-�9 35.5 9.1 137.2 40.3 1.0
° �20 9.0 16.4 112.4 3.4 7.9
�
� �-Zo 26.5 9.1 135.2 10.6 1.1
�
` B-20 35.5 7.5 138.6 23.0 1.3
�
; �21 3.0 20.4 67 20 47
� �-z� 9.0 12.3
' s-22 3.0 25.3
i
' s-22 9.0 14.2 40 18 22
� a-z3 1.0 19.5
! a-23 7.0 14.9 50 18 32
�z4 3.0 24.7
a�z4 9.0 13.3 45 17 28 123.9 10.9 4.7
a-zs 1.0 19.7 39 15 24
LABORATORY TEST RESULTS SUMMARY
�GR� Crowley Independerrt School District Football Stadium
ProJect Na.
Fort Worth, Texas 04�40201028 PLATE 59
�
� Sheet 3 of 4
� Wafer Mawmuin o �rY Compressive Strain at
Boring Depth Content Liquid Plastic Plasticity Size �0��� Class- Densit
� (ft.) Limit Limit Index Sieve ification y Strength, Failure
" (%) �mm) (P�fl (tsfl (%)
a'
� �25 7.0 2�.5
N
s B-26 3.0 19.5
N
O
o �-� 7.0 15.2 45 17 28
? s-z6 14.0 17.3 111.7 3.3 7.4
�
Z B-27 5.0 19.6 58 19 39
� B-27 9.0 13.7
� B-28 9.0 17.7 113.3 8.6 6.2
�
� B-28 14.0 19.6 61 22 39
s
¢
� �-28 24.0 15.1 113.2 6.4 11.8
�
� B-29 5.0 22.8 67 22 45
� B-29 14.0 13.5
s
J
� �-� 3.0 19.5 57 19 38
� �-� 9.0 13.5
N &31 3.0 17.5
� 8-31 9.0 15.2 38 16 22 119.5 3.6 4.2
�
& &3z 7.0 15.5 38 15 23
�
a s-32 14.0 18.7
o 8-33 5.0 20.8 47 17 30
N
�v �33 9.0 �7.$
�
W �-� 14.0 15.7 115.4 3.5 5.8
a �-� 5.0 13.7
W �-� 9.0 16.3 28 15 13
LL
� �� 3.0 22.7 65 17 48
W
� �� 5.0 12.6 42 13 29
a B'37 1.0 21.7 54 19 35
m
� �� 7.0 16.1 50 15 35
>
o B-3s 9.0 13.5 38 17 21
a P-1 1.0 32.7
o P-� 3.0 24.2
>
a P-1 5.0 24.2
�
°° P-� 7.0 20.8
0
� P-1 9.0 12.5
�
� P-2 3.0 22.7 70 18 52
0
o P-3 5.0 17.5 49 19 30
�
o P-4 5.0 14.7 44 15 29
Q P-5 3.0 24.1 67 23 44
J
W P-6 1.0 27.3
= P-� 3.0 25.5
�
� P-6 5.0 24.8
Y
; P-6 7.0 20.1
�
L P-� 9.0 24.2
J
� P-� 1.0 24.1 60 21 39
�
Y
J
�
� LABORATORY TEST RESULTS SUMMARY
n �GR� Crowley Independer�t School District Football Stadium
_
Y Project No.
; Fort Worth, Texas Q4.40201028 PLATE 60
�
0
�
v
N
�
�
a
c�
N
O
N
O
0
F
Z
�
�
Z
�
<
�
0
�
�
0
¢
�
E-
U
�
�
0
J
Q
�
HZ
LL
U
❑
W
W
�
O
�
U
m
N
O
d
�
O
�
�
H
U
W
�
O
�
a
�
W
J
LL
F
U
W
�
O
�
a
m
J
(�
�
a
0
U
Depth Water Liquid
Boring �ft � C ( �j nt Limit
P-8 3.0 15.3 53
P-9 3.0 19.3 48
P-10 3.0 25.3 60
P-11 3.0 20.5 76
P-�Z 3.0 18.2 41
P-12 9.0 15.0
P-13 1.0 26.1 73
P-13 ].Q �].Q
P-14 1.0 18.8 58
P-14 5.0 15.9
5heet 4 of 4
Plastic Plasticity �ximum °�<�� Class- �ry Compressive Strain a
Limit Index Size Sieve ification Density Strength, Failure
�mm) (p�fl (tsfl (�,6)
17 36
19 2S
20 40
24 52
18 23
24 I 49
19 I 39
Q LABORATORY TEST RESULTS SUMMARY
�
� �GR� Crowley Independent School District Football Stadium
m
O PruJect No.
� Fort Worth, Texas Qa.ao2o�o28 PLATE 61
LL
�R�
FUGRO USA LAND, INC.
3011 Red Hawk Drive
Grand Prairie TX 75052
(972) 484 8301
Crowley Independent School District
512 Peach Street
Crowley, Texas 76036
March 1, 2021
Re: Fugro Project No. 04.40201028
Attention: Mr. Randy Reaves
ADDENDUM TO GEOTECHNICAL ENGINEERING REPORT
CENTRAL DISTRICT FOOTBALL STADIUM
CROWLEY INDEPENDENT SCHOOL DISTRICT
FORT WORTH, TEXAS
Dea r M r. Reaves:
This letter is an addendum to our geotechnical report for the above referenced project (Fugro Project
No. 04.40201028, dated July 2, 2020). The information included in this addendum should be considered
supplemental to the information contained in the original report and, as such, should be read in
conjunction with the above referenced report. The data presented herein are intended to supersede
only the corresponding specific data in the original report.
Pavement
Hemphill Street is planned to be an arterial roadway. We are not aware of the expected traffic volume.
For the purpose of this report, we assumed traffic volumes and associated parameters for the design of
pavement sections based on guidelines provided in City of Fort Worth Pavement Design Manual, dated
January 29, 2015.
Subgrade Preparation
Pavement subgrade should be prepared in accordance with the recommendations provided in the
Subgrade Preparation section of the original report. However, the thickness of lime treated soil should
be increased to 12 inches.
Fugro USA Land, Inc. � TBPE Firm Registration Np. F-299 � With operating companies throughout the world
T(972) 484-8301 � F(972) 620-7328 � W fugro.com
Central DistricY Football Stadium
Pavement Design Parameters
We assumed the following design parameters for the design.
Table 1: Pavement Design Parameters
.. �- - . • �-
Deign period 30 years
Reliability, (percent) 90
Overall Standard Deviation 0.39 0.45
Concrete Modulus of Rupture @ 28 days 620 psi -�
Concrete Modulus of Elasticity @ 28 days 4,000 ksi -
Subgrade Resilient Modulus 4,120 psi (CBR=3)
Modulus of Subgrade Reaction, k 221 pci -
Drainage Coefficient, Cd 1.0
Load Transfer Coefficient, J 3.0
Initial Pavement Serviceability 4.5 4.2
Terminal Pavement Serviceability 2.5 2.5 ^
Annual ESALs 300,000
Traffic Growth Rate 2.5%
Design ESALs 13,170,000
Pavement Sections
Pavement sections were designed in general accordance with the guidelines provided in AASHTO
Pavement Design Guide (1993) and City of Fort Worth Pavement Design Manual (2015). Based on the
results of the analysis, the following Portland cement sections are recommended.
Table 2: Pavement Section Thickness
. �
Portland Cement Concrete Pavement
TxDOT Item 360, Portland cement concrete 11
TxDOT Item 260, lime treated subgrade 12
Asphaltic Cement Pavement
TxDOT Item 340 Type D, asphaltic concrete 2
TxDOT Item 340 Type B, asphaltic concrete 10
TxDOT Item 260, lime treated subgrade _�_ _`_ �_ 12
The pavement should be reinforced, using at least No. 3 bars on a minimum grid spacing of 18 inches
on center, each way.
Page 2 of 3 � R�
Central District Football Stadium
Closure
We appreciate the apportunity to be of assistance on this project. Please feel free ta contaet us if yau
need additionaf information or if we can be of further service.
� �F����� �F ��.�'9`�,��i
:.:�: �` ,� ; sF ���
S�CiU 1. �F'l.�a��••� �
`�.,+, , � �f
Q��, �, �4��••+Y;,jt,�„��
;��s `•c�us�:�.•'�, ..
��s�.. �� ...
,.�` r
��ti �%�//�� 1G`` ..'
, w �= �2\
'� .>a�. ~=" �-
� �
� �
Page 3 of 3
Very truly yours,
FUGRO USA LANDo INC.
TBPE Firm Registration No. F-299
' /� �.r. _
�
Segu I. Ifham, P.E.
Geotechnical Engineering Manager
�GRO
APPENDIX
GR-0160 00 Product Requirements
ORT ORTH�
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated: October 21, 2020
The Fort Worth Water Deparhnent's Standard Products List has been developed to
minimize the submittal review of products which meet the Fort Worth Water
Department's Standard Specifications during utility construction projects. When
Technical Specifications for specific products, are included as part of the
Construction Contract Documents, the requirements of the Technical Specification
will override the Fort Worth Water Department's Standard Specifications and the
Fort Worth Water Department's Standard Products List and approval of the
speci�c products will be based on the requirements of the Technical Specification
whether or not the specific product meets the Fort Worth Water Department's
Standard Specifications or is on the Fort Worth Water Department's Standard
Products List.
Table of Content
(Click on items to go directly to the page)
Items Page
A. Water & Sewer
1. Manholes & Bases/Components ........................................................... 1
2. Manholes & Bases/Fiberglass ............................................................... 2
3. Manholes & Bases/Frames & Covers/Rectangular ............................... 3
4. Manholes & Bases/Frames & Covers/Round ....................................... 4
5. Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight .. 5
6. Manholes & Bases/Precast Concrete .................................................... 6
7. Manholes & Bases/Rehab Systems/Cementitious ................................ 7
8. Manholes & Bases/Rehab Systems/NonCementitious ......................... 8
9. Manhole Insert (Field Operations Use Only) ........................................ 9
10. Pipe Casing Spacer ............................................................................... 10
11. Pipes/Ductile Iron ................................................................................. 11
12. Utility Line Marker ............................................................................... 12
B. Sewer
13. Coatings/Epoxy ..................................................................................... 13
14. Coatings/Polyurethane .......................................................................... 14
15. Combination Air Valves ....................................................................... 15
16. Pipes/Concrete ...................................................................................... 16
17. Pipe Enlargement System (Method) ..................................................... 17
18. Pipes/Fiberglass Reinforced Pipe ......................................................... 18
19. Pipes/HDPE .......................................................................................... 19
20. Pipes/PVC (Pressure Sewer) .................:............................................... 20
21. Pipes/PVC* ........................................................................................... 21
22. Pipes/Rehab/CIPP ................................................................................. 22
23. Pipes/Rehab/Fold & Form .................................................................... 23
24. Pipes/Open Profile Large Diameter ...................................................... 24
C. Water
25. Appurtenances ....................................................................................... 25
26. Bolts, Nuts, and Gaskets ....................................................................... 26
27. Combination Air Release Valve ..............:............................................ 27
28. Dry Barrel Fire Hydrants ...................................................................... 28
29. Meters ..... 29
..............................................................................................
30. Pipes/PVC (Pressure Water) ................................................................. 30
31. Pipes/Valves & Fittings/Ductile Iron Fittings ....................................... 31
32. Pipes/Valves & Fittings/Resilient 5eated Gate Valve .......................... 32
33. PipesNalves & Fittings/Rubber Seated Butterfly Valve ...................... 33
34. Polyethylene Encasement ..................................................................... 34
35. Sampling Stations ................................................................................. 35
36. Automatic Flusher ................................................................................. 36
�
0
N
O
N
�
N
O
T
�
�
y-+
�
�
Q
�
H
azH
���
aaa
�wa
OW�
N�z
U��,�„�
�
�
x
H
x
�
H
x
c�
�
N
O
N
�
�
N
O
�
�
N
.�
N
'�
Q
�
�
��'a
O�V
E''�O
w A a
OW�
H�z
V � �
�
0
x
H
x
�
��/
w
F�I
�
�
0
a
a
m`
v
c
�
m
'oa
O
0
0
N
O
N
�
N
O
�
�
�
�
(Lf
�
Q
�
H
��'a
O�V
E"'�O
w A a
OW�
Hdz
U 'i� F
�
0
x
E�
�
�
E�
G4
Lo
0
N
O
N
�
N
O
�
'a
N
.�
CII
�
Q
�
H
�za
O�V
E"' � O
w A a
O W �
H�z
�3H
�
,
x
�
x
�
�
x
w
O
N
O
N
�
N
O
�
�
N
�
CQ
�
Q
�
�
az�
���
�aa
OWa.,
OW�
H�z
U � F
�
x
E-+
GG
�
E-�
QC
w
�
_
0
a
�
�
�
�
�
.m
0
0
0
N
O
N
�
N
O
�
a
N
�
c0
'�
Q
�
�
�za
O�U
E''�O
� A a
OW�
H�z
�3H
�
�
x
H
x
�
H
x
w
�
�
0
a
�
�
-�
_
�
�
m
0
�
0
�
0
N
O
N
�
N
O
�
�
N
.-.
c�
�
o..
�
�
p�Ha
O�U
3H�
�aa
0 W� p.,
OW�
F d Z
U � E,�„�
�
�
vi
v
E
y
�. �
w m
-d q
v �
�
.� _ �
ai Q
c.
ai
.n
ro
�
c
.n °��' b a
v
iv y � o
'� p a
v � � o '�
� � H �
v; � � 3 x
•y ;� «
,a _ � � b
U � p �
� �
•V � .� a
N �
�, � � ;
V �
a�
0
m
� � H
�
�
�
�
�
�
�
N
�
F.
VV�
�I�����
w
Q/
p
N
.0
N
1i
V
%,
�
�
❑
m
�
� a � p p a
.c" .� .c" .� .� `
� d � d � �
a; rx a: x a; �
� � � � �
�-���� �
� � � � � c
v c v v c
w w W w W
�
0 000
i N O N �
N '+
O � � O
�
x a
� 'a
F�1 �
Q �
�
� �
0
Y
E"' 3
tx a
O �.�+
i�t _ O
�+�� z
C
�
�
U
O
d
�
�
a
s
0
�
�
a
�
�
u
�
0
v
v
c
N
N
m
0
O
�r
0
N
O
N
�
N
O
�
'II
N
.-.�
N
'a
Q
�
H
��a
O�U
�H�
�aa
�Aa
Oa�
��z
U � �
�
J
x
�
x
�
H
x
w
a
�
u
m
0
N
O
N
�
N
O
r
'�
�
.�
N
�
Q
�
H
�za
O�U
F''d0
DAa
OW�
H�z
U � �
�
:�
x
F
�
�
C��/'
W
h�
U
_
0
a
�
�
a
c
m
�
c
.�
O
0
x
O
N
O
N
�
N
O
�
�
�
.--�
C6
�
Q
�
E"�
�za
OWU
3aA
F' Q O
OWaa.,
OWa
H�z
�3H
�
�
x
H
x
�
F
x
w
0
N
O
N
�
N
O
�
�
N
.—�
c0
'D
Q
�
�
�
�z�
���
� �Y A
OWpa.,
OWa
�
�3�
H
�
�
x
H
x
�
H
a
w
0
N
O
N
�
N
O
�
a
N
.`.�
N
'�
Q
�
h+�
H
a
�
H
a
O
w
0
�
Ei
�
V
H
z
�
a
�
a
A
w
N
�
�
�
C/]
a
U
A
0
�
a
�
�
A
z
H
�
x
E-y
�
�
E-�
�
L�
�
_
0
�
�
�
�
�
�
m
0
�
�
0
N
O
N
�
N
O
�
'�
N
.�
�
�
Q.
�
H
�za
O '`,�W"' V
F''�O
w A a
OW�
H�z
U 3 H
�
�
x
H
x
�
H
x
w
�
�
0
a
�
�
.�
�
�
�
m
0
0
R•
0
N
O
N
�
N
O
�
�
N
.--�
f0
'D
Q
�
�
�za
O�U
�F-+�
aaa
� A a
OW�
��z
�3H
�
x
H
x
�
H
x
w
O
N
O
N
�
N
O
�
�
N
.--�
C�
�
Q
�
F
{�Ei�
O�U
� F�+ �
aaa°
�Aa
OW�
H�z
U � E
�
c�
x
N
Q�
�
H
�
�
0
N
O
N
�
N
O
T
�
�
�i
�
�
Q
�
F
��'a
O�U
3H�
aaa
�Aa
OW�
H�z
V 3 �
�
'1
�
�N
1�
�
�
�
^
0
N
O
N
�
N
O
�
�
N
.--�
CII
'�
Q
�
H
awH
'aA
��o
� A �
OW�
h�z
V � �
�
�
x
H
x
�
�
x
w
�
�
a
�
�
�
�
�
�
m
a
a
O
N
O
N
�
N
O
�
�
N
.--�
CB
'6
Q
�
�
�za
O�V
E''�O
wAa
OW�
H�z
V � H
�
�
x
�
x
�
��/
Fil
�
�
�
0
a
�
v
c
�
�
m
0
0
O
N
O
N
�
N
O
T
�
�
�i
�
�
Q
�
H
��'a
O�U
E"''�O
� A a
OW�
Ndz
V 3 �
�
�
x
F
�
�
E-+
�
L�
O
N
O
N
�
N
O
�
�
�
�
�
�
Q
�
�
z
w
�
a
a
w
A
W
E�+
�
3
W
N
a
�
a
O
w
w
O
�
E�
�
V
h
�
a
H
�
0
�
a
�
A
Z
H
�
x
E--�
�
�
L��/
lit
1�1
�
�
0
a
a
�
v
c
N
m
'on
O
E
�
,�
�
N
�
N
a
3
Ei
�
O
w
0
�
�
U
�
N
O
N
�
N
O
�
�
N
r�
CO
�
�
H
z
w
�
�
�
a
A
w
N
d
�
�
C/]
a
H
�
A
O
a
a
�
�
A
�
H
�
�
x
�
x
�
H
x
w
�
�
a
a
�
�
�
�
�
�
m
a
�
LL
�
0
N
O
N
�
N
O
�
�
N
.--'
fD
�
d
�
�
��'a
O�U
��O
wAa
OW�
�+ d �
U � �
�
'J
x
H
x
�
F
x
w
0
N
O
N
�
N
O
�
�
N
.r
cu
�
Q
�
H
�za
O 'W�"� U
E"''d0
� A a
oa�
H�z
�3H
�
"J
x
H
x
�
H
x
w
O
N
O
N
�
N
O
�
�
N
r.•
CV
�
Q
�
�
��'a
O�U
� Ei �
�a�
�wa
OW�
H�z
V � �
�
�
x
H
x
�
H
x
w
O
N
O
N
�
N
O
�
�
N
�
c0
�
Q
�
H
��"a
O�U
E'�O
w A a
OW�
H cz
�3H
�
J
x
�
a�
�
H
x
w
0
N
O
N
�
N
O
�
'D
N
..-�
N
�
Q
�
E"�
� E"� �
O�U
� �,�., A
�wa
OWa
Hdz
�3H
�
�
x
H
x
�
H
a�
w
0
N
O
N
�
N
O
�
a
�
.�
CQ
'D
Q.
�
�
��'a
O�V
H�O
w A �
OW�
Hd�
U 3 �
�
�
x
E-+
�
�
E-�
�
�
0
N
O
N
�
N
O
�
�
�
-.-�
N
'�
Q
�
H
�z�
���
aa°a
DAa
OW�
H�z
U � �
�
x
E-�
�4
�
C�"/"
Ii1
!�
�
_
0
a
�
v
c
N
m
'en
O
0
�,
N
0
N
O
N
�
N
O
�
'Q
�
�
CQ
a
n
�
H
��'a
O�U
��A
E"''�O
�wa
oW�
��z
V '?✓ H
�
x
E-�
�
�/ �
L '
�
�\
�
�
a
a
�
�
�
�
N
N
OO
�
O
k
0
N
O
N
�
N
O
�
�
�
.-+
N
�
�
�
z
w
�
a
a
A
W
�
3
�
H
a
3
�
O
�I
0
H
U
�
�
a
H
�
0
a
�
�
�
�
L�
L�
�
�
E�
a
�\
N fV N N N � N cV .N+ .-N-
d' V � V � V' � V �O C V'
h
�
U
e �
3 0�0 0 0 0 0 0 �o o � o 0 0 0
3'� � � � ��"'���"'�� � � � �
¢Q ¢ 3¢ 3¢ 3¢�� �°�� �° 3a 3¢ a3 ¢3
a� a ¢ ¢ ¢3���3���¢ Q ¢ Q
¢
x �
Q ;, � a
v oo � =� � Z oo � p ao c v
F� R-1 W
Q Q q Q Q� Q� w' Q Q A
N W P] �T
`� Q
�
H
W W
00 � �
�� �ro � �
� � F O O � � '� Q
a �� o o � U
� v� �n U U ,� ,� ? O O a
� .� �-. .. � U Cg 'd ¢ 6 C
� � :� � �, � � z z H
;, ^o a a .6 .� o d
j a a o o � � � �
f� Q � � ]
� �
M
�
O
ti
O
�
�
(�
M
�.
�
�
3
+��+ °' °' °' °' a a a a n. c.
� 'a" 'a 'a' 'a' 'a' a a 'a", w 'a', 'a'
y N N N N N N N N N N
� � � � � y � � � � � �
v m v v a� a� v
a" cC a" a" w w cC r� a`. a` w
V > > > > > > > > > > >
� w w a, a w w w a a a. w
h
� N N N N � � � N N N
'a"
�
�, �,���� � � �� ��,
� c� m m rn cn cn cn fn cn M �n
�
3
����� � � ����
-0000 0 0 0000
00 N (V N fV N N N N N N
� O� T vt vt �D �D �D �O �D �D
N tV
� cry Nt vt vl .-�+ .-N-� O� T O� O�
�
7
O
�
�
v
c
�
�
m
0
O
M
O
N
O
N
�
N
O
�
�
N
�
C6
'D
Q
�
E"�
��'a
O�U
E"' � O
wAa
Ow�
H�z
U � H
�
�
x
�
x
�
F
�
�
0
N
O
N
�
N
O
�
�
N
.--�
N
'D
Q
�
�
�za
OWV
��A
�wa
w
OW�
h�z
U�E,�„�
�
�
x
�
x
�
H
x
w
0
N
O
N
�
N
O
�
'II
N
�
(�
�
Q
�
�
��'a
O�U
3H�
�aa
� A a
OW�
H�z
�3�
�
x
H
a�
�
H
�
LL�
�
�
0
a
�
�
�
�
�
�
m
0
LL
O
N
O
N
�
N
O
�
�
N
�
f�
'II
Q
�
F
��a
O�U
h�0
w A �
OW�
H�z
U � �
�
�
x
�
x
�
�
x
w
�
�,
0
N
O
N
�
N
O
�
�
�
.-.
cB
'�
Q
�
H
�Wa
H
�
3 a A
�wa
w
�W�
H�z
U '3 F
�
0
.rr
H
�
�
H
a
w
O
N
O
N
�
N
O
�
�
N
�
�
�
Q.
�
�
H
a
3
H
a
O
w
0
�
�
V
H
z
�
a
�
a
A
w
H
�
�
H
�
a
U
A
0
a
a
a
�
A
�
H
�
'
x
H
a�
�
�
x
�
J
�
_
0
a
.�
�
�
�
�
�
m
0
0
�:
a
O
�
O
�
0
ti
w
�
'fl
G
r7
F
z
w
�
�
�
W
A
�
0
3
�
I�
�
a
�
O
�
�
�
�
a
�
z
�
h
x
a
�
a
�
w
0
�
U
O
H
�
�
A
z
W
W
�i
�
W
�
3
�
�
E"�
�
�
�
a
U
A
a
a
�
A
�
�
`�
L '
�
�
N�
/�
I�M
� � �
Aqq-`_'qQq
N (V fV N (V N (V
• cn cn �.j m e cn
a � e
b b� b b b b
O O O O O O O
�������
0000000
�������
��Q����
`¢¢¢¢`¢¢¢
�������
�aa�¢¢¢
�
� H � o x
N
�N F 1 � r N 0�0
�m� N�
Q a
�Z
A
a
�
�����$�
�www ��;��
[����ss
�zzzz��
U
U
d
u � w v v
o 'o 'o 'b o
U U U U U
� � � � �
d w � � �
� U � � � � �
v v v v v m v
/. !. F. r4 .4 � /-.
.-m+ .-�. � .�-. � .-�. .-�.
O O O O O O O
cn m ri cn cn cn m
m m m � �n c� �n
W W O� 00 VJ O� O�
O O O O O O O
CiL��C�GL"cv�
�c��N°�imm
rn rn rn rn rn v v
�
�
0
�
n
d
�
._
a
d
�
�
s
u
0
�
�
0
�
.�
w
�o
g
�
.o
�
0
.�
.�
�
.�
�
�
6
�
�
�
0
W
�
d
�
U
a
w
�
�
�
�
�
.�
°�
'2
a.
`c
0
E
E
�
s
u
�
�
�
.�
°c
�g
d
'L
F
�
i
C
C
R
C
6
0
d
C
u
O
� y
,d,� o
o �
z�
:�
5
�
w
s
C
�
�g
9
O
.�
�
a
9
«
o.
�
0
0
W
#
>
U
�
�
`m
c
�
ia
m
O
,�