HomeMy WebLinkAboutContract 54758-PM110/01/20CSC No. 54758-PM1
00 00 00
S7'ANDARD CONSTRUCTION SPECIFICAT[ON DOCUMENTS
Page 1 of 5
SECTION 00 00 10
TABLE OF CONTENTS
DEVELOPER AWARDED PROJECTS
CITY OF FORT WORTH IDEA Seminary
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102814
Rev�sed March 20, 2020
Division 00 - General Conditions I.ACi RPVICPfi
00 00 00
S'CANDARll CONSTKUC'1'lON SPECIFICATION llOCUMENCS
Page 2 of 5
Technical Specifications which have been modified by the Engineer specifically for this
Project; hard copies are included in the Project's Contract Documents
NDNF
Technical Specitications listed below are included for this Project by reference and can be
viewed/downloaded from the City's website at:
http://fortworthtexas.�ov/tnw/contractors/
or
https://apps.fortworthtexas.�ov/Pro i ectResou rces/
Division 02 - Existin Conditions
02 41 13 Selective Site Demolition
02 41 14 Utili Removal/Abandonment
02 41 I S Paving Removal
Division 03 - Concrete
Division 26 - Electrical
Division 32 - Exterior Im rovements
32 O1 17 Permanent Asphalt Paving Re
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32 O 1 29 Concrete Pavin Re air
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CITY OF FORT WORTH
STANDARD CONSTRUCT[ON SPECIFICAT[ON DOCUMENTS — DEVI3LOPER AWARDF:D PROJrCTS
Revised March 2Q 2020
Last Revised
12/20/2012
12/20/2012
02/02/2016
l 2/20/2012
12/20/2012
12/20/2012
12/20/2012
12/20/2012
12/20/2012
08/21 /2015
12/20/2012
/DF.A Semrnary
102814
Division 31 - Earthwork
Division 33 - Utilities
33 O1 30 Sewer and Manhole Testin�
�33 O1 31 Closed Circuit Television fC'C"I'V} i�isp�ction
33 03 10 Bv ��ss f'uni in � ofE�isiin � Sewer Systems
r �.e
�� �,. � �,. , � rr � c+ «• -
�-94--��
33 04 30 _ Tem����rar� Water Services
33 04 40 Cleani�� and Acce��tance Testin� of Water Mains
33 04 50 Cleanir��� of Sewer Mains
33 OS 10 Utilit� Trench Excav��ticzn. Embedment, and Backfill
2Z� Sx/.,�,.,. i: o T., - i$iu
33 OS 13 Frame, Cover and Grade Rin�s — Cast Iron
33 OS 13.10 Frame, Cover and Grade Rin rs — Com o5ite
33 OS 14
�3-A�6
33 OS 17
33-AS �9
�-3-A�2-�
3�-A��
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33 OS 30
331105
33 11 10
33 11 11
33 11 12
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33 12 10
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Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to
Grade
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«.--.-��
Concrete Collars
T,,.,„ol i ; Dl *
c,00��;��L .�,e�
Loc��tion of Existirl � Utilities
Bolts. Nuts. and Gaskets
Ductile Iron Pi��c
Ductile Iron Fittin��
Poly vi�t} 1 Chloride {PVC) Pressure Pi .��
�nnrr�*^ D« t��-- S1. 11� —
.. . . � � r2 �—.�
R. .7 Qr� .I U' .� i:'rr . --- � -- -..,.
�r+' ,�.� :. �' � :
Water Services 1-inch to 2-inch
12/20/2012
03/03/2016
12/20/2012
i ai2oi2o � �
12/20/2012
12/20/2012
07/0 t /2011
02/06/2013
12/20/2012
12/12/2016
i 2�2a�2� 12
O 1 /22/2016
O 1 /22/2016
12/20/2012
12/20/2012
12/20/2012
12/20/2012
� 2�2��2� � 2
12/20/2012
12/20/2012
06/19/2013
12/20/2012
12/20/2012
12/20/2012
12/20/2012
12/20/2012
11/16/2018
12�2��2� 12
12�2��2012
02/14/2017
12/20/2012
CITY OF FORT WORTH IDEA Semrnary
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102814
Revised Maroh 2Q 2020
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 3 of 5
00 00 00
STANDARD [ r }NSTRUCTION SPECIFICATION DOCUMENTS
Page 4 of 5
33 12 20
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Resilient Seated Gate Valve
A\I/\i7A D„l.l.o« Ce..+o,7 i],.ttovFl., �7�
Connection to Existin� Water Mains
Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe
P�iwinvl !'i,l„v:,7o �vv/'�l !'�i,.,.o,d ur„F:to /'� •h c •t c
_ _'_� . _.,� . �..,..,...... �. . "� .. .......... . .....�.,
Cast-in-Place Concrete Manholes
Precast Concrete Manholes
Epoxy Liners for Sanitary Sewer Structures
Reinforced Concrete Storm Sewer Pipe/Culverts
T«e••,•Trcncn �vi�c�m§
Cast-in-Place Manholes and Junction Boxes
Storm Drainage Headwalis and Win�walls
12/20/2012
12�2��2� I Z
02/06/2013
12/20/2012
O 1/03/2014
12/20/2012
06/19/2013
12/20/2012
12/20/2012
12/20/2012
06/ 19/2013
12/20/2012
12/20/2012
12/20/2012
04/26/2013
12/20/2012
12/20/2012
12/20/2012
12/20/2012
12/20/2012
12/20/2012
07/O 1 /2011
12/20/2012
11/13/2015
12/20/2012
07/O 1 /2011
�%�� 1 �2� 11
12/20/2012
12/20/2012
07/O 1 /2011
CITY OF FORT WORTH IDEA Seminary
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS ] 02814
Revised March 2Q 2020
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Appendix
�E 4$1 n.,.,;i„w:i;�.. „�r „�a
GC-4.02 Subsurface and Physical Conditions
6�-4.9�1 �J��er �a �.,,.:,•*•,.,.
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GR-O 1 60 00 Product Requirements
END OF SECTION
Page 5 of 5
CITY OF FORT WORTH IDEA Seminar}�
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVl.I [ i]'I R AWARDED PROJECTS 102814
Revised March 2Q 2020
on aZ as
DAP-B[D PROPOSAL
Pagc I of7
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
tDEA SEMINARY
UNIT PRICE BID
Bidder's Application
Pro�ect [tem Information B�dder's Proposal
Bidlist Item Descn tion S ecification Section No Unit of Bid
No p p Measure Umt Pnce Bid Value
Quantity
UNIT I: WATER IMPROVEMENTS
1 3305.0109 Trench Safety 33 05 10 LF 4 $15Q.OQ $600.06
3 3311.0261 8" PVC Wafer Pipe 33 11 12 LF 4 $305.00 $1,220.OU
4 3312.2203 7" Water Service 33 12 10 EA 2 $2,164.50 $4,329.OD
5 3312.4112 16"X8" Tapping Sleeve and Valve 33 12 25 EA 1 $3,494.00 $3,494.00
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TOTAL UNIT I: WATER IMPROVEMENTS $9,643.4p
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Fortn Vcrsion May 22, 2019 I_00 42 43_Bid Proposal_DAP
00 J2 43
DAP-BIDPROPOSAL
Pagc 2 of 7
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
IDEA SEMINARY
UNIT PRICE BID
Bidder's Application
Pro�ect [tem Information Bidders Proposal
B�dlist Item Descnption Spec�ficat�on Sechon No Unit of B�d Umt Pnce B�d Value
No Measure Quantity
UNI711; SANITARY SEWER IMPROVEMENT5
1 3301.0002 Post-CCTV inspection 33 01 30 LF 9 $1.00 $9.00
2 3301.0101 Manhole Vacuum Testing 33 01 30 EA 2 $150.00 $300.00
3 3305.0109 Trench Safety 33 0� 10 LF 9 $66.67 $600.43
4 3305.0112 Concrete Collar 33 11 10, 33 31 12, 33 31 EA 2 $400.00 $800.�a
5 3331.4108 6" Sewer Pipe 33 39 10, 33 39 20 LF 9 $50.56 5455.04
6 3339.1001 4' Manhole 33 39 10, 33 39 20 EA 2 58,398.00 $�6.79�i.00
7 3339.1003 4' Extra Depth Manhole 33 39 1�. 33 39 20 VF 6.7 $175.00 $1,172.50
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26
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31
32
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34
35
36
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38
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40
41
42
43
44
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TOTAL UNIT II: SANITARY SEWER IMPROVEMENTS $26,132.57
CITY OF FORT WORTH
SiANDARDCONSTRUCTIONSPECIFICATIONDOf UMENTS-DEVELOPERAWARDEDPROJECTS
Form Vcrs�on Ma�� 22, 2019 1_00 4? d3_Bid Proposal_DAP
on az as
DAP - BID PROPOSAL
Page 3 of 7
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
IDEA SEMINARY
UNIT PRICE BID
Bidder's Application
Pro�ect Item Informahon Bidders Proposal
Bidlist Item Descnpt�on Spec�fica[ion Section No Unit of Bid Uni[ Price B�d Value
No Measure Quannty
UNI7 III: ORAlNAGE lMPFtpVE1NENT5
1 3125.0101 SWPPP> 1 Acre 31 25 60 EA 1 $2,416.16 $2,416.16
2 3341.1201 5'X2' RCB 33 41 10 LF 86 $217.24 $18,682.64
3 3341.1301 6'X2' RCB 33 41 10 LF 132 $242.Ot3 531,954.56
4 9999.0001 5'x2' SW-0 HEADWALL 33 49 40 EA 2 $2,382.5ff $4,765.00
5 9999.0002 6'x2' SW-0 HEADWALL 33 49 40 EA 2 $2,802.50 $5,605.00
6 3137.0110 RECYLEX TRM PERMANENT 31 37 00 SY 1300 $2.16 $2,808.00
TURF REINFORCEMENT MAT
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31
32
33
34
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42
43
TOTAL UNIT III: DRAINAGE IMPROVEMENTS $66,231.36
CITY OF FORT WOR'CH
STANDARD CONSTRUCTION SPECIPICATION DOCUMENTS - DEVELOPER AWARDED PROIECTS
Fortn Version Ma�� 22. 2019 I_00 42 d3_Bid Proposal_DAP
00 d2 43
DAP - BID PROPOSAL
Page �l of 7
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
IDEA SEMINARY
UNIT PRICE BID
Bidder's Application
Pro�ect Item Information Bidders Proposal
Bidlist Item Unit of Bid
No. Descnption Specification Section No. Measure Quannty Unit Pnce Bid Value
UNIT IV: PAVING IMPROVEME�tTS
1 0241.1100 Remove Asphalt Pvmt 02 41 15 SY 194 $16.80 $3,259.20
2 0241.1300 Remove Conc Curb&Gutter 02 41 15 LF 372 511.50 $4,278.Oa
3 0240.1000 Remove Concrete Pavement 02 41 15 SY 11 516.8U 5184.80
4 3110.0103 Multi-Trunk Tree Removai 31 10 00 EA 1 $500.00 $500.00
5 9000.0001 8" Compacted Subgrade 32 11 33 SY 162 $0.80 $129.60
6 3213.0103 8" Conc Pvmt 32 13 13 SY 116 $56.16 $6,514.56
7 3213.0301 4" Conc Sidewalk 32 13 20 SF 10306 $4.59 $47,304.54
8 3213.0403 8" Concrete Driveway 32 13 20 SY 306
$56.16 $17,184.95
9 3213.0506 Barrier Free Ramp, Type P-1 32 13 20 EA 3
$400.00 $1,200.fl0
10 3213.0506 Barrier Free Ramp, Type P-2 32 13 20 EA 1 $400.00 $400.�a
11 3217.0201 8" SLD Pvmt Marking HAS(W) 32 17 23 LF 375 $3.00 $1,125.OQ
12 3217.0302 12" SLD Pvmt Marking HAE(W) 32 17 23 LF 174 $5.04 587p.00
13 3217.2102 REFL Raised Marker TY 1-C 32 17 23 EA 5 $5.00 $25.00
14 3217.1002 Lane Legend Arrow 32 17 23 EA 1 $150.00 $150.00
15 3217.1004 Lane Legend Only 32 17 23 EA 1 $175.00 $175.00
16 3217.1002 Thermoplastic Lane Rail Road X 32 17 23 EA 4 51.100.00 54.400.00
� � 3441.4111 Remove and Reinstall Sign Panel 34 41 30 EA 1 $402.5n $402.50
and Post
18 3441.4006 Install Alum Sign Ground Mount 34 41 30 EA 11 53�a.�0 $3,300.00
19 3471.0001 Traffic Control 34 71 13 MO 3 $2,333.33 $6,999.99
20 3292.0100 Biock Sod 32 92 13 SY 1190 $4.2:� $5,057.50
21 3291.0100 Top Soil 32 92 13 CY 198
9000.0002 1/2" Thick Galvanized Steel $2•5a 5a95.np
22 Diamond Plate SF 72 $6.95 $500.40
23 9000.0003 Concrete Flume SF 187
24 $7.00 5i,349.Up
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39
40
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TOTAL UNIT IV: PAVING IMPROVEMENTS $905.765.05
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS-DEVELOPERAWARDED PROJECTS
Fortn Version May 22, 2019 1_00 42 43_Bid Proposal_DAP
00 42 43
DAP - BID PROPOSAI,
Pagc 5 of 7
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
IDEA SEMINARY
UNIT PRICE BID
Bidder's Application
Pro�ect Item Infomiahon B�dder's Proposal
Bidlist Item Unit of Bid
No Description Specificat�on Sect�on No Measure Quanhty Umt Pnce B�d Value
L1NIT V: S7RE�7 LIGH7ING IMPRDVEMENTS
1 2605.3015 2" CONDT PVC SCH 80 (T) 26 05 33 LF 1245 $8.38 $10,433.10
2 3441.1501 Ground BoxType B 3441 10 EA 1 $1,249.50 $1,249.50
3 3441.1633 Install Type 338 Arm 34 41 10 EA 7 $t 17.fl0 $819.00
4 3441.1771 Furnish/Install 120-244 Volt Sir�gle 34 41 20 EA 1 $5,000.00 $5,0OO.Od
Phase Metered Pedestal
5 3441.3201 LED Lighting Fixture 3541 20 EA 10 $1,423.00 $14,230.0�
6 4441.3301 Rdwy Illum Foundation TY 1,2 and 36 41 20 EA 7 $900.00 $6,300.a0
7 3441.3323 Wood Light Pole Arm 34 41 20 EA 3 $117.0� $351.fl0
8 3441.3341 Rdwy Illum Type 11 Pole 37 41 20 EA 7 �367.86 $2,575.fl2
9 9999.0001 #4 Insulated Elec Conductor (#4 38 41 20 LF 1245 $1.49 $1,855.05
xHHW COPPFs�1
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TOTAL UNIT V: STREET LIGHTING IMPROVEMENTS $42,812.57
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Fortn Version May 22, 2019 I_00 42 43_Bid Proposal_DAP
nnJ24:
DAV - BIU PROP0S.4L
Pagc 7 of 7
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
IaEA SEMINARY
UNlT PRICE 61D
Bidder's Application
Project Item Information Bidder's Proposal
BidINt�Item Description Specification Scction No Measu e R'd lJnit Pnce Bid Value
Quai�hty
Bid Summary
UNIT I: WATER IMPROVEMENTS
UNIT II: SANITARY SEWER IMPROVEMENTS
UNIT III: DRAINAGE IMPROVEMENTS
UNIT IV: PAVING IMPROVEMENTS
UNIT V: STREET LIGHTING IMPROVEMENTS
Total Construction
This Bid is submitted by the entity named
below:
BIDDER:
Joeris General Contractors
3030 l,yndon B Johnson Fwy
Suitc 1000
Dallas,'1'X 75234
%� lI�
BY: � �� ,
�:
.0 ���--.
TITLE: r0] HCt Manager
UA"I'E: // 9�21/20
/�
Contractor agrees to complete W'ORK for FINAL ACCEPTANCE within
CONTRACT commences to run as provided in the General Conditions.
END OF SE('TION
C17'Y OP FORT WORTH
STANDARD CONSTRUCI'ION SPIdCIFICATION DOCUMENTS-DF.VGI.OP[iR.AWARDF.D PROIEC'I�S
Portn Vcrnon Ma� 22, 2019
$9,643.00
$20,132.57
$66,231.36
$105,765.05
$42,812.67
60 working days after the date when the
1_00 42 J3_Rid Piroposal_DAP
00451�
DAP PR6QUALIt ICA'I'!ON S�iATEMGNT
Page 1 of 1
SECTiC);V 00 45 12
DAP — PREQUALIFICATION STATEMENT
Each Bidder is required to complete the information below by identifying the prequalified contractors
and/or subcontractors whom they intend to utilize for the major work type(s) listed. In the "Major Work
Type" box provide the complete major work tYpe and actual description as provided by the Water
Department for water and sewer and TPW for pavin�•
Major Work Type Contractor/Subcontractor Company Name Prequalification
Ex iration Date
Water Distribution, Wildstone Construction, LLC 10/31/21
Development,l2-inch diameter
and smaller
Sewer Collection System, Wildstone Construction, LLC 10/31/21
Development, 8-inches and
smaller
Concrete Paving Miller Sierra Contractors, Inc. 7/10/21
Construction/Reconstruction
(LESS THAN 15,000 SY)
Roadway and Pedestrian Groves Electrical Services 7/29/21
Li htin
The undersigned hereby certifies that the contractors and/or subcontractors described in the table above
are currently prequalified far the work types listed.
BI nDER:
Joeris General Contractors
3030 Lyndon B Johnson Fwy
Suite 100
Dallas, TX 75234
BY:
(Signature)
TITLE: Senior Project Manager
DATE: 10/07/2020
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION PREQUALIFlCATION STATEMENT— DEVELOPER AWARDFD PROJECTS 2_DO 45 12_Prequalification Statement 2015_OAP.docx
Form Version September 1, 2015
00 4� 26 - I
CON'1'IZAC'fOR COMPLIANCli WI'I'H WORKF.R'S COMPENSA'f10N LAW
Page I of 1
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SECTIfIh 00 45 26
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Pursuant to Tcxas Labor Code Section 406.096(a), as amended, Contractor certifies that it
provides warker's compensation insurance coverage for all of its employees employed on City
Project No. 102814. 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 compliance with
worker's compensation coverage.
CONTRACTOR:
Joeris General Contractors
Company
3030 Lyndon B. Johnson, Suite 1000
Address
Dallas TX 75234
City/State/Zip
THE STATE OF TEXAS
COUNTY OF TARRANT
�
�i
gy: Corbyn Roberts
lease
Signature:
Title: Senior Project Manager
(Please Print)
BEFORE ME the undersigned authority, on this day personally appeared
�4Y���3�2.�`�'S , known to me to be the person whose name is
subscribed to the foregoing instrutnent, and acknowledged to me that he/she executed the same as
the act and deed of Sc�fi�CrS GFj�tEQ�, C.O�.f'fR,r4GTpQS for the purposes and
consideration therein expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this � day of
OC�o 6�, , 20aP
(�-,�=_.` 4 .._ ---=E TURNER�� . . ��
��'� �," ►, ►,t�' COMMissioH �.���K�s Notary Public in and for the State of Texas
� :*',�,�_"� 03/11 �20?3
,:` *•�.:�.4= NOTARY ID� ' �,°26uv-�s
-, ._.-.--.-,_ .._ �-- ��DOFSECT[ON
CITY OF FORT WOR7'H
S"CANDARD CONSTRUCTION SPECIFICATION DOCUMhNTS
Revised April 2, 2014
IDEA SEM/NARY
102814
00 52 43 - 1
Developer Awarded Pro�ect Agreement
Page 1 of 4
SECTION 00 52 43
2 AGREEMENT
3 THIS AGREEMENT, authorized oti 10/07/2020 is made by and between the Developer,
4 (IDEA Public Schools), authorized to do business in Texas ("Developer") , and Joeris C �eneral
5 Contractors, authorized to do business in Texas, acting by and through its duly authorized
6 representative, ("Contractor").
7 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as
8 follows:
9 Article 1. WORK
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Contractor shall complete all Work as specified or indicated in the Contract Documents for the
Project identified herein.
Article 2. PROJECT
The project for which the Work under the Contract Documents may be the whole or only a part is
generally described as follows:
IDEA SEMINARY
CITY PROJECT NO. 10281-�
Article 3. CONTRACT TIME
3.1 Time is of the essence.
All time limits for Milestones, if any, and Final Acceptance as stated in the Contract
Documents are of the essence to this Contract.
21 3.2 Final Acceptance.
22 The Work will be complete for Final Acceptance within 60 working days after the date
23 when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard
24 City Conditions of the Construction Contract for Developer Awarded Projects.
25 33 Liquidated damages
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Contractor recognizes that time is of the essence of this Agreement and that Developer
will suffer financial loss if the Work is not completed within the times specified in
Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of
the Standard City Conditions of the Construction Contract for Developer Awarded
Projects. The Contractor also recognizes the delays, expense and difficulties involved in
proving in a legal proceeding the actual loss suffered by the Developer if the Work is not
completed on time. Accordingly, instead of requiring any such proof , Contractor agrees
that as liquidated damages for delay (but not as a penalty), Contractor shall pay
Developer ZERO Dollars ($0.00) for each day that expires after the time specified in
Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of Acceptance.
CITY OF FORT WORTH [IDEA SEMINARYJ
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 102814
Revised Juoe 16, 2016
two hundred forty four thousand five hundred and eigthy four dollars and sixty five cents
00 52 43 - 3
Developer Awarded Project Agreement
Page 3 of 4
CITY OF FORT WORTH [IDEA SEMINARY]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS 102814
Revised June 16, 2016
Article 6. INDEMNIFICATION 74
6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 75
expense, the city, its officers, servants and employees, from and against any and all 76
claims arising out of, or alleged to arise out of, the work and services to be performed 77
by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 78
under this contract. This indemnification provision is specifically intended to operate 79
and be effective even if it is alleged or proven that all or some of the damages being 80
sought were caused, in whole or in part, by any act, omission or negligence of the city. 81
This indemnity provision is intended to include, without limitation, indemnity for 82
costs, expenses and legal fees incurred by the city in defending against such claims and 83
causes of actions. 84
85
6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 86
the city, its officers, servants and employees, from and against any and all loss, damage 87
or destruction of property of the city, arising out of, or alleged to arise out of, the work 88
and services to be performed by the contractor, its officers, agents, employees, 89
subcontractors, licensees or invitees under this contract. This indemnification 90
provision is specifically intended to operate and be effective even if it is alleged or 91
proven that all or some of the damages being sought were caused, in whole or in part, 92
by any act, omission or negligence of the city. 93
94
Article 7. MISCELLANEOUS 95
7.1 Terms. 96
Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of 97
the Construction Contract for Developer Awarded Projects. 98
7.2 Assignment of Contract. 99
This Agreement, including all of the Contract Documents may not be assigned by the 100
Contractor without the advanced express written consent of the Developer. 101
7.3 Successors and Assigns. 102
Developer and Contractor each binds itself, its partners, successors, assigns and legal 103
representatives to the other party hereto, in respect to all covenants, agreements and 104
obligations contained in the Contract Documents. 105
7.4 Severability. 106
Any provision or part of the Contract Documents held to be unconstitutional, void or 107
unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 108
remaining provisions shall continue to be valid and binding upon DEVELOPER and 109
CONTRACTOR. 110
7.5 Governing Law and Venue. 111
This Agreement, including all of the Contract Documents is performable in the State of 112
Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 113
Northern District of Texas, Fort Worth Division. 114
005243-4
[�eloperAwarded Pro�ut Agrctmcnt
Page 4 of 4
115
116 7.6 Authority to Sign.
117
118
119
120
121
122
123
12d
Contractor shall attach evidence of authority to sign Agreement, if other than duly
authorized signatory of the Contractor.
IN W[TNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple
counterpares.
This Agreement is effective as oFthe last date signed by the Parties ("Effective Date").
Contractor: Developer:
Joeris General Contractors
g,.: ��. ��..
(Signature)
Carlo Hershberger
(Printed Name)
Title: �J, �� ��j Title: co-Chief Financial Officer
Company Name: Joeris General Contractors Company name: IDCA PUBLIC SCHOOLS
Addres5:3030 Lyndon B. Johnson, Suite 1000 Address: '_' I 1 S W. Pike Blvd.
City/State/Zip: Dallas TX, 75234 City/State/7_ip: Weslaco, TX 78596
�0 7
Date Date
125
C'ITY UI' POKT WURTH /lDfd SE 11L4:�R!]
STANDAK[) CONSi RUCTIUN SPF CIFICATIUN DOCUMENTS - DEVELOPFR AWARDED PROIECTS lU?81J
RevisrJ Junc 16, 2(116
�rnmea i�ame�
00 62 t3 - i
PLRl�ORMANCI BOND
Pagc 1 ot 3
� SECTION 00 62 13
, PERI ORMANCE BOND
� Bond No.107258166
� TI�E STATE OF TEXAS §
5 § KNOW ALL BY THESE PRESENTS:
6 COUIVTY OF TARRANT §
� I'hat wc.
Joeris General Contractors, Ltd. , known as
8 "Pnncipal'� herein and Travelers Casualty and Surety Company of America , a corporate
�� surety(sureties, if more than one) duly authorized to do business in the State of Texas, known as
lo "Surety" hereui lwhether one or morej, are held and firmly bound unto the Developer, (idea
11 Public Schools), authortzed to do business in rexas t"Developer") and the City of Fort Worth, a
I' Tcxati municipat corporaUnn ("('ity�"), m the penal sum of,
� 3 Two Hundred Forty-Four Thousand Five Hundred Eghty Four and 65/100 poilars ($ 244, 584.65 ,,
1� lawfut money oT the United States, to be paid in Fort Worth, Tarrant C'ounty, Texas for the
t5 payment of which sum well and trul� to be made jointly unto the Developer and the City as duai
t� obligee5, we bind ourselves, our heirs, executors, administrators, succes5ors and assigns, jointly
l7 and severally, finnly by these prese�ts.
t8 WHEREAS, Developer and City have entered into an Agreement for the construction of
ly commumty facilities in the City of Fort Worth b� and through a Communrty 1•acilities
20 Agreement, CFA Number 20-Ot184;and
't WHEREAS, the Principal has entered into a certain written contract with the Deve{oper awarded
�� the 15th day of August . 20 20 which C ontraci is hereby ret�rrcd to and made a
23 part hereof tar ali purposes as if fu(ly set i'orth herein. to furnish all materials, eyuipment labor
�4 and other accessories ciefined by law, in the prosecution of the W ork, including any Change
''S Orders, as provided fur in said Contract desi�;naled as InF..4 Semir2uri>
?�, NOW, THEREFORE, the condit�on of this obligation is such that if the said Principal
27 shall faithfully perform it obligations under the Contract and shall in all respects duly and
28 faithfully perform the Work. including Change Orders, under the Contract, accordin� to the plans,
39 specifications, and contract documents therein referred to, and as well dunng an�� period of
30 extension oi the Contract that may be granted on the part of' the Developer andror City, then this
� 1 obligation shall be and become null and void, otherwise to rema�n in full force and effect.
t IfY UF l•+)R'1 WORfH 1DE�1 SL•MLV:IRY
b'iANDARD UTt CONDII l�>NS O[ VEL�1PhR AW aRUL-ll PK� ),IG( I'� /02819
ftev ised January ;1 2+! I-
1
,
k�
�tuc,� li_,
NFRFORMAN('I; [�OND
Page Z of 3
�'RUVIDE[3 Fl;RTHER, that if any legal action be filed on this Bond, venue shall lie in
1 arrant County, (exas or che United States District Coun for the Northern District of "fexas, Fort
Worth Division.
4 This bond iti made and executed in cumpliance wiih the provisions of Chapter _'353 r�t�the
5 i exas Goverivr►ent Code, as amended, and a(1 6abilities on this bond shall be determined in
b accordance with the provis�ons of said statue.
? 1N WITNESS WHEREOF, the Principal and the Surety have 51GNF.D and SEALED
R thi� instrument by duly authorized a�ent� and officers on this the _ Sth ____day of ____ _
9 October . 30 20 .
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Witness us lo Pnn � p• �
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V�'itness as tu Sw-et�
PRINCIPAI �
Jceris General Contractors, Ltd.
av ``��
Signat re ----- __ �
Gary L. Jceris, President, oeris Group, Inc., General Partner
Name and Iitfe
1dclress 3030 Lyndon B. Johnson Fwy., Suite 1000
Dallas, Texas 75234
tit RL7Y:
Travelers Casualty and Surety Company of America
t3Y
b,�ature
John Poett�en, Attomey-in-Fact
l�ame and �1 itle
Address: One Tower Square
Hartford, CT 0613
I �lephone Numher 860-277-0111
*Ne7te: lf signed by an ofticer of the Surety t'ompany. there must be on file a certified extract
tiom the by-laws showing that this person has authority to sign such obligation. If
Suret�'s physical address is ditferent from its mailing address, both must be provided.
( fIYUF I�ORI WUR"I'H lUh_'A56k1!?v.IKF
SInNDARDcI'IYC��NDI'tluh� � Vr.tuPr.l2nW�KI�I�i�PKuar.� iS III�SId
Re� ued Ja�wan� t� �� L'
UO �2 I9 3
PERfORMANCI BOND
Page 3 ot 3
I'he date of the bond shall not be prior to the date the Contract is awarded.
l 191' Of ht)R"I WUR"CII 1DF4 SI N/NAR)'
�IANDARllCli1 CUNDIIII)NS DI VI,LUPI:KAWARI)hllPR<)Jl�.l I'ti l01814
RevisedJanuarv�l 'UI'_
00 62 I S l
PAYML•'N'1 BOND
Page t of 2
t
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5
6
THE STATE OF TEXAS
C`OUNiY UF TARRANT
SEC'TION 00 62 1-i
PAYM�N1' BOND
Bond No.107258166
§
§ KNOW ALL BY THF,SE PRESENTS:
�
7 �I'hat we, Joeris General Contractors, Ltd. , known as
8 '`Principal" herein, and Travelers Casualty and Surety Company of America _, a
9 corporate surety ( or sureties it more than one). duly authorized to do business in the State of
lo `Iexas, known as"Suret}" herein (whether one or more), are held and tirmly bound unto the
i l Developer, IDEA Public Schools, authorized to do business in Texas "(Developer"), and the City
�2 of Fort Worth, a fetas municipal corporation ("Ciry''), in the penal sum
13 Of Two Hundred Forty-Four Thousand Five Hundred Eighty Four and 65/100 Doliars ($ 244, 584.65 ),
t4 lawtul money of [he l;nited States, to be paid in Fort Worth, Tarrant { rn�r�fy, 1'exas, for the
I S payment uf which sum well and truly be made .iointly unto the Developer and the City as dual
le obligees, we bind ourselves, our heirs, eaecutors, administrators, successors and assigns, jointly
17 and severall�, firmly b�� these presents:
1 R WHEREAS, lleveloper and City have entered into an Agreement for the construction of
t� community facilities in the (,ity af Fort Worth, b� and through a Community Facilities
zo .Agreement, C'FA Number 20-OU8-1;and
21 WHEREAS, Principal has entered into a certain written t;ontract with Ueveloper,
22 a��a3..r�i the 15th day of August 20 20 , which Contract is hereby
?3 referred to and made a part hereof for all purposes as it fully set forth herein, to furnish all
24 materials, equipment, labor and other accessories as defined by iaw, in the prosecution of the
?5 Work as provided tor in said C'antract and designated as IL>EA Seminun�
26 NOW, THEIiEFOItE, 'CH�. CONDITION OF THIS OBLIGATiON is such that if
37 Principal shall pay all monies owing to any (and all) payment bond beneticiary (as defined in
28 Chapter 3253 uf the Texas Government C'ode, as amended) in the prosecution of the Work under
39 the Contract, then this obligation shall be and become uull and void; otheiwise to remain in full
30 force and effect.
t'ITl' OF FURI WtIRI}) lD�4 SE.�I1th'AR3
STANDARD( ITY ( UNDITIUNS Dt:VI.LUPLN 4WARUEU YRUJb("Iti l01Rfa
Re� urd lanuar� i I?u 1,
n0621d �
P1YMGhlBOND
Page 2 of 2
t This bond is made and executed in compliance with the provisions of ('hapter 2253 of the
2 7�exas Govermnent Code, as amended, and dll liabilities on this bond shall be determined in
; acc�rdance with [he provision� uf �aid ,tatute.
-1 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED
> this instrument by dul� authorized agent5 and ofticers on this the 8th da} of
c� October '0 20
7
AT'TI.ST:
(Pnn �ipal) Secretar}
. ���
itness as ta Prin al
All'Htif�• —
•�-_� �
C� �� G��",
(Suretv) ie • �tai-�
" /l��y�
W itncss as to Surety �
8
9
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12
13
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NR1N(:IPAL :
Joeris General Contractors, Ltd.
�. _ _
BY: —'�
Signat
�._
Gary L. Jceris, Presiden[, Jceris Group, Inc., General Partner
Name and Title
4ddress: 3030 Lyndon B. Johnson FwY,� Suite 1000
Dallas, Texas 75234
SURETY :
Travelers Casualty and Surety Company of America
BY �A.
Signa rt� e
John Poettgent Attomey-in-Fact
Name and Title
Address: One Tower Squars
_Hartford, CT 0613 ___ _ __ ___
Telephone Number: 860-277-0111
Note: 1l� signeil by an ot�ticer of� the Surety, there must be on file a certified extract from the
bylaws �howing that this person has authority to �ign such obligation. If Surety's physical
address is dit�erent f�om its mailing address, both must be provided.
i'he date of th� bond shall not bc rnor to the date the Contract is awarded.
�;Nn c�E� s�;c�rioN
ll"f1' l)I� PUR] 1NOR"fl{ IDEASEMl1 11t}
SIANDARI)�fIY iONI)�I IUNti lll �I i uP}iK AW�\KUFO PRl)JI•.l Cti IOZxIa
RrYisedlauu�ry �� 3��12
' +� 62 19 - -
MAIN1 ENANCE BpNU
1'age I of 3
l SEC"TION 00 62 19
� MA[NTENANCI BOND
;
Bond No.107258166
�3 THE STATE OF TEXAS §
; § KNOW ALL BY THESE PRESENTS:
e COUNTY UF TARRANT §
7 fhat we Joeris Generat Contractors, Ltd. , known as
8 "Principal" herein and Travelers Casualty and Surety Company of America a corpora[e surety
9 (sweties, if more than one) duly authorized to do busines� in the State oi texas, known as
Iu "Surety" herein (whether one or more), are held and tirmly hound unto the Ch�etoper, IDEA
i l Public Schoo(s, authorized to do business in Texas ("Developer') and the City of Fort Worth, a
I'_ Texas municipal corparation ("City"), in the sum
� 3 O� Two Hundred Forty-Four Thousand Five Hundred Eighry Four and 65/100 DOI�dfS ($ Z�1584 65 �,
14 IawfW mone� of the United States, to be paid in Fort Worth. T arrant County, Texas, for payment
� 5 of wh►ch sum well and truly be made jointly unto the Developer and the City as dual obligees and
lb their successors, we bind ourselves, our heirs, ��•�vtors. administrators, successors and assigns.
i7 jointly and severally. firmly b} these presents.
18
19 WHEREAS, Developer and City have entered �nto an Agreement for fhe construction of
2U community iacitities in the ('ity of Fort Worth by and through a Communit} Facilities
� I Agreement, ('FA Number 20-0084;and
22 W HEREAS, the Pr�nc�pal has entered into a certain written contract with the Developer
23 awarded the 15th day of August __ __ __ _, 20 20 , which C ontract is
�4 h�reby referred to and a made part hereof for all purposes as if f'ully set forth herein, to furnish all
25 matenals, eyuipment labor and other accessories as defined by law, �n the prosecution of the
26 Work, including any Wurk resulting from a duly authuri�ed C'hange Order (collectively herein,
27 the "Work") as provided ior in said Contract and designated as IDErf Seminarv; and
28
29 WHEREAS, Principal binds itselt to use such materials and to so construci the Work in
3o accordance with the plans, specifications and ('ontract Documents that the Work is and will
3l remain tiee from defects in ma�er�als or workmanship for a�id during the period of two (2) years
32 after the date of I-inal Acceptance ot� the Worl. by the t ity ('`:Vlatntenance Pertod"); and
33
C Il 1' OF FURI' WUR"PH I!)F.A SESIInAkS'
SCANDARD�1'IY�'UNlllllt)NS DfV};L�)PF.RAWARbF.UPRUJf•.( f1 !0?814
Rc� i�ed January ; 101 ]
U062 t9-�
M AINT('sNANCE BOND
Page � of 3
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WHEREAS, Princ�pal bmds rtself to repair or reconstruct the Worh in whole or m part
upon receiving notice from the Developer andior ('it} of the need thereof at any time within the
Maintenance Period.
NOW THEREFORE, thc condition of this obligation is such that if Principal shall
remedy any defective Work, for which timely notice was provided by Developer or ('ity, to a
cumple:tion satistactor} to the ('ity, then this obligation sha11 become null and void; otherwise to
remain in full force and effect.
PROVIDED, HOWEVER, �f Principa) shall fail so to repair or reconstruct any timely
noticed defective Work, it is agreed that the Developer or ( ity may cause any and all such
defec;tive Work to be repaired and or reconstructed with all associated costs thereof being borne
by the t'rincipal and thz Surety under this Maintenance Bond; and
PRUVIDED FURTHER, that if any legal actiun be filed on this Bond, venue shall lie in
1'arrant County, 7 exas oi the t nited States District ('ourt for the Northern District of 1 exas. Fort
Worth Division; and
PROVIDED FURTHER, that this obligation shall be continuous in nature and
successive recoveries may be had hereon for successive breaches,
c iry or r•oR� w��x�s n
S fANDARD ( 17'Y l'UNDITION� DEVtLUPI•R AWARDhD PROJI?C"PS
Rcu isrd Januar� ;1 2� 11 �
IIJl�:� Sbd4tn•aRY
ro�8r r
fXl fi? 14 - i
MAIN fPNANCL L30NU
Puge 3 of 3
1 1N WITNESS WHEREOF, the Principal a��d the Surety have each SIGNGD and SEALED this
' instrument by duly authorized agents and officers on this the 8th da} of
t October . �0 20
1
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Wltnca� as to Prin , al
AfIF}�% � -�
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i ti�rret} 1 Sc�� �t �
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W`itness as to �uret�
PRIN('1PAI.
Joeris General �nntractors, Ltd.
13Y
Signat r
Gary L. Joeris, President, Joens Group, Inc., General Partner
Name and riile
Address 3030 �ndon B. Johnson Fwy, Suite 1000
Dai�as, Texas 75234._.
�l KGTY
Travelers Casual� and Surety Company of America
Bl:
S�g� -
John Poettgen, Attorney-in-Fact
tiamc and �l rtle
Address_ One Tower Square
Hartford, CT 0613
t elephonc �lumber 860-277-0111
*Note: If'signed by an officer uf the Suret�� ('�mpany. there must be on ftle a certified extract
from the by-laws showing that this person has .�i�ih��iity to sign such obiigation. If
Surety'S physical address is different from its n�ailing address, both must be provided.
Che date of the hond shall not be prior to the date the C:ontract is awarded.
( 17'Y OF FUR 1� WUk I�H ID6A St�SP1A`.9HY�
S I ANPAKll (�l�l V� �>NllI l IUNS Uk vr.LOP1;R 1W.4R{)FI� PR�)JF.0 t ti 1�2814
Reeised lanuary +1 �� � I �
.iA.
TRAVELERS !
Travelers Casualty and Surety Company of America
Travelers Casualty and Surety Company
St. Paul Fire and Marine Insurance Company
POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS: That Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Comparry, and St.
Paul Fire and Marine Insurance Company are corporations duly organized under the laws of the State of Connecticut (herein collectively called the
"Companies"), and that the Companies do hereby make, constitute and appoint John Poettgen of SAN ANTONIO ,
Texas , their true and lawful Attorney-in-Fact to sign, execute, seal and acknowledge any and all bonds, recognizances,
conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the
fidetity of �rsons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or pemHtted in any
actions or proceedings allowed by law.
IN WITNESS WHEREOF, the Companies have caused this insVument to be signed, and their corporate seals to be hereto a�xed, this 17th day of January,
2019.
����1�� ��1v dy� �`�
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y
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State of ConnecGcut
City of Hartford ss.
By:
Robert L. Rane , nior Vice President
On this the 17th day of January, 2019, before me personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice President
of Travelers Casualty and Surety Company of America, Travelers Casuatty and Surety Company, and St. Paul Fire and Marine Insurance Company, and
that he, as such, being authorized so to do, executed the foregoing insVument for the purposes therein contained by signing on behalf of said
Companies by himself as a duly authorized officer.
,._�p P blp�t
r S� � i
Hornrry t
• �i� `� i
PIIBJG a
IN WITNESS WHEREOF, I hereunto set my hand and official seal.
My Commission expires the 30th day of June, 2021
/f�09GG �i��u.��G
Anna P. Nowik, Notary Public
This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Travelers Casualty and
Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company, which resolutions are now in full
force and effect, reading as follows:
RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any
Second vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fac[ and
Agents to act for and on behaif of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign
with the Company's name and seal with the Compa�y's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in tlie nature of a
bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke
the power given him or her; and it is
FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any �ce
President may delegate all or any part of the foregang authority to one or more officers or employees of this Company, provided ihat each such
delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is
FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional
undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any 6cecutive Vice Presidertt, any
Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any
Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if
required) by one or mwe Attorneys-in-Fact and Agenis pursuant to the power prescribed in his or her certificate or their certificates of authority or by one
or more Company officers pursuant to a written delegation of authority; and it is
FURTHER RESOLVED, that the signature of each of the following o�cers: President, any Executive Vice President, any Senior vice PresiderM, any Vice
President, any Assistant Vice President, any Secretary, arry Assistant Secretary, and the seal of the Company may be affbced by facsimile to any Power of
Attorney or to any certificate relating thereto appointing Resident �ce Presidents, Resident Assistant Secretaries or Attomeys-in-Fact for purposes only of
executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attomey or certificate bearing
such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile
signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached.
I, Kevin E. Hughes, the undersigned, Assistant Secretary of Travelers Casualty and Surety Company of America, Travelers Casualry and Surety
Company, and St. Paul Fire and Marine Insurance Company, do hereby certify that the above and foregoing is a Vue and correct copy of the Power of
Attomey executed by said Companies, which remains in full force and effect.
Dated this 8th day of October , 2020
J��� Vp�1vAN0 rn
� �� t� �9 T * �
P
eaarFn'm� W 1uniF��. a �' �:�
� .�urur. e � ca�. g �q �
� � � .'' � ,t
b! 'h J$
�(L G✓ � /�
Kevin E. Hughes, Assi tant Secretary
To verify the sutheneidty of this Power ofAtdorney, p/�se caI/ us at 1-800-421-3880.
Please refer hv Ghe above-named Attorney-In-Fact and the details of the bond t+v which thls Powe� ofAthvmey ia attached.
��►.
TRAVELERS J
IMP�RTANT N�TICE
TO dSTAIN INFflRMATI�IV �R MAI�E A CUMPI,AIIYT:
You may contact Travelers Casualtv and Suretv Comaanv of America , for information or
to make a complaint at:
Travelers Bond
Attn: Claims
1500 Market Street
West Tower, Suite 2900
Philadelphia, PA 19102
Phone: 267-675-3057 Fax: 267-675-3102 To(I Free:800-253-3439
You may contact the Texas Department of Insurance to obtain the information on
companies, coverages, rights or complaints at:
Texas Department of Insurance
P.O. Box 149104
Austin, TX 78714-9104
(800) 252-3439
ATTACH THIS NOTICE TO YOUR BOND. This notice is for information only and
does not become a part or a condition of the attached document and is given to comply
with Section 2253-021, Government Code, and Section 53.202, Property Code, effective
September I , 2001.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
STANDARD CITY CONDITIONS
OF THE CONSTRUCTION CONTRACT
FOR DEVELOPER AWARDED PROJECTS
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
STANDARD CITY CONDITIONS OF THE
CONSTRUCTION CONTRACT
FOR DEVELOPER AWARDED PROJECTS
TABLE OF CONTENTS
Page
Article 1 – Definitions and Terminology .......................................................................................................... 1
1.01 Defined Terms ............................................................................................................................... 1
1.02 Terminology .................................................................................................................................. 5
Article 2 – Preliminary Matters ......................................................................................................................... 6
2.01 Before Starting Construction ........................................................................................................ 6
2.02 Preconstruction Conference .......................................................................................................... 6
2.03 Public Meeting .............................................................................................................................. 6
Article 3 – Contract Documents and Amending ............................................................................................... 6
3.01 Reference Standards ..................................................................................................................... 6
3.02 Amending and Supplementing Contract Documents .................................................................. 6
Article 4 – Bonds and Insurance ....................................................................................................................... 7
4.01 Licensed Sureties and Insurers ..................................................................................................... 7
4.02 Performance, Payment, and Maintenance Bonds ........................................................................ 7
4.03 Certificates of Insurance ............................................................................................................... 7
4.04 Contractor’s Insurance .................................................................................................................. 9
4.05 Acceptance of Bonds and Insurance; Option to Replace ........................................................... 12
Article 5 – Contractor’s Responsibilities ........................................................................................................ 12
5.01 Supervision and Superintendent ................................................................................................. 12
5.02 Labor; Working Hours ................................................................................................................ 13
5.03 Services, Materials, and Equipment ........................................................................................... 13
5.04 Project Schedule .......................................................................................................................... 14
5.05 Substitutes and “Or-Equals” ....................................................................................................... 14
5.06 Pre-Qualification of Bidders (Prime Contractors and Subcontractors) ..................................... 16
5.07 Concerning Subcontractors, Suppliers, and Others ................................................................... 16
5.08 Wage Rates.................................................................................................................................. 18
5.09 Patent Fees and Royalties ........................................................................................................... 19
5.10 Laws and Regulations ................................................................................................................. 19
5.11 Use of Site and Other Areas ....................................................................................................... 19
5.12 Record Documents ...................................................................................................................... 20
5.13 Safety and Protection .................................................................................................................. 21
5.14 Safety Representative ................................................................................................................. 21
5.15 Hazard Communication Programs ............................................................................................. 22
5.16 Submittals .................................................................................................................................... 22
5.17 Contractor’s General Warranty and Guarantee .......................................................................... 23
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
5.18 Indemnification ........................................................................................................................... 24
5.19 Delegation of Professional Design Services .............................................................................. 24
5.20 Right to Audit: ............................................................................................................................ 25
5.21 Nondiscrimination....................................................................................................................... 25
Article 6 – Other Work at the Site ................................................................................................................... 26
6.01 Related Work at Site ................................................................................................................... 26
Article 7 – City’s Responsibilities................................................................................................................... 26
7.01 Inspections, Tests, and Approvals .............................................................................................. 26
7.02 Limitations on City’s Responsibilities ....................................................................................... 26
7.03 Compliance with Safety Program ............................................................................................... 27
Article 8 – City’s Observation Status During Construction ........................................................................... 27
8.01 City’s Project Representative ..................................................................................................... 27
8.02 Authorized Variations in Work .................................................................................................. 27
8.03 Rejecting Defective Work .......................................................................................................... 27
8.04 Determinations for Work Performed .......................................................................................... 28
Article 9 – Changes in the Work ..................................................................................................................... 28
9.01 Authorized Changes in the Work ............................................................................................... 28
9.02 Notification to Surety .................................................................................................................. 28
Article 10 – Change of Contract Price; Change of Contract Time ................................................................ 28
10.01 Change of Contract Price ............................................................................................................ 28
10.02 Change of Contract Time............................................................................................................ 28
10.03 Delays .......................................................................................................................................... 28
Article 11 – Tests and Inspections; Correction, Removal or Acceptance of Defective Work ...................... 29
11.01 Notice of Defects ........................................................................................................................ 29
11.02 Access to Work ........................................................................................................................... 29
11.03 Tests and Inspections .................................................................................................................. 29
11.04 Uncovering Work ....................................................................................................................... 30
11.05 City May Stop the Work ............................................................................................................. 30
11.06 Correction or Removal of Defective Work ................................................................................ 30
11.07 Correction Period ........................................................................................................................ 30
11.08 City May Correct Defective Work ............................................................................................. 31
Article 12 – Completion .................................................................................................................................. 32
12.01 Contractor’s Warranty of Title ................................................................................................... 32
12.02 Partial Utilization ........................................................................................................................ 32
12.03 Final Inspection ........................................................................................................................... 32
12.04 Final Acceptance ......................................................................................................................... 33
Article 13 – Suspension of Work .................................................................................................................... 33
13.01 City May Suspend Work ............................................................................................................ 33
Article 14 – Miscellaneous .............................................................................................................................. 34
14.01 Giving Notice .............................................................................................................................. 34
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
14.02 Computation of Times ................................................................................................................ 34
14.03 Cumulative Remedies ................................................................................................................. 34
14.04 Survival of Obligations ............................................................................................................... 35
14.05 Headings ...................................................................................................................................... 35
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Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 1 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
ARTICLE 1 – DEFINITIONS AND TERMINOLOGY
1.01 Defined Terms
A. Wherever used in these General Conditions or in other Contract Documents, the terms listed
below have the meanings indicated which are applicable to both the singular and plural thereof,
and words denoting gender shall include the masculine, feminine and neuter. Said terms are
generally capitalized or written in italics, but not always. When used in a context consistent with
the definition of a listed-defined term, the term shall have a meaning as defined below whether
capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial
capital letters in the Contract Documents include references to identified articles and paragraphs,
and the titles of other documents or forms.
1. Agreement - The written instrument which is evidence of the agreement between Developer
and Contractor covering the Work
2. Asbestos—Any material that contains more than one percent asbestos and is friable or is
releasing asbestos fibers into the air above current action levels established by the United
States Occupational Safety and Health Administration.
3. Business Day – A business day is defined as a day that the City conducts normal business,
generally Monday through Friday, except for federal or state holidays observed by the City.
4. Buzzsaw – City’s on-line, electronic document management and collaboration system.
5. Calendar Day – A day consisting of 24 hours measured from midnight to the next midnight.
6. City— The City of Fort Worth, Texas, a Texas home-rule municipal corporation, acting by,
its governing body through its City Manager, his designee, or agents authorized pursuant to
its duly authorized charter on his behalf.
7. Community Facilities Agreement (CFA) -–A Contract between the Developer and the City
for the Construction of one or more following public facilities within the City public right-of-
way or easement: Water, Sanitary Sewer, Street, Storm Drain, Street Light, and Street Signs.
A CFA may include private facilities within the right-of-way dedicated as private right-of-
way or easement on a recorded plat.
8. Contract—The entire and integrated written document incorporating the Contract
Documents between the Developer, Contractor, and/or City concerning the Work. The
Contract supersedes prior negotiations, representations, or agreements, whether written or
oral.
9. Contract Documents—Those items that make up the contract and which must include the
Agreement, and it’s attachments such as standard construction specifications, standard City
Conditions, other general conditions of the Developer, including:
a. An Agreement
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Standard City Conditions Of The Construction Contract For Developer Awarded Projects
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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
b. Attachments to the Agreement
i. Bid Form
ii. Vendor Compliance with State Law Non-Resident Bidder
iii. Prequalification Statement
c. Current Prevailing Wage Rates Table (if required by City)
d. Insurance Accord Form
e. Payment Bond
f. Performance Bond
g. Maintenance Bond
h. Power of Attorney for Bonds
i. Workers Compensation Affidavit
j. MWBE Commitment Form( If required by City)
k. General Conditions
l. Supplementary Conditions
m. The Standard City Conditions
n. Specifications specifically made part of the Contract Documents by attachment, if
not attached, as incorporated by reference and described in the Table of Contents of
the Project’s Contract Documents
o. Drawings
p. Documentation submitted by contractor prior to Notice of Award.
q. The following which may be delivered or issued after the effective date if the
Agreement and, if issued become an incorporated part of the Contract Documents
i. Notice to Proceed
ii. Field Orders
iii. Change Orders
iv. Letters of Final Acceptance
r. Approved Submittals, other Contractor submittals, and the reports and drawings of
subsurface and physical conditions are not Contract Documents.
10. Contractor—The individual or entity with whom Developer has entered into the Agreement.
11. Day or day – A day, unless otherwise defined, shall mean a Calendar Day.
12. Developer – An individual or entity that desires to make certain improvements within the
City of Fort Worth
13. Drawings—That part of the Contract Documents prepared or approved by Engineer which
graphically shows the scope, extent, and character of the Work to be performed by
Contractor. Submittals are not Drawings as so defined.
14. Engineer—The licensed professional engineer or engineering firm registered in the State of
Texas performing professional services for the Developer.
15. Final Acceptance – The written notice given by the City to the Developer and/or Contractor
that the Work specified in the Contract Documents has been completed to the satisfaction of
the City.
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Standard City Conditions Of The Construction Contract For Developer Awarded Projects
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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
16. Final Inspection – Inspection carried out by the City to verify that the Contractor has
completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in
conformance with the Contract Documents.
17. General Requirements—A part of the Contract Documents between the Developer and a
Contractor.
18. Laws and Regulations—Any and all applicable laws, rules, regulations, ordinances, codes,
and orders of any and all governmental bodies, agencies, authorities, and courts having
jurisdiction.
19. Liens—Charges, security interests, or encumbrances upon Project funds, real property, or
personal property.
20. Milestone—A principal event specified in the Contract Documents relating to an
intermediate Contract Time prior to Final Acceptance of the Work.
21. Non-Participating Change Order—A document, which is prepared for and reviewed by the
City, which is signed by Contractor, and Developer, and authorizes an addition, deletion, or
revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on
or after the Effective Date of the Agreement.
22. Participating Change Order—A document, which is prepared for and approved by the City,
which is signed by Contractor, Developer, and City and authorizes an addition, deletion, or
revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on
or after the Effective Date of the Agreement.
23. Plans – See definition of Drawings.
24. Project Schedule—A schedule, prepared and maintained by Contractor, in accordance with
the General Requirements, describing the sequence and duration of the activities comprising
the Contractor’s plan to accomplish the Work within the Contract Time.
25. Project—The Work to be performed under the Contract Documents.
26. Project Representative—The authorized representative of the City who will be assigned to
the Site.
27. Public Meeting – An announced meeting conducted by the Developer to facilitate public
participation and to assist the public in gaining an informed view of the Project.
28. Regular Working Hours – Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday
thru Friday (excluding legal holidays).
29. Samples—Physical examples of materials, equipment, or workmanship that are
representative of some portion of the Work and which establish the standards by which such
portion of the Work will be judged.
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Standard City Conditions Of The Construction Contract For Developer Awarded Projects
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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
30. Schedule of Submittals—A schedule, prepared and maintained by Contractor, of required
submittals and the time requirements to support scheduled performance of related
construction activities.
31. Site—Lands or areas indicated in the Contract Documents as being furnished by City or
Developer upon which the Work is to be performed, including rights-of-way, permits, and
easements for access thereto, and such other lands furnished by City or Developer which are
designated for the use of Contractor.
32. Specifications—That part of the Contract Documents consisting of written requirements for
materials, equipment, systems, standards and workmanship as applied to the Work, and
certain administrative requirements and procedural matters applicable thereto.
Specifications may be specifically made a part of the Contract Documents by attachment or,
if not attached, may be incorporated by reference as indicated in the Table of Contents
(Division 00 00 00) of each Project.
33. Standard City Conditions – That part of the Contract Documents setting forth requirements
of the City.
34. Subcontractor—An individual or entity having a direct contract with Contractor or with any
other Subcontractor for the performance of a part of the Work at the Site.
35. Submittals—All drawings, diagrams, illustrations, schedules, and other data or information
which are specifically prepared or assembled by or for Contractor and submitted by
Contractor to illustrate some portion of the Work.
36. Superintendent – The representative of the Contractor who is available at all times and able
to receive instructions from the City and/or Developer and to act for the Contractor.
37. Supplementary Conditions—That part of the Contract Documents which amends or
supplements the General Conditions.
38. Supplier—A manufacturer, fabricator, supplier, distributor, materialman, or vendor having
a direct contract with Contractor or with any Subcontractor to furnish materials or
equipment to be incorporated in the Work by Contractor or Subcontractor.
39. Underground Facilities—All underground pipelines, conduits, ducts, cables, wires,
manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any
encasements containing such facilities, including but not limited to, those that convey
electricity, gases, steam, liquid petroleum products, telephone or other communications,
cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or
other control systems.
40. Weekend Working Hours – Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday,
Sunday or legal holiday, as approved in advance by the City.
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Standard City Conditions Of The Construction Contract For Developer Awarded Projects
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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
41. Work—The entire construction or the various separately identifiable parts thereof required
to be provided under the Contract Documents. Work includes and is the result of performing
or providing all labor, services, and documentation necessary to produce such construction
including any Participating Change Order, Non-Participating Change Order, or Field
Order, and furnishing, installing, and incorporating all materials and equipment into such
construction, all as required by the Contract Documents.
42. Working Day – A working day is defined as a day, not including Saturdays, Sundays, or
legal holidays authorized by the City for contract purposes, in which weather or other
conditions not under the control of the Contractor will permit the performance of the
principal unit of work underway for a continuous period of not less than 7 hours between 7
a.m. and 6 p.m.
1.02 Terminology
A. The words and terms discussed in Paragraph 1.02.B through D are not defined but, when used in
the Bidding Requirements or Contract Documents, have the indicated meaning.
B. Defective:
1. The word “defective,” when modifying the word “Work,” refers to Work that is
unsatisfactory, faulty, or deficient in that it:
a. does not conform to the Contract Documents; or
b. does not meet the requirements of any applicable inspection, reference standard, test, or
approval referred to in the Contract Documents; or
c. has been damaged prior to City’s written acceptance.
C. Furnish, Install, Perform, Provide:
1. The word “Furnish” or the word “Install” or the word “Perform” or the word “Provide” or
the word “Supply,” or any combination or similar directive or usage thereof, shall mean
furnishing and incorporating in the Work including all necessary labor, materials, equipment,
and everything necessary to perform the Work indicated, unless specifically limited in the
context used.
D. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known
technical or construction industry or trade meaning are used in the Contract Documents in
accordance with such recognized meaning.
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Standard City Conditions Of The Construction Contract For Developer Awarded Projects
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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
ARTICLE 2 – PRELIMINARY MATTERS
2.01 Before Starting Construction
Baseline Schedules: Submit to City in accordance with the Contract Documents, and prior to starting
the Work. New schedules will be submitted to City when Participating Change Orders or Non-
Participating Change Orders occur.
2.02 Preconstruction Conference
Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as
specified in the Contract Documents.
2.03 Public Meeting
Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor
attending the Public Meeting as scheduled by the City.
ARTICLE 3 – CONTRACT DOCUMENTS AND AMENDING
3.01 Reference Standards
A. Standards, Specifications, Codes, Laws, and Regulations
1. Reference to standards, specifications, manuals, or codes of any technical society,
organization, or association, or to Laws or Regulations, whether such reference be specific or
by implication, shall mean the standard, specification, manual, code, or Laws or Regulations
in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there
were no Bids), except as may be otherwise specifically stated in the Contract Documents.
2. No provision or instruction shall be effective to assign to City, or any of its officers,
directors, members, partners, employees, agents, consultants, or subcontractors, any duty or
authority to supervise or direct the performance of the Work or any duty or authority to
undertake responsibility inconsistent with the provisions of the Contract Documents.
3.02 Amending and Supplementing Contract Documents
A. The Contract Documents may be amended to provide for additions, deletions, and revisions in
the Work or to modify the terms and conditions thereof by a Participating Change Order or a
Non-Participating Change Order.
B. The requirements of the Contract Documents may be supplemented, and minor variations and
deviations in the Work not involving a change in Contract Price or Contract Time, may be
authorized, by one or more of the following ways:
1. A Field Order;
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Standard City Conditions Of The Construction Contract For Developer Awarded Projects
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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
1. City’s or Engineer’s review of a Submittal (subject to the provisions of Paragraph 5.16.C); or
2. City’s written interpretation or clarification.
ARTICLE 4 – BONDS AND INSURANCE
4.01 Licensed Sureties and Insurers
All bonds and insurance required by the Contract Documents to be purchased and maintained by
Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized
in the State of Texas to issue bonds or insurance policies for the limits and coverage so required.
Such surety and insurance companies shall also meet such additional requirements and qualifications
as may be provided Section 4.04.
4.02 Performance, Payment, and Maintenance Bonds
A. Contractor shall furnish performance and payment bonds in the name of Developer and City, in
accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount
equal to the Contract Price as security for the faithful performance and payment of all of
Contractor’s obligations under the Contract Documents.
B. Contractor shall furnish maintenance bonds in the name of Developer and City in an amount
equal to the Contract Price as security to protect the City against any defects in any portion of the
Work described in the Contract Documents. Maintenance bonds shall remain in effect for two
(2) years after the date of Final Acceptance by the City.
C. All bonds shall be in the form prescribed by the Contract Documents except as provided
otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list
of “Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and
as Acceptable Reinsuring Companies” as published in Circular 570 (amended) by the Financial
Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed
by an agent or attorney-in-fact must be accompanied by a sealed and dated power of attorney
which shall show that it is effective on the date the agent or attorney-in-fact signed each bond.
D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or
its right to do business is terminated in the State of Texas or it ceases to meet the requirements of
Paragraph 4.02.C, Contractor shall promptly notify City and shall, within 30 days after the event
giving rise to such notification, provide another bond and surety, both of which shall comply
with the requirements of Paragraphs 4.01 and 4.02.C.
4.03 Certificates of Insurance
Contractor shall deliver to Developer and City, with copies to each additional insured and loss payee
identified in these Standard City Conditions certificates of insurance (and other evidence of
insurance requested by City or any other additional insured) which Contractor is required to
purchase and maintain.
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Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 8 of 35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
1. The certificate of insurance shall document the City, an as “Additional Insured” on all
liability policies.
2. The Contractor’s general liability insurance shall include a, “per project” or “per location”,
endorsement, which shall be identified in the certificate of insurance provided to the City.
3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the
insured, be complete in its entirety, and show complete insurance carrier names as listed in
the current A.M. Best Property & Casualty Guide
4. The insurers for all policies must be licensed and/or approved to do business in the State of
Texas. Except for workers’ compensation, all insurers must have a minimum rating of A-:
VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial
strength and solvency to the satisfaction of Risk Management. If the rating is below that
required, written approval of City is required.
5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor
of the City. In addition, the Contractor agrees to waive all rights of subrogation against the
Engineer (if applicable), and each additional insured identified in these Standard City
Conditions. Failure of the City to demand such certificates or other evidence of full
compliance with the insurance requirements or failure of the City to identify a deficiency
from evidence that is provided shall not be construed as a waiver of Contractor’s obligation
to maintain such lines of insurance coverage.
6. If insurance policies are not written for specified coverage limits, an Umbrella or Excess
Liability insurance for any differences is required. Excess Liability shall follow form of the
primary coverage.
7. Unless otherwise stated, all required insurance shall be written on the “occurrence basis”. If
coverage is underwritten on a claims-made basis, the retroactive date shall be coincident with
or prior to the date of the effective date of the agreement and the certificate of insurance shall
state that the coverage is claims-made and the retroactive date. The insurance coverage shall
be maintained for the duration of the Contract and for three (3) years following Final
Acceptance provided under the Contract Documents or for the warranty period, whichever is
longer. An annual certificate of insurance submitted to the City shall evidence such
insurance coverage.
8. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the
required lines of coverage, nor decrease the limits of said coverage unless such endorsements
are approved in writing by the City. In the event a Contract has been bid or executed and the
exclusions are determined to be unacceptable or the City desires additional insurance
coverage, and the City desires the contractor/engineer to obtain such coverage, the contract
price shall be adjusted by the cost of the premium for such additional coverage plus 10%.
9. Any self-insured retention (SIR), in excess of $25,000.00, affecting required insurance
coverage shall be approved by the City in regards to asset value and stockholders' equity. In
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Standard City Conditions Of The Construction Contract For Developer Awarded Projects
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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
lieu of traditional insurance, alternative coverage maintained through insurance pools or risk
retention groups, must also be approved by City.
10. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a
first-dollar basis, must be acceptable to and approved by the City.
11. City, at its sole discretion, reserves the right to review the insurance requirements and to
make reasonable adjustments to insurance coverage’s and their limits when deemed
necessary and prudent by the City based upon changes in statutory law, court decision or the
claims history of the industry as well as of the contracting party to the City. The City shall
be required to provide prior notice of 90 days, and the insurance adjustments shall be
incorporated into the Work by Change Order.
12. City shall be entitled, upon written request and without expense, to receive copies of policies
and endorsements thereto and may make any reasonable requests for deletion or revision or
modifications of particular policy terms, conditions, limitations, or exclusions necessary to
conform the policy and endorsements to the requirements of the Contract. Deletions,
revisions, or modifications shall not be required where policy provisions are established by
law or regulations binding upon either party or the underwriter on any such policies.
13. City shall not be responsible for the direct payment of insurance premium costs for
Contractor’s insurance.
4.04 Contractor’s Insurance
A. Workers Compensation and Employers’ Liability. Contractor shall purchase and maintain such
insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers’
Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for
Employers’ Liability as is appropriate for the Work being performed and as will provide
protection from claims set forth below which may arise out of or result from Contractor’s
performance of the Work and Contractor’s other obligations under the Contract Documents,
whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly
or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts
any of them may be liable:
1. claims under workers’ compensation, disability benefits, and other similar employee benefit
acts;
2. claims for damages because of bodily injury, occupational sickness or disease, or death of
Contractor’s employees.
3. The limits of liability for the insurance shall provide the following coverages for not less
than the following amounts or greater where required by Laws and Regulations
a. Statutory limits
b. Employer's liability
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Standard City Conditions Of The Construction Contract For Developer Awarded Projects
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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
1) $100,000 each accident/occurrence
2) $100,000 Disease - each employee
3) $500,000 Disease - policy limit
B. Commercial General Liability. Coverage shall include but not be limited to covering liability
(bodily injury or property damage) arising from: premises/operations, independent contractors,
products/completed operations, personal injury, and liability under an insured contract. Insurance
shall be provided on an occurrence basis, and as comprehensive as the current Insurance
Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to
any other insurance or self-insurance programs afforded to the City. The Commercial General
Liability policy, shall have no exclusions by endorsements that would alter of nullify
premises/operations, products/completed operations, contractual, personal injury, or advertising
injury, which are normally contained with the policy, unless the City approves such exclusions
in writing.
1. For construction projects that present a substantial completed operation exposure, the City
may require the contractor to maintain completed operations coverage for a minimum of no
less than three (3) years following the completion of the project
2. Contractor's Liability Insurance under this Section which shall be on a per project basis
covering the Contractor with minimum limits of:
a. $1,000,000 each occurrence
b. $2,000,000 aggregate limit
3. The policy must have an endorsement (Amendment – Aggregate Limits of Insurance)
making the General Aggregate Limits apply separately to each job site.
4. The Commercial General Liability Insurance policies shall provide “X”, “C”, and “U”
coverage’s. Verification of such coverage must be shown in the Remarks Article of the
Certificate of Insurance.
C. Automobile Liability. A commercial business auto policy shall provide coverage on “any auto”,
defined as autos owned, hired and non-owned and provide indemnity for claims for damages
because bodily injury or death of any person and or property damage arising out of the work,
maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by
anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone
for whose acts any of them may be liable.
1. Automobile Liability, Contractor’s Liability Insurance under this Section, which shall be in
an amount not less than the following amounts:
a. Automobile Liability - a commercial business policy shall provide coverage on "Any
Auto", defined as autos owned, hired and non-owned.
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Standard City Conditions Of The Construction Contract For Developer Awarded Projects
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CITY OF FORT WORTH
STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
1) $1,000,000 each accident on a combined single limit basis. Split limits are
acceptable if limits are at least:
2) $250,000 Bodily Injury per person
3) $500,000 Bodily Injury per accident /
4) $100,000 Property Damage
D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of
railroad right-of-way, the Contractor shall comply with the following requirements:
1. The Contractor’s construction activities will require its employees, agents, subcontractors,
equipment, and material deliveries to cross railroad properties and tracks owned and
operated by: ____________________________________________________________
Write the name of the railroad company. (If none, then write none)
2. The Contractor shall conduct its operations on railroad properties in such a manner as not to
interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use
or operation of its/their trains or other property. Such operations on railroad properties may
require that Contractor to execute a “Right of Entry Agreement” with the particular railroad
company or companies involved, and to this end the Contractor should satisfy itself as to the
requirements of each railroad company and be prepared to execute the right-of-entry (if any)
required by a railroad company. The requirements specified herein likewise relate to the
Contractor’s use of private and/or construction access roads crossing said railroad company’s
properties.
3. The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions
shall provide coverage for not less than the following amounts, issued by companies
satisfactory to the City and to the Railroad Company for a term that continues for so long as
the Contractor’s operations and work cross, occupy, or touch railroad property:
a. General Aggregate: _____________________________________
Enter limits provided by Railroad Company (If none, write none)
b. Each Occurrence: : _____________________________________
Enter limits provided by Railroad Company (If none, write none)
4. With respect to the above outlined insurance requirements, the following shall govern:
a. Where a single railroad company is involved, the Contractor shall provide one insurance
policy in the name of the railroad company. However, if more than one grade separation
or at-grade crossing is affected by the Project at entirely separate locations on the line or
lines of the same railroad company, separate coverage may be required, each in the
amount stated above.
b. Where more than one railroad company is operating on the same right-of-way or where
several railroad companies are involved and operated on their own separate rights-of-
None
None
None
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way, the Contractor may be required to provide separate insurance policies in the name
of each railroad company.
c. If, in addition to a grade separation or an at-grade crossing, other work or activity is
proposed on a railroad company’s right-of-way at a location entirely separate from the
grade separation or at-grade crossing, insurance coverage for this work must be included
in the policy covering the grade separation.
d. If no grade separation is involved but other work is proposed on a railroad company’s
right-of-way, all such other work may be covered in a single policy for that railroad, even
though the work may be at two or more separate locations.
5. No work or activities on a railroad company’s property to be performed by the Contractor
shall be commenced until the Contractor has furnished the City with an original policy or
policies of the insurance for each railroad company named, as required above. All such
insurance must be approved by the City and each affected Railroad Company prior to the
Contractor’s beginning work.
6. The insurance specified above must be carried until all Work to be performed on the railroad
right-of-way has been completed and the grade crossing, if any, is no longer used by the
Contractor. In addition, insurance must be carried during all maintenance and/or repair work
performed in the railroad right-of-way. Such insurance must name the railroad company as
the insured, together with any tenant or lessee of the railroad company operating over tracks
involved in the Project.
E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation
or other loss of insurance coverage. Contractor shall stop work until replacement insurance has
been procured. There shall be no time credit for days not worked pursuant to this section.
4.05 Acceptance of Bonds and Insurance; Option to Replace
If City has any objection to the coverage afforded by or other provisions of the bonds or insurance
required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis
of non-conformance with the Contract Documents, the Developer and City shall so notify the
Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence
requested). Contractor shall provide to the City such additional information in respect of insurance
provided as the Developer or City may reasonably request. If Contractor does not purchase or
maintain all of the bonds and insurance required by the Contract Documents, the Developer or City
shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure
to maintain prior to any change in the required coverage.
ARTICLE 5 – CONTRACTOR’S RESPONSIBILITIES
5.01 Supervision and Superintendent
A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting
such attention thereto and applying such skills and expertise as may be necessary to perform the
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Work in accordance with the Contract Documents. Contractor shall be solely responsible for the
means, methods, techniques, sequences, and procedures of construction.
B. At all times during the progress of the Work, Contractor shall assign a competent, English-
speaking, Superintendent who shall not be replaced without written notice to City. The
Superintendent will be Contractor’s representative at the Site and shall have authority to act on
behalf of Contractor. All communication given to or received from the Superintendent shall be
binding on Contractor.
C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of
construction.
5.02 Labor; Working Hours
A. Contractor shall provide competent, suitably qualified personnel to perform construction as
required by the Contract Documents. Contractor shall at all times maintain good discipline and
order at the Site.
B. Except as otherwise required for the safety or protection of persons or the Work or property at
the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work
at the Site shall be performed during Regular Working Hours. Contractor will not permit the
performance of Work beyond Regular Working Hours or for Weekend Working Hours without
City’s written consent (which will not be unreasonably withheld). Written request (by letter or
electronic communication) to perform Work:
1. for beyond Regular Working Hours request must be made by noon at least two (2) Business
Days prior
2. for Weekend Working Hours request must be made by noon of the preceding Thursday
3. for legal holidays request must be made by noon two Business Days prior to the legal
holiday.
5.03 Services, Materials, and Equipment
A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full
responsibility for all services, materials, equipment, labor, transportation, construction
equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary
facilities, temporary facilities, and all other facilities and incidentals necessary for the
performance, Contractor required testing, start-up, and completion of the Work.
B. All materials and equipment incorporated into the Work shall be as specified or, if not specified,
shall be of good quality and new, except as otherwise provided in the Contract Documents. All
special warranties and guarantees required by the Specifications shall expressly run to the benefit
of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of
required tests) as to the source, kind, and quality of materials and equipment.
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C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed,
connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of
the applicable Supplier, except as otherwise may be provided in the Contract Documents.
5.04 Project Schedule
A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.01
and the General Requirements as it may be adjusted from time to time as provided below.
1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.01 and
the General Requirements) proposed adjustments in the Project Schedule.
2. Proposed adjustments in the Project Schedule that will change the Contract Time shall be
submitted in accordance with the requirements of Article 9. Adjustments in Contract Time
for projects with City participation shall be made by participating change orders.
5.05 Substitutes and “Or-Equals”
A. Whenever an item of material or equipment is specified or described in the Contract Documents
by using the name of a proprietary item or the name of a particular Supplier, the specification or
description is intended to establish the type, function, appearance, and quality required. Unless
the specification or description contains or is followed by words reading that no like, equivalent,
or “or-equal” item or no substitution is permitted, other items of material or equipment of other
Suppliers may be submitted to City for review under the circumstances described below.
1. “Or-Equal” Items: If in City’s sole discretion an item of material or equipment proposed by
Contractor is functionally equal to that named and sufficiently similar so that no change in
related Work will be required, it may be considered by City as an “or-equal” item, in which
case review and approval of the proposed item may, in City’s sole discretion, be
accomplished without compliance with some or all of the requirements for approval of
proposed substitute items. For the purposes of this Paragraph 5.05.A.1, a proposed item of
material or equipment will be considered functionally equal to an item so named if:
a. City determines that:
1) it is at least equal in materials of construction, quality, durability, appearance,
strength, and design characteristics;
2) it will reliably perform at least equally well the function and achieve the results
imposed by the design concept of the completed Project as a functioning whole; and
3) it has a proven record of performance and availability of responsive service; and
b. Contractor certifies that, if approved and incorporated into the Work:
1) there will be no increase in cost to the City or increase in Contract Time; and
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2) it will conform substantially to the detailed requirements of the item named in the
Contract Documents.
2. Substitute Items:
a. If in City’s sole discretion an item of material or equipment proposed by Contractor does
not qualify as an “or-equal” item under Paragraph 5.05.A.1, it may be submitted as a
proposed substitute item.
b. Contractor shall submit sufficient information as provided below to allow City to
determine if the item of material or equipment proposed is essentially equivalent to that
named and an acceptable substitute therefor. Requests for review of proposed substitute
items of material or equipment will not be accepted by City from anyone other than
Contractor.
c. Contractor shall make written application to City for review of a proposed substitute item
of material or equipment that Contractor seeks to furnish or use. The application shall
comply with Section 01 25 00 and:
1) shall certify that the proposed substitute item will:
i. perform adequately the functions and achieve the results called for by the general
design;
ii. be similar in substance to that specified;
iii. be suited to the same use as that specified; and
2) will state:
i. the extent, if any, to which the use of the proposed substitute item will prejudice
Contractor’s achievement of final completion on time;
ii. whether use of the proposed substitute item in the Work will require a change in
any of the Contract Documents (or in the provisions of any other direct contract
with City for other work on the Project) to adapt the design to the proposed
substitute item;
iii. whether incorporation or use of the proposed substitute item in connection with
the Work is subject to payment of any license fee or royalty; and
3) will identify:
i. all variations of the proposed substitute item from that specified;
ii. available engineering, sales, maintenance, repair, and replacement services; and
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4) shall contain an itemized estimate of all costs or credits that will result directly or
indirectly from use of such substitute item, including costs of redesign and Damage
Claims of other contractors affected by any resulting change.
B. Substitute Construction Methods or Procedures: If a specific means, method, technique,
sequence, or procedure of construction is expressly required by the Contract Documents,
Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure
of construction approved by City. Contractor shall submit sufficient information to allow City, in
City’s sole discretion, to determine that the substitute proposed is equivalent to that expressly
called for by the Contract Documents. Contractor shall make written application to City for
review in the same manner as those provided in Paragraph 5.05.A.2.
C. City’s Evaluation: City will be allowed a reasonable time within which to evaluate each
proposal or submittal made pursuant to Paragraphs 5.05.A and 5.05.B. City may require
Contractor to furnish additional data about the proposed substitute. City will be the sole judge of
acceptability. No “or-equal” or substitute will be ordered, installed or utilized until City’s review
is complete, which will be evidenced by a Change Order in the case of a substitute and an
accepted Submittal for an “or-equal.” City will advise Contractor in writing of its determination.
D. Special Guarantee: City may require Contractor to furnish at Contractor’s expense a special
performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall
indemnify and hold harmless City and anyone directly or indirectly employed by them from and
against any and all claims, damages, losses and expenses (including attorneys fees) arising out
of the use of substituted materials or equipment.
E. City’s Cost Reimbursement: City will record City’s costs in evaluating a substitute proposed or
submitted by Contractor pursuant to Paragraphs 5.05.A.2 and 5.05.B. Whether or not City
approves a substitute so proposed or submitted by Contractor, Contractor may be required to
reimburse City for evaluating each such proposed substitute. Contractor may also be required to
reimburse City for the charges for making changes in the Contract Documents.
F. Contractor’s Expense: Contractor shall provide all data in support of any proposed substitute or
“or-equal” at Contractor’s expense.
G. Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute
shall be incorporated to the Contract by Participating Change Order.
5.06 Pre-Qualification of Bidders (Prime Contractors and Subcontractors)
A. The Contractor and any subcontractors are required to be prequalified for the work types
requiring pre-qualification
5.07 Concerning Subcontractors, Suppliers, and Others
A. Minority and Women Owned Business Enterprise Compliance:
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Required for this Contract.
(Check this box if there is any City Participation)
Not Required for this Contract.
It is City policy to ensure the full and equitable participation by Minority and Women Business
Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the
Contract Documents provide for a MWBE goal, Contractor is required to comply with the intent
of the City’s MWBE Ordinance (as amended) by the following:
1. Contractor shall, upon request by City, provide complete and accurate information regarding
actual work performed by a MWBE on the Contract and payment therefor.
2. Contractor will not make additions, deletions, or substitutions of accepted MWBE without
written consent of the City. Any unjustified change or deletion shall be a material breach of
Contract and may result in debarment in accordance with the procedures outlined in the
Ordinance.
3. Contractor shall, upon request by City, allow an audit and/or examination of any books,
records, or files in the possession of the Contractor that will substantiate the actual work
performed by an MWBE. Material misrepresentation of any nature will be grounds for
termination of the Contract. Any such misrepresentation may be grounds for disqualification
of Contractor to bid on future contracts with the City for a period of not less than three years.
B. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors,
Suppliers, and other individuals or entities performing or furnishing any of the Work just as
Contractor is responsible for Contractor’s own acts and omissions. Nothing in the Contract
Documents:
1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity
any contractual relationship between City and any such Subcontractor, Supplier or other
individual or entity; nor
2. shall create any obligation on the part of City to pay or to see to the payment of any moneys
due any such Subcontractor, Supplier, or other individual or entity except as may otherwise
be required by Laws and Regulations.
C. Contractor shall be solely responsible for scheduling and coordinating the Work of
Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the
Work under a direct or indirect contract with Contractor.
D. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing
any of the Work shall communicate with City through Contractor.
E. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an
appropriate agreement between Contractor and the Subcontractor or Supplier which specifically
binds the Subcontractor or Supplier to the applicable terms and conditions of these Contract
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Documents, Contractor shall provide City contract numbers and reference numbers to the
Subcontractors and/or Suppliers.
5.08 Wage Rates
Required for this Contract.
Not Required for this Contract.
A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of
Chapter 2258, Texas Government Code (as amended), including the payment of not less than the
rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in
accordance with Chapter 2258. Such prevailing wage rates are included in these Contract
Documents.
B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage
shall, upon demand made by the City, pay to the City $60 for each worker employed for each
calendar day or part of the day that the worker is paid less than the prevailing wage rates
stipulated in these contract documents. This penalty shall be retained by the City to offset its
administrative costs, pursuant to Texas Government Code 2258.023.
C. Complaints of Violations and City Determination of Good Cause. On receipt of information,
including a complaint by a worker, concerning an alleged violation of 2258.023, Texas
Government Code, by a Contractor or Subcontractor, the City shall make an initial
determination, before the 31st day after the date the City receives the information, as to whether
good cause exists to believe that the violation occurred. The City shall notify in writing the
Contractor or Subcontractor and any affected worker of its initial determination. Upon the
City’s determination that there is good cause to believe the Contractor or Subcontractor has
violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or
claimants as the difference between wages paid and wages due under the prevailing wage rates,
such amounts being subtracted from successive progress payments pending a final determination
of the violation.
D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of
Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected
worker, shall be submitted to binding arbitration in accordance with the Texas General
Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any
affected worker does not resolve the issue by agreement before the 15th day after the date the
City makes its initial determination pursuant to Paragraph C above. If the persons required to
arbitrate under this section do not agree on an arbitrator before the 11th day after the date that
arbitration is required, a district court shall appoint an arbitrator on the petition of any of the
persons. The City is not a party in the arbitration. The decision and award of the arbitrator is
final and binding on all parties and may be enforced in any court of competent jurisdiction.
E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3)
years following the date of acceptance of the work, maintain records that show (i) the name and
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occupation of each worker employed by the Contractor in the construction of the Work provided
for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be
open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right
to Audit, shall pertain to this inspection.
F. Progress Payments. With each progress payment or payroll period, whichever is less, the
Contractor shall submit an affidavit stating that the Contractor has complied with the
requirements of Chapter 2258, Texas Government Code.
G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at
all times.
H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall
otherwise require all of its Subcontractors to comply with Paragraphs A through G above.
5.09 Patent Fees and Royalties
A. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold
harmless City, from and against all claims, costs, losses, and damages (including but not limited
to all fees and charges of engineers, architects, attorneys, and other professionals and all court
or arbitration or other dispute resolution costs) arising out of or relating to any infringement of
patent rights or copyrights incident to the use in the performance of the Work or resulting from
the incorporation in the Work of any invention, design, process, product, or device not specified
in the Contract Documents.
5.10 Laws and Regulations
A. Contractor shall give all notices required by and shall comply with all Laws and Regulations
applicable to the performance of the Work. Except where otherwise expressly required by
applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor’s
compliance with any Laws or Regulations.
B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws
or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or arbitration or other dispute resolution costs) arising out of or relating to such Work.
However, it shall not be Contractor’s responsibility to make certain that the Specifications and
Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of
Contractor’s obligations under Paragraph 3.01.
5.11 Use of Site and Other Areas
A. Limitation on Use of Site and Other Areas:
1. Contractor shall confine construction equipment, the storage of materials and equipment, and
the operations of workers to the Site and other areas permitted by Laws and Regulations, and
shall not unreasonably encumber the Site and other areas with construction equipment or
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other materials or equipment. Contractor shall assume full responsibility for any damage to
any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas
resulting from the performance of the Work.
2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is
carrying on operations in a portion of a street, right-of-way, or easement greater than is
necessary for proper execution of the Work, the City may require the Contractor to finish the
section on which operations are in progress before work is commenced on any additional
area of the Site.
3. Should any Damage Claim be made by any such owner or occupant because of the
performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim.
4. Pursuant to Paragraph 5.18, Contractor shall indemnify and hold harmless City, from and
against all claims, costs, losses, and damages arising out of or relating to any claim or
action, legal or equitable, brought by any such owner or occupant against City.
B. Removal of Debris During Performance of the Work: During the progress of the Work
Contractor shall keep the Site and other areas free from accumulations of waste materials,
rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other
debris shall conform to applicable Laws and Regulations.
C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the
clean-up on the job site is proceeding in a manner unsatisfactory to the City or Developer, if the
Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as
the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the
written notice (by letter or electronic communication), and shall be entitled to recover its cost in
doing so. The City may withhold Final Acceptance until clean-up is complete and cost are
recovered.
D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and
the Work and make it ready for utilization by City or adjacent property owner. At the completion
of the Work Contractor shall remove from the Site all tools, appliances, construction equipment
and machinery, and surplus materials and shall restore to original condition or better all property
disturbed by the Work.
E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded
in any manner that will endanger the structure, nor shall Contractor subject any part of the Work
or adjacent property to stresses or pressures that will endanger it.
5.12 Record Documents
A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor
and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change
Orders, Field Orders, and written interpretations and clarifications in good order and annotated
to show changes made during construction. These record documents together with all approved
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Samples and a counterpart of all accepted Submittals will be available to City for reference.
Upon completion of the Work, these record documents, any operation and maintenance manuals,
and Submittals will be delivered to City prior to Final Inspection. Contractor shall include
accurate locations for buried and imbedded items.
5.13 Safety and Protection
A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety
precautions and programs in connection with the Work. Such responsibility does not relieve
Subcontractors of their responsibility for the safety of persons or property in the performance of
their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall
take all necessary precautions for the safety of, and shall provide the necessary protection to
prevent damage, injury or loss to:
1. all persons on the Site or who may be affected by the Work;
2. all the Work and materials and equipment to be incorporated therein, whether in storage on
or off the Site; and
3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks,
pavements, roadways, structures, utilities, and Underground Facilities not designated for
removal, relocation, or replacement in the course of construction.
B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of
persons or property, or to the protection of persons or property from damage, injury, or loss; and
shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall
notify owners of adjacent property and of Underground Facilities and other utility owners when
prosecution of the Work may affect them, and shall cooperate with them in the protection,
removal, relocation, and replacement of their property.
C. Contractor shall comply with the applicable requirements of City’s safety programs, if any.
D. Contractor shall inform City of the specific requirements of Contractor’s safety program, if any,
with which City’s employees and representatives must comply while at the Site.
E. All damage, injury, or loss to any property referred to in Paragraph 5.13.A.2 or 5.13.A.3 caused,
directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any
other individual or entity directly or indirectly employed by any of them to perform any of the
Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor.
F. Contractor’s duties and responsibilities for safety and for protection of the Work shall continue
until such time as all the Work is completed and City has accepted the Work.
5.14 Safety Representative
Contractor shall inform City in writing of Contractor’s designated safety representative at the Site.
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5.15 Hazard Communication Programs
Contractor shall be responsible for coordinating any exchange of material safety data sheets or other
hazard communication information required to be made available to or exchanged between or
among employers in accordance with Laws or Regulations.
5.16 Submittals
A. Contractor shall submit required Submittals to City for review and acceptance. Each submittal
will be identified as required by City.
1. Submit number of copies specified in the General Requirements.
2. Data shown on the Submittals will be complete with respect to quantities, dimensions,
specified performance and design criteria, materials, and similar data to show City the
services, materials, and equipment Contractor proposes to provide and to enable City to
review the information for the limited purposes required by Paragraph 5.16.C.
3. Submittals submitted as herein provided by Contractor and reviewed by City for
conformance with the design concept shall be executed in conformity with the Contract
Documents unless otherwise required by City.
4. When Submittals are submitted for the purpose of showing the installation in greater detail,
their review shall not excuse Contractor from requirements shown on the Drawings and
Specifications.
5. For-Information-Only submittals upon which the City is not expected to conduct review or
take responsive action may be so identified in the Contract Documents.
6. Submit required number of Samples specified in the Specifications.
7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers,
the use for which intended and other data as City may require to enable City to review the
submittal for the limited purposes required by Paragraph 5.16.C.
B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any
related Work performed prior to City’s review and acceptance of the pertinent submittal will be
at the sole expense and responsibility of Contractor.
C. City’s Review:
1. City will provide timely review of required Submittals in accordance with the Schedule of
Submittals acceptable to City. City’s review and acceptance will be only to determine if the
items covered by the submittals will, after installation or incorporation in the Work, conform
to the information given in the Contract Documents and be compatible with the design
concept of the completed Project as a functioning whole as indicated by the Contract
Documents.
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2. City’s review and acceptance will not extend to means, methods, techniques, sequences, or
procedures of construction (except where a particular means, method, technique, sequence,
or procedure of construction is specifically and expressly called for by the Contract
Documents) or to safety precautions or programs incident thereto. The review and
acceptance of a separate item as such will not indicate approval of the assembly in which the
item functions.
3. City’s review and acceptance shall not relieve Contractor from responsibility for any
variation from the requirements of the Contract Documents unless Contractor has complied
with the requirements of Section 01 33 00 and City has given written acceptance of each
such variation by specific written notation thereof incorporated in or accompanying the
Submittal. City’s review and acceptance shall not relieve Contractor from responsibility for
complying with the requirements of the Contract Documents.
5.17 Contractor’s General Warranty and Guarantee
A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract
Documents and will not be defective. City and its officers, directors, members, partners,
employees, agents, consultants, and subcontractors shall be entitled to rely on representation of
Contractor’s warranty and guarantee.
B. Contractor’s warranty and guarantee hereunder excludes defects or damage caused by:
1. abuse, modification, or improper maintenance or operation by persons other than Contractor,
Subcontractors, Suppliers, or any other individual or entity for whom Contractor is
responsible; or
2. normal wear and tear under normal usage.
C. Contractor’s obligation to perform and complete the Work in accordance with the Contract
Documents shall be absolute. None of the following will constitute an acceptance of Work that is
not in accordance with the Contract Documents or a release of Contractor’s obligation to
perform the Work in accordance with the Contract Documents:
1. observations by City;
2. recommendation or payment by City or Developer of any progress or final payment;
3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by
City;
4. use or occupancy of the Work or any part thereof by City;
5. any review and acceptance of a Submittal by City;
6. any inspection, test, or approval by others; or
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7. any correction of defective Work by City.
D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to
other work or property resulting therefrom which shall appear within a period of two (2) years
from the date of Final Acceptance of the Work unless a longer period is specified and shall
furnish a good and sufficient maintenance bond, complying with the requirements of Article
4.02.B. The City will give notice of observed defects with reasonable promptness.
5.18 Indemnification
A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the
City, its officers, servants and employees, from and against any and all claims arising out of, or
alleged to arise out of, the work and services to be performed by the Contractor, its officers,
agents, employees, subcontractors, licenses or invitees under this Contract. THIS
INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE
AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME
OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY
ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is
intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by
the City in defending against such claims and causes of actions.
B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its
officers, servants and employees, from and against any and all loss, damage or destruction of
property of the City, arising out of, or alleged to arise out of, the work and services to be
performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees
under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY
INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR
PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE
CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF
THE CITY.
5.19 Delegation of Professional Design Services
A. Contractor will not be required to provide professional design services unless such services are
specifically required by the Contract Documents for a portion of the Work or unless such
services are required to carry out Contractor’s responsibilities for construction means, methods,
techniques, sequences and procedures.
B. If professional design services or certifications by a design professional related to systems,
materials or equipment are specifically required of Contractor by the Contract Documents, City
will specify all performance and design criteria that such services must satisfy. Contractor shall
cause such services or certifications to be provided by a properly licensed professional, whose
signature and seal shall appear on all drawings, calculations, specifications, certifications, and
Submittals prepared by such professional. Submittals related to the Work designed or certified
by such professional, if prepared by others, shall bear such professional’s written approval when
submitted to City.
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C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services,
certifications or approvals performed by such design professionals, provided City has specified
to Contractor performance and design criteria that such services must satisfy.
D. Pursuant to this Paragraph 5.19, City’s review and acceptance of design calculations and design
drawings will be only for the limited purpose of checking for conformance with performance
and design criteria given and the design concept expressed in the Contract Documents. City’s
review and acceptance of Submittals (except design calculations and design drawings) will be
only for the purpose stated in Paragraph 5.16.C.
5.20 Right to Audit:
A. The City reserves the right to audit all projects utilizing City funds
B. The Contractor agrees that the City shall, until the expiration of three (3) years after final
payment under this Contract, have access to and the right to examine and photocopy any directly
pertinent books, documents, papers, and records of the Contractor involving transactions relating
to this Contract. Contractor agrees that the City shall have access during Regular Working Hours
to all necessary Contractor facilities and shall be provided adequate and appropriate work space
in order to conduct audits in compliance with the provisions of this Paragraph. The City shall
give Contractor reasonable advance notice of intended audits.
C. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that
the subcontractor agrees that the City shall, until the expiration of three (3) years after final
payment under this Contract, have access to and the right to examine and photocopy any directly
pertinent books, documents, papers, and records of such Subcontractor, involving transactions to
the subcontract, and further, that City shall have access during Regular Working Hours to all
Subcontractor facilities, and shall be provided adequate and appropriate work space in order to
conduct audits in compliance with the provisions of this Paragraph. The City shall give
Subcontractor reasonable advance notice of intended audits.
D. Contractor and Subcontractor agree to photocopy such documents as may be requested by the
City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate
published in the Texas Administrative Code in effect as of the time copying is performed.
5.21 Nondiscrimination
A. The City is responsible for operating Public Transportation Programs and implementing transit-
related projects, which are funded in part with Federal financial assistance awarded by the U.S.
Department of Transportation and the Federal Transit Administration (FTA), without
discriminating against any person in the United States on the basis of race, color, or national
origin.
B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of
the Act and the Regulations as further defined in the Supplementary Conditions for any project
receiving Federal assistance.
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ARTICLE 6 – OTHER WORK AT THE SITE
6.01 Related Work at Site
A. City may perform other work related to the Project at the Site with City’s employees, or other
City contractors, or through other direct contracts therefor, or have other work performed by
utility owners. If such other work is not noted in the Contract Documents, then written notice
thereof will be given to Contractor prior to starting any such other work; and
B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility
owner, and City, if City is performing other work with City’s employees or other City
contractors, proper and safe access to the Site, provide a reasonable opportunity for the
introduction and storage of materials and equipment and the execution of such other work, and
properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of
the Work that may be required to properly connect or otherwise make its several parts come
together and properly integrate with such other work. Contractor shall not endanger any work of
others by cutting, excavating, or otherwise altering such work; provided, however, that
Contractor may cut or alter others' work with the written consent of City and the others whose
work will be affected.
C. If the proper execution or results of any part of Contractor’s Work depends upon work
performed by others under this Article 7, Contractor shall inspect such other work and promptly
report to City in writing any delays, defects, or deficiencies in such other work that render it
unavailable or unsuitable for the proper execution and results of Contractor’s Work. Contractor’s
failure to so report will constitute an acceptance of such other work as fit and proper for
integration with Contractor’s Work except for latent defects in the work provided by others.
ARTICLE 7 – CITY’S RESPONSIBILITIES
7.01 Inspections, Tests, and Approvals
City’s responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph
11.03.
7.02 Limitations on City’s Responsibilities
A. The City shall not supervise, direct, or have control or authority over, nor be responsible for,
Contractor’s means, methods, techniques, sequences, or procedures of construction, or the safety
precautions and programs incident thereto, or for any failure of Contractor to comply with Laws
and Regulations applicable to the performance of the Work. City will not be responsible for
Contractor’s failure to perform the Work in accordance with the Contract Documents.
B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 5.13.
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7.03 Compliance with Safety Program
While at the Site, City’s employees and representatives shall comply with the specific applicable
requirements of Contractor’s safety programs of which City has been informed pursuant to
Paragraph 5.13.
ARTICLE 8 – CITY’S OBSERVATION STATUS DURING CONSTRUCTION
8.01 City’s Project Representative
City will provide one or more Project Representative(s) during the construction period. The duties
and responsibilities and the limitations of authority of City’s representative during construction are
set forth in the Contract Documents.
A. City’s Project Representative will make visits to the Site at intervals appropriate to the various
stages of construction as City deems necessary in order to observe the progress that has been
made and the quality of the various aspects of Contractor’s executed Work. Based on
information obtained during such visits and observations, City’s Project Representative will
determine, in general, if the Work is proceeding in accordance with the Contract Documents.
City’s Project Representative will not be required to make exhaustive or continuous inspections
on the Site to check the quality or quantity of the Work. City’s Project Representative’s efforts
will be directed toward providing City a greater degree of confidence that the completed Work
will conform generally to the Contract Documents.
B. City’s Project Representative’s visits and observations are subject to all the limitations on
authority and responsibility in the Contract Documents.
8.02 Authorized Variations in Work
City’s Project Representative may authorize minor variations in the Work from the requirements of
the Contract Documents which do not involve an adjustment in the Contract Price or the Contract
Time and are compatible with the design concept of the completed Project as a functioning whole as
indicated by the Contract Documents. These may be accomplished by a Field Order and will be
binding on City Developer, and also on Contractor, who shall perform the Work involved promptly.
8.03 Rejecting Defective Work
City will have authority to reject Work which City’s Project Representative believes to be defective,
or will not produce a completed Project that conforms to the Contract Documents or that will
prejudice the integrity of the design concept of the completed Project as a functioning whole as
indicated by the Contract Documents. City will have authority to conduct special inspection or
testing of the Work as provided in Article 11, whether or not the Work is fabricated, installed, or
completed.
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8.04 Determinations for Work Performed
Contractor will determine the actual quantities and classifications of Work performed. City’s Project
Representative will review with Contractor the preliminary determinations on such matters before
rendering a written recommendation. City’s written decision will be final (except as modified to
reflect changed factual conditions or more accurate data).
ARTICLE 9 – CHANGES IN THE WORK
9.01 Authorized Changes in the Work
A. Without invalidating the Contract and without notice to any surety, City may, at any time or
from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall
promptly proceed with the Work involved which will be performed under the applicable
conditions of the Contract Documents (except as otherwise specifically provided). Extra Work
shall be memorialized by a Participating Change Order which may or may not precede an order
of Extra work.
B. For minor changes of Work not requiring changes to Contract Time or Contract Price on a
project with City participation, a Field Order may be issued by the City.
9.02 Notification to Surety
If the provisions of any bond require notice to be given to a surety of any change affecting the
general scope of the Work or the provisions of the Contract Documents (including, but not limited
to, Contract Price or Contract Time), the giving of any such notice will be Contractor’s
responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the
effect of any such change.
ARTICLE 10 – CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME
10.01 Change of Contract Price
A. The Contract Price may only be changed by a Participating Change Order for projects with City
participation.
10.02 Change of Contract Time
A. The Contract Time may only be changed by a Participating Change Order for projects with City
participation.
10.03 Delays
A. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or
damages (including but not limited to all fees and charges of engineers, architects, attorneys, and
other professionals and all court or arbitration or other dispute resolution costs) sustained by
Contractor on or in connection with any other project or anticipated project.
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ARTICLE 11 – TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF
DEFECTIVE WORK
11.01 Notice of Defects
Notice of all defective Work of which City has actual knowledge will be given to Contractor.
Defective Work may be rejected, corrected, or accepted as provided in this Article 13.
11.02 Access to Work
City, independent testing laboratories, and governmental agencies with jurisdictional interests will
have access to the Site and the Work at reasonable times for their observation, inspection, and
testing. Contractor shall provide them proper and safe conditions for such access and advise them of
Contractor’s safety procedures and programs so that they may comply therewith as applicable.
11.03 Tests and Inspections
A. Contractor shall give City timely notice of readiness of the Work for all required inspections,
tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required
inspections or tests.
B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any
of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full
responsibility for arranging and obtaining such independent inspections, tests, retests or
approvals, pay all costs in connection therewith, and furnish City the required certificates of
inspection or approval; excepting, however, those fees specifically identified in the
Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR)
inspections, which shall be paid as described in the Supplementary Conditions.
C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection
with any inspections, tests, re-tests, or approvals required for City’s acceptance of materials or
equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment
submitted for approval prior to Contractor’s purchase thereof for incorporation in the Work.
Such inspections, tests, re-tests, or approvals shall be performed by organizations approved by
City.
D. City may arrange for the services of an independent testing laboratory (“Testing Lab”) to
perform any inspections or tests (“Testing”) for any part of the Work, as determined solely by
City.
1. City will coordinate such Testing to the extent possible, with Contractor;
2. Should any Testing under this Section 11.03 D result in a “fail”, “did not pass” or other
similar negative result, the Contractor shall be responsible for paying for any and all retests.
Contractor’s cancellation without cause of City initiated Testing shall be deemed a negative
result and require a retest.
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3. Any amounts owed for any retest under this Section 11.03 D shall be paid directly to the
Testing Lab by Contractor. City will forward all invoices for retests to
Developer/Contractor.
4. If Contractor fails to pay the Testing Lab, City will not issue a letter of Final Acceptance
until the Testing Lab is Paid
E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by
Contractor without written concurrence of City, Contractor shall, if requested by City, uncover
such Work for observation.
11.04 Uncovering Work
A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it
must, if requested by City, be uncovered for City’s observation and replaced at Contractor’s
expense.
11.05 City May Stop the Work
If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials
or equipment, or fails to perform the Work in such a way that the completed Work will conform to
the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until
the cause for such order has been eliminated; however, this right of City to stop the Work shall not
give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any
Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent
of any of them.
11.06 Correction or Removal of Defective Work
A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to
an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has
been rejected by City, remove it from the Project and replace it with Work that is not defective.
Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or arbitration or other dispute resolution costs) arising out of or relating to such correction
or removal (including but not limited to all costs of repair or replacement of work of others).
Failure to require the removal of any defective Work shall not constitute acceptance of such
Work.
B. When correcting defective Work under the terms of this Paragraph 11.06 or Paragraph 11.07,
Contractor shall take no action that would void or otherwise impair City’s special warranty and
guarantee, if any, on said Work.
11.07 Correction Period
A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may
be prescribed by the terms of any applicable special guarantee required by the Contract
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Documents), any Work is found to be defective, or if the repair of any damages to the land or
areas made available for Contractor’s use by City or permitted by Laws and Regulations as
contemplated in Paragraph 5.10.A is found to be defective, Contractor shall promptly, without
cost to City and in accordance with City’s written instructions:
1. repair such defective land or areas; or
2. correct such defective Work; or
3. if the defective Work has been rejected by City, remove it from the Project and replace it
with Work that is not defective, and
4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work
of others or other land or areas resulting therefrom.
B. If Contractor does not promptly comply with the terms of City’s written instructions, or in an
emergency where delay would cause serious risk of loss or damage, City may have the defective
Work corrected or repaired or may have the rejected Work removed and replaced. All claims,
costs, losses, and damages (including but not limited to all fees and charges of engineers,
architects, attorneys, and other professionals and all court or other dispute resolution costs)
arising out of or relating to such correction or repair or such removal and replacement (including
but not limited to all costs of repair or replacement of work of others) will be paid by Contractor.
C. Where defective Work (and damage to other Work resulting therefrom) has been corrected or
removed and replaced under this Paragraph 11.07, the correction period hereunder with respect
to such Work may be required to be extended for an additional period of one year after the end
of the initial correction period. City shall provide 30 days written notice to Contractor and
Developer should such additional warranty coverage be required. Contractor’s obligations under
this Paragraph 11.07 are in addition to any other obligation or warranty. The provisions of this
Paragraph 11.07 shall not be construed as a substitute for, or a waiver of, the provisions of any
applicable statute of limitation or repose.
11.08 City May Correct Defective Work
A. If Contractor fails within a reasonable time after written notice from City to correct defective
Work, or to remove and replace rejected Work as required by City in accordance with Paragraph
11.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents,
or if Contractor fails to comply with any other provision of the Contract Documents, City may,
after seven (7) days written notice to Contractor and the Developer, correct, or remedy any such
deficiency.
B. In exercising the rights and remedies under this Paragraph 11.09, City shall proceed
expeditiously. In connection with such corrective or remedial action, City may exclude
Contractor from all or part of the Site, take possession of all or part of the Work and suspend
Contractor’s services related thereto, and incorporate in the Work all materials and equipment
incorporated in the Work, stored at the Site or for which City has paid Contractor but which are
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stored elsewhere. Contractor shall allow City, City’s representatives, agents, consultants,
employees, and City’s other contractors, access to the Site to enable City to exercise the rights
and remedies under this Paragraph.
C. All claims, costs, losses, and damages (including but not limited to all fees and charges of
engineers, architects, attorneys, and other professionals and all court or other dispute resolution
costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph
13.09 will be charged against Contractor, and a Change Order will be issued incorporating the
necessary revisions in the Contract Documents with respect to the Work; and City shall be
entitled to an appropriate decrease in the Contract Price.
D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the
performance of the Work attributable to the exercise of City’s rights and remedies under this
Paragraph 11.09.
ARTICLE 12 – COMPLETION
12.01 Contractor’s Warranty of Title
Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any
Application for Payment will pass to City no later than the time of Final Acceptance and shall be
free and clear of all Liens.
12.02 Partial Utilization
A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed
part of the Work which has specifically been identified in the Contract Documents, or which
City, determines constitutes a separately functioning and usable part of the Work that can be
used by City for its intended purpose without significant interference with Contractor’s
performance of the remainder of the Work. City at any time may notify Contractor in writing to
permit City to use or occupy any such part of the Work which City determines to be ready for its
intended use, subject to the following conditions:
1. Contractor at any time may notify City in writing that Contractor considers any such part of
the Work ready for its intended use.
2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and
Contractor shall make an inspection of that part of the Work to determine its status of
completion. If City does not consider that part of the Work to be substantially complete, City
will notify Contractor in writing giving the reasons therefor.
3. Partial Utilization will not constitute Final Acceptance by City.
12.03 Final Inspection
A. Upon written notice from Contractor that the entire Work is complete in accordance with the
Contract Documents:
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1. within 10 days, City will schedule a Final Inspection with Contractor.
2. City will notify Contractor in writing of all particulars in which this inspection reveals that
the Work is incomplete or defective. Contractor shall immediately take such measures as are
necessary to complete such Work or remedy such deficiencies.
12.04 Final Acceptance
A. Upon completion by Contractor to City’s satisfaction, of any additional Work identified in the
Final Inspection, City will issue to Contractor a letter of Final Acceptance upon the satisfaction
of the following:
1. All documentation called for in the Contract Documents, including but not limited to the
evidence of insurance required by Paragraph 5.03;
2. consent of the surety, if any, to Final Acceptance;
3. a list of all pending or released Damage Claims against City that Contractor believes are
unsettled; and
4. affidavits of payments and complete and legally effective releases or waivers (satisfactory to
City) of all Lien rights arising out of or Liens filed in connection with the Work.
5. after all Damage Claims have been resolved:
a. directly by the Contractor or;
b. Contractor provides evidence that the Damage Claim has been reported to Contractor’s
insurance provider for resolution.
6. Issuing Final Acceptance by the City shall not relieve the Contractor of any guarantees or
other requirements of the Contract Documents which specifically continue thereafter.
ARTICLE 13 – SUSPENSION OF WORK
13.01 City May Suspend Work
A. At any time and without cause, City may suspend the Work or any portion thereof by written
notice to Contractor and which may fix the date on which Work will be resumed. Contractor
shall resume the Work on the date so fixed. During temporary suspension of the Work covered
by these Contract Documents, for any reason, the City will stop contract time on City
participation projects.
B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the
control of and without the fault or negligence of the Contractor, and should it be determined by
mutual consent of the Contractor and City that a solution to allow construction to proceed is not
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available within a reasonable period of time, Contractor may request an extension in Contract
Time, directly attributable to any such suspension.
C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall
store all materials in such a manner that they will not obstruct or impede the public unnecessarily
nor become damaged in any way, and he shall take every precaution to prevent damage or
deterioration of the work performed; he shall provide suitable drainage about the work, and erect
temporary structures where necessary.
ARTICLE 14 – MISCELLANEOUS
14.01 Giving Notice
A. Whenever any provision of the Contract Documents requires the giving of written notice, it will
be deemed to have been validly given if:
1. delivered in person to the individual or to a member of the firm or to an officer of the
corporation for whom it is intended; or
2. delivered at or sent by registered or certified mail, postage prepaid, to the last business
address known to the giver of the notice.
B. Business address changes must be promptly made in writing to the other party.
C. Whenever the Contract Documents specifies giving notice by electronic means such electronic
notice shall be deemed sufficient upon confirmation of receipt by the receiving party.
14.02 Computation of Times
When any period of time is referred to in the Contract Documents by days, it will be computed to
exclude the first and include the last day of such period. If the last day of any such period falls on a
Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last
day of the period.
14.03 Cumulative Remedies
The duties and obligations imposed by these General Conditions and the rights and remedies
available hereunder to the parties hereto are in addition to, and are not to be construed in any way as
a limitation of, any rights and remedies available to any or all of them which are otherwise imposed
or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the
Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically
in the Contract Documents in connection with each particular duty, obligation, right, and remedy to
which they apply.
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14.04 Survival of Obligations
All representations, indemnifications, warranties, and guarantees made in, required by, or given in
accordance with the Contract Documents, as well as all continuing obligations indicated in the
Contract Documents, will survive final payment, completion, and acceptance of the Work or
termination or completion of the Contract or termination of the services of Contractor.
14.05 Headings
Article and paragraph headings are inserted for convenience only and do not constitute parts of these
General Conditions.
01 11 00 - 1
DAP SUMMARY OF WORK
Page 1 of 3
CITY OF FORT WORTH IDEA SEMINARY
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects [Insert Project Number]
Revised December 20, 2012
SECTION 01 11 00 1
SUMMARY OF WORK 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. Summary of Work to be performed in accordance with the Contract Documents 6
B. Deviations from this City of Fort Worth Standard Specification 7
1. None. 8
C. Related Specification Sections include, but are not necessarily limited to: 9
1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 10
2. Division 1 - General Requirements 11
1.2 PRICE AND PAYMENT PROCEDURES 12
A. Measurement and Payment 13
1. Work associated with this Item is considered subsidiary to the various items bid. 14
No separate payment will be allowed for this Item. 15
1.3 REFERENCES [NOT USED] 16
1.4 ADMINISTRATIVE REQUIREMENTS 17
A. Work Covered by Contract Documents 18
1. Work is to include furnishing all labor, materials, and equipment, and performing 19
all Work necessary for this construction project as detailed in the Drawings and 20
Specifications. 21
B. Subsidiary Work 22
1. Any and all Work specifically governed by documentary requirements for the 23
project, such as conditions imposed by the Drawings or Contract Documents in 24
which no specific item for bid has been provided for in the Proposal and the item is 25
not a typical unit bid item included on the standard bid item list, then the item shall 26
be considered as a subsidiary item of Work, the cost of which shall be included in 27
the price bid in the Proposal for various bid items. 28
C. Use of Premises 29
1. Coordinate uses of premises under direction of the City. 30
2. Assume full responsibility for protection and safekeeping of materials and 31
equipment stored on the Site. 32
3. Use and occupy only portions of the public streets and alleys, or other public places 33
or other rights-of-way as provided for in the ordinances of the City, as shown in the 34
Contract Documents, or as may be specifically authorized in writing by the City. 35
a. A reasonable amount of tools, materials, and equipment for construction 36
purposes may be stored in such space, but no more than is necessary to avoid 37
delay in the construction operations. 38
[IDEA SEMINARY]
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CITY OF FORT WORTH IDEA SEMINARY
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects [Insert Project Number]
Revised December 20, 2012
b. Excavated and waste materials shall be stored in such a way as not to interfere 1
with the use of spaces that may be designated to be left free and unobstructed 2
and so as not to inconvenience occupants of adjacent property. 3
c. If the street is occupied by railroad tracks, the Work shall be carried on in such 4
manner as not to interfere with the operation of the railroad. 5
1) All Work shall be in accordance with railroad requirements set forth in 6
Division 0 as well as the railroad permit. 7
D. Work within Easements 8
1. Do not enter upon private property for any purpose without having previously 9
obtained permission from the owner of such property. 10
2. Do not store equipment or material on private property unless and until the 11
specified approval of the property owner has been secured in writing by the 12
Contractor and a copy furnished to the City. 13
3. Unless specifically provided otherwise, clear all rights-of-way or easements of 14
obstructions which must be removed to make possible proper prosecution of the 15
Work as a part of the project construction operations. 16
4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, 17
lawns, fences, culverts, curbing, and all other types of structures or improvements, 18
to all water, sewer, and gas lines, to all conduits, overhead pole lines, or 19
appurtenances thereof, including the construction of temporary fences and to all 20
other public or private property adjacent to the Work. 21
5. Notify the proper representatives of the owners or occupants of the public or private 22
lands of interest in lands which might be affected by the Work. 23
a. Such notice shall be made at least 48 hours in advance of the beginning of the 24
Work. 25
b. Notices shall be applicable to both public and private utility companies and any 26
corporation, company, individual, or other, either as owners or occupants, 27
whose land or interest in land might be affected by the Work. 28
c. Be responsible for all damage or injury to property of any character resulting 29
from any act, omission, neglect, or misconduct in the manner or method or 30
execution of the Work, or at any time due to defective work, material, or 31
equipment. 32
6. Fence 33
a. Restore all fences encountered and removed during construction of the Project 34
to the original or a better than original condition. 35
b. Erect temporary fencing in place of the fencing removed whenever the Work is 36
not in progress and when the site is vacated overnight, and/or at all times to 37
provide site security. 38
c. The cost for all fence work within easements, including removal, temporary 39
closures and replacement, shall be subsidiary to the various items bid in the 40
project proposal, unless a bid item is specifically provided in the proposal. 41
IDEA SEMINARY
[Insert Project Number]
[IDEA SEMINARY]
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DAP SUMMARY OF WORK
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CITY OF FORT WORTH IDEA SEMINARY
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects [Insert Project Number]
Revised December 20, 2012
1.5 SUBMITTALS [NOT USED] 1
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2
1.7 CLOSEOUT SUBMITTALS [NOT USED] 3
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4
1.9 QUALITY ASSURANCE [NOT USED] 5
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6
1.11 FIELD [SITE] CONDITIONS [NOT USED] 7
1.12 WARRANTY [NOT USED] 8
PART 2 - PRODUCTS [NOT USED] 9
PART 3 - EXECUTION [NOT USED] 10
END OF SECTION 11
12
Revision Log
DATE NAME SUMMARY OF CHANGE
13
IDEA SEMINARY
[Insert Project Number]
[IDEA SEMINARY]
102814
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DAP SUBSTITUTION PROCEDURES
Page 1 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
SECTION 01 25 00
SUBSTITUTION PROCEDURES
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. The procedure for requesting the approval of substitution of a product that is not
equivalent to a product which is specified by descriptive or performance criteria or
defined by reference to 1 or more of the following:
a. Name of manufacturer
b. Name of vendor
c. Trade name
d. Catalog number
2. Substitutions are not "or-equals".
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid. No
separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Request for Substitution - General
1. Within 30 days after award of Contract (unless noted otherwise), the City will
consider formal requests from Contractor for substitution of products in place of
those specified.
2. Certain types of equipment and kinds of material are described in Specifications by
means of references to names of manufacturers and vendors, trade names, or catalog
numbers.
a. When this method of specifying is used, it is not intended to exclude from
consideration other products bearing other manufacturer's or vendor's names,
trade names, or catalog numbers, provided said products are "or-equals," as
determined by City.
3. Other types of equipment and kinds of material may be acceptable substitutions
under the following conditions:
a. Or-equals are unavailable due to strike, discontinued production of products
meeting specified requirements, or other factors beyond control of Contractor;
or,
IDEA SEMINARY
[Insert Project Number]
[IDEA SEMINARY]
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
b. Contractor proposes a cost and/or time reduction incentive to the City.
1.5 SUBMITTALS
A. See Request for Substitution Form (attached)
B. Procedure for Requesting Substitution
1. Substitution shall be considered only:
a. After award of Contract
b. Under the conditions stated herein
2. Submit 3 copies of each written request for substitution, including:
a. Documentation
1) Complete data substantiating compliance of proposed substitution with
Contract Documents
2) Data relating to changes in construction schedule, when a reduction is
proposed
3) Data relating to changes in cost
b. For products
1) Product identification
a) Manufacturer's name
b) Telephone number and representative contact name
c) Specification Section or Drawing reference of originally specified
product, including discrete name or tag number assigned to original
product in the Contract Documents
2) Manufacturer's literature clearly marked to show compliance of proposed
product with Contract Documents
3) Itemized comparison of original and proposed product addressing product
characteristics including, but not necessarily limited to:
a) Size
b) Composition or materials of construction
c) Weight
d) Electrical or mechanical requirements
4) Product experience
a) Location of past projects utilizing product
b) Name and telephone number of persons associated with referenced
projects knowledgeable concerning proposed product
c) Available field data and reports associated with proposed product
5) Samples
a) Provide at request of City.
b) Samples become the property of the City.
c. For construction methods:
1) Detailed description of proposed method
2) Illustration drawings
C. Approval or Rejection
1. Written approval or rejection of substitution given by the City
2. City reserves the right to require proposed product to comply with color and pattern
of specified product if necessary to secure design intent.
3. In the event the substitution is approved, if a reduction in cost or time results, it will
be documented by Change Order.
IDEA SEMINARY
[Insert Project Number]
[IDEA SEMINARY]
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
4. Substitution will be rejected if:
a. Submittal is not through the Contractor with his stamp of approval
b. Request is not made in accordance with this Specification Section
c. In the Developer’s opinion, acceptance will require substantial revision of the
original design
d. In the City’s or Developer’s opinion, substitution will not perform adequately
the function consistent with the design intent
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A. In making request for substitution or in using an approved product, the Contractor
represents that the Contractor:
1. Has investigated proposed product, and has determined that it is adequate or
superior in all respects to that specified, and that it will perform function for which it
is intended
2. Will provide same guarantee for substitute item as for product specified
3. Will coordinate installation of accepted substitution into Work, to include building
modifications if necessary, making such changes as may be required for Work to be
complete in all respects
4. Waives all claims for additional costs related to substitution which subsequently
arise
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
IDEA SEMINARY
[Insert Project Number]
[IDEA SEMINARY]
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DAP SUBSTITUTION PROCEDURES
Page 4 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
EXHIBIT A
REQUEST FOR SUBSTITUTION FORM:
TO:
PROJECT: DATE:
We hereby submit for your consideration the following product instead of the specified item for
the above project:
SECTION PARAGRAPH SPECIFIED ITEM
Proposed Substitution:
Reason for Substitution:
Include complete information on changes to Drawings and/or Specifications which proposed
substitution will require for its proper installation.
Fill in Blanks Below:
A. Will the undersigned contractor pay for changes to the building design, including engineering
and detailing costs caused by the requested substitution?
B. What effect does substitution have on other trades?
C. Differences between proposed substitution and specified item?
D. Differences in product cost or product delivery time?
E. Manufacturer's guarantees of the proposed and specified items are:
Equal Better (explain on attachment)
The undersigned states that the function, appearance and quality are equivalent or superior to the
specified item.
Submitted By: For Use by City
Signature Recommended Recommended
as noted
Firm Not recommended Received late
Address By
Date
Date Remarks
Telephone
For Use by City:
Approved Rejected
City Date
IDEA SEMINARY
[Insert Project Number]
[IDEA SEMINARY]
102814
01 31 19 - 1
DAP PRECONSTRUCTION MEETING
Page 1 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
SECTION 01 31 19
PRECONSTRUCTION MEETING
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Provisions for the preconstruction meeting to be held prior to the start of Work to
clarify construction contract administration procedures
B. Deviations from this City of Fort Worth Standard Specification
1. No construction schedule required unless requested by the City.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Coordination
1. Attend preconstruction meeting.
2. Representatives of Contractor, subcontractors and suppliers attending meetings
shall be qualified and authorized to act on behalf of the entity each represents.
3. Meeting administered by City may be tape recorded.
a. If recorded, tapes will be used to prepare minutes and retained by City for
future reference.
B. Preconstruction Meeting
1. A preconstruction meeting will be held within 14 days after the delivery of the
distribution package to the City.
a. The meeting will be scheduled and administered by the City.
2. The Project Representative will preside at the meeting, prepare the notes of the
meeting and distribute copies of same to all participants who so request by fully
completing the attendance form to be circulated at the beginning of the meeting.
3. Attendance shall include:
a. Developer and Consultant
b. Contractor's project manager
c. Contractor's superintendent
d. Any subcontractor or supplier representatives whom the Contractor may desire
to invite or the City may request
IDEA SEMINARY
[Insert Project Number]
[IDEA SEMINARY]
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DAP PRECONSTRUCTION MEETING
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
e. Other City representatives
f. Others as appropriate
4. Preliminary Agenda may include:
a. Introduction of Project Personnel
b. General Description of Project
c. Status of right-of-way, utility clearances, easements or other pertinent permits
d. Contractor’s work plan and schedule
e. Contract Time
f. Notice to Proceed
g. Construction Staking
h. Progress Payments
i. Extra Work and Change Order Procedures
j. Field Orders
k. Disposal Site Letter for Waste Material
l. Insurance Renewals
m. Payroll Certification
n. Material Certifications and Quality Control Testing
o. Public Safety and Convenience
p. Documentation of Pre-Construction Conditions
q. Weekend Work Notification
r. Legal Holidays
s. Trench Safety Plans
t. Confined Space Entry Standards
u. Coordination with the City’s representative for operations of existing water
systems
v. Storm Water Pollution Prevention Plan
w. Coordination with other Contractors
x. Early Warning System
y. Contractor Evaluation
z. Special Conditions applicable to the project
aa. Damages Claims
bb. Submittal Procedures
cc. Substitution Procedures
dd. Correspondence Routing
ee. Record Drawings
ff. Temporary construction facilities
gg. MBE/SBE procedures
hh. Final Acceptance
ii. Final Payment
jj. Questions or Comments
IDEA SEMINARY
[Insert Project Number]
[IDEA SEMINARY]
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DAP PRECONSTRUCTION MEETING
Page 3 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
IDEA SEMINARY
[Insert Project Number]
[IDEA SEMINARY]
102814
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DAP PRECONSTRUCTION VIDEO
Page 1 of 2
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
SECTION 01 32 33
PRECONSTRUCTION VIDEO
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Administrative and procedural requirements for:
a. Preconstruction Videos
B. Deviations from this City of Fort Worth Standard Specification
1. Though not mandatory, it is highly recommended on infill developer projects.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Preconstruction Video
1. Produce a preconstruction video of the site/alignment, including all areas in the
vicinity of and to be affected by construction.
a. Provide digital copy of video upon request by the City.
2. Retain a copy of the preconstruction video until the end of the maintenance surety
period.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
IDEA SEMINARY
[Insert Project Number]
[IDEA SEMINARY]
102814
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DAP PRECONSTRUCTION VIDEO
Page 2 of 2
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
IDEA SEMINARY
[Insert Project Number]
[IDEA SEMINARY]
102814
01 33 00 - 1
DAP SUBMITTALS
Page 1 of 8
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
SECTION 01 33 00
DAP SUBMITTALS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. General methods and requirements of submissions applicable to the following
Work-related submittals:
a. Shop Drawings
b. Product Data (including Standard Product List submittals)
c. Samples
d. Mock Ups
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Coordination
1. Notify the City in writing, at the time of submittal, of any deviations in the
submittals from the requirements of the Contract Documents.
2. Coordination of Submittal Times
a. Prepare, prioritize and transmit each submittal sufficiently in advance of
performing the related Work or other applicable activities, or within the time
specified in the individual Work Sections, of the Specifications.
b. Contractor is responsible such that the installation will not be delayed by
processing times including, but not limited to:
a) Disapproval and resubmittal (if required)
b) Coordination with other submittals
c) Testing
d) Purchasing
e) Fabrication
f) Delivery
g) Similar sequenced activities
c. No extension of time will be authorized because of the Contractor's failure to
transmit submittals sufficiently in advance of the Work.
IDEA SEMINARY
[Insert Project Number]
[IDEA SEMINARY]
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DAP SUBMITTALS
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
d. Make submittals promptly in accordance with approved schedule, and in such
sequence as to cause no delay in the Work or in the work of any other
contractor.
B. Submittal Numbering
1. When submitting shop drawings or samples, utilize a 9-character submittal cross-
reference identification numbering system in the following manner:
a. Use the first 6 digits of the applicable Specification Section Number.
b. For the next 2 digits number use numbers 01-99 to sequentially number each
initial separate item or drawing submitted under each specific Section number.
c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e.
A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical
submittal number would be as follows:
03 30 00-08-B
1) 03 30 00 is the Specification Section for Concrete
2) 08 is the eighth initial submittal under this Specification Section
3) B is the third submission (second resubmission) of that particular shop
drawing
C. Contractor Certification
1. Review shop drawings, product data and samples, including those by
subcontractors, prior to submission to determine and verify the following:
a. Field measurements
b. Field construction criteria
c. Catalog numbers and similar data
d. Conformance with the Contract Documents
2. Provide each shop drawing, sample and product data submitted by the Contractor
with a Certification Statement affixed including:
a. The Contractor's Company name
b. Signature of submittal reviewer
c. Certification Statement
1) “By this submittal, I hereby represent that I have determined and verified
field measurements, field construction criteria, materials, dimensions,
catalog numbers and similar data and I have checked and coordinated each
item with other applicable approved shop drawings."
D. Submittal Format
1. Fold shop drawings larger than 8 ½ inches x 11 inches to 8 ½ inches x 11inches.
2. Bind shop drawings and product data sheets together.
3. Order
a. Cover Sheet
1) Description of Packet
2) Contractor Certification
b. List of items / Table of Contents
c. Product Data /Shop Drawings/Samples /Calculations
E. Submittal Content
1. The date of submission and the dates of any previous submissions
IDEA SEMINARY
[Insert Project Number]
[IDEA SEMINARY]
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
2. The Project title and number
3. Contractor identification
4. The names of:
a. Contractor
b. Supplier
c. Manufacturer
5. Identification of the product, with the Specification Section number, page and
paragraph(s)
6. Field dimensions, clearly identified as such
7. Relation to adjacent or critical features of the Work or materials
8. Applicable standards, such as ASTM or Federal Specification numbers
9. Identification by highlighting of deviations from Contract Documents
10. Identification by highlighting of revisions on resubmittals
11. An 8-inch x 3-inch blank space for Contractor and City stamps
F. Shop Drawings
1. As specified in individual Work Sections includes, but is not necessarily limited to:
a. Custom-prepared data such as fabrication and erection/installation (working)
drawings
b. Scheduled information
c. Setting diagrams
d. Actual shopwork manufacturing instructions
e. Custom templates
f. Special wiring diagrams
g. Coordination drawings
h. Individual system or equipment inspection and test reports including:
1) Performance curves and certifications
i. As applicable to the Work
2. Details
a. Relation of the various parts to the main members and lines of the structure
b. Where correct fabrication of the Work depends upon field measurements
1) Provide such measurements and note on the drawings prior to submitting
for approval.
G. Product Data
1. For submittals of product data for products included on the City’s Standard Product
List, clearly identify each item selected for use on the Project.
2. For submittals of product data for products not included on the City’s Standard
Product List, submittal data may include, but is not necessarily limited to:
a. Standard prepared data for manufactured products (sometimes referred to as
catalog data)
1) Such as the manufacturer's product specification and installation
instructions
2) Availability of colors and patterns
3) Manufacturer's printed statements of compliances and applicability
4) Roughing-in diagrams and templates
5) Catalog cuts
6) Product photographs
IDEA SEMINARY
[Insert Project Number]
[IDEA SEMINARY]
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DAP SUBMITTALS
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
7) Standard wiring diagrams
8) Printed performance curves and operational-range diagrams
9) Production or quality control inspection and test reports and certifications
10) Mill reports
11) Product operating and maintenance instructions and recommended
spare-parts listing and printed product warranties
12) As applicable to the Work
H. Samples
1. As specified in individual Sections, include, but are not necessarily limited to:
a. Physical examples of the Work such as:
1) Sections of manufactured or fabricated Work
2) Small cuts or containers of materials
3) Complete units of repetitively used products color/texture/pattern swatches
and range sets
4) Specimens for coordination of visual effect
5) Graphic symbols and units of Work to be used by the City for independent
inspection and testing, as applicable to the Work
I. Do not start Work requiring a shop drawing, sample or product data nor any material to
be fabricated or installed prior to the approval or qualified approval of such item.
1. Fabrication performed, materials purchased or on-site construction accomplished
which does not conform to approved shop drawings and data is at the Contractor's
risk.
2. The City will not be liable for any expense or delay due to corrections or remedies
required to accomplish conformity.
3. Complete project Work, materials, fabrication, and installations in conformance
with approved shop drawings, applicable samples, and product data.
J. Submittal Distribution
1. Electronic Distribution
a. Confirm development of Project directory for electronic submittals to be
uploaded to City’s Buzzsaw site, or another external FTP site approved by the
City.
b. Shop Drawings
1) Upload submittal to designated project directory and notify appropriate
City representatives via email of submittal posting.
2) Hard Copies
a) 3 copies for all submittals
b) If Contractor requires more than 1 hard copy of Shop Drawings
returned, Contractor shall submit more than the number of copies listed
above.
c. Product Data
1) Upload submittal to designated project directory and notify appropriate
City representatives via email of submittal posting.
2) Hard Copies
a) 3 copies for all submittals
d. Samples
1) Distributed to the Project Representative
2. Hard Copy Distribution (if required in lieu of electronic distribution)
IDEA SEMINARY
[Insert Project Number]
[IDEA SEMINARY]
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DAP SUBMITTALS
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
a. Shop Drawings
1) Distributed to the City
2) Copies
a) 8 copies for mechanical submittals
b) 7 copies for all other submittals
c) If Contractor requires more than 3 copies of Shop Drawings returned,
Contractor shall submit more than the number of copies listed above.
b. Product Data
1) Distributed to the City
2) Copies
a) 4 copies
c. Samples
1) Distributed to the Project Representative
2) Copies
a) Submit the number stated in the respective Specification Sections.
3. Distribute reproductions of approved shop drawings and copies of approved
product data and samples, where required, to the job site file and elsewhere as
directed by the City.
a. Provide number of copies as directed by the City but not exceeding the number
previously specified.
K. Submittal Review
1. The review of shop drawings, data and samples will be for general conformance
with the design concept and Contract Documents. This is not to be construed as:
a. Permitting any departure from the Contract requirements
b. Relieving the Contractor of responsibility for any errors, including details,
dimensions, and materials
c. Approving departures from details furnished by the City, except as otherwise
provided herein
2. The review and approval of shop drawings, samples or product data by the City
does not relieve the Contractor from his/her responsibility with regard to the
fulfillment of the terms of the Contract.
a. All risks of error and omission are assumed by the Contractor, and the City will
have no responsibility therefore.
3. The Contractor remains responsible for details and accuracy, for coordinating the
Work with all other associated work and trades, for selecting fabrication processes,
for techniques of assembly and for performing Work in a safe manner.
4. If the shop drawings, data or samples as submitted describe variations and show a
departure from the Contract requirements which City finds to be in the interest of
the City and to be so minor as not to involve a change in Contract Price or time for
performance, the City may return the reviewed drawings without noting an
exception.
5. Submittals will be returned to the Contractor under 1 of the following codes:
a. Code 1
1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or
comments on the submittal.
a) When returned under this code the Contractor may release the
equipment and/or material for manufacture.
b. Code 2
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1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of
the notations and comments IS NOT required by the Contractor.
a) The Contractor may release the equipment or material for manufacture;
however, all notations and comments must be incorporated into the
final product.
c. Code 3
1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is
assigned when notations and comments are extensive enough to require a
resubmittal of the package.
a) The Contractor may release the equipment or material for manufacture;
however, all notations and comments must be incorporated into the
final product.
b) This resubmittal is to address all comments, omissions and
non-conforming items that were noted.
c) Resubmittal is to be received by the City within 15 Calendar Days of
the date of the City's transmittal requiring the resubmittal.
d. Code 4
1) "NOT APPROVED" is assigned when the submittal does not meet the
intent of the Contract Documents.
a) The Contractor must resubmit the entire package revised to bring the
submittal into conformance.
b) It may be necessary to resubmit using a different manufacturer/vendor
to meet the Contract Documents.
6. Resubmittals
a. Handled in the same manner as first submittals
1) Corrections other than requested by the City
2) Marked with revision triangle or other similar method
a) At Contractor’s risk if not marked
b. Submittals for each item will be reviewed no more than twice at the City’s
expense.
1) All subsequent reviews will be performed at times convenient to the City
and at the Contractor's expense, based on the City's or City
Representative’s then prevailing rates.
2) Provide Contractor reimbursement to the City within 30 Calendar Days for
all such fees invoiced by the City.
c. The need for more than 1 resubmission or any other delay in obtaining City's
review of submittals, will not entitle the Contractor to an extension of Contract
Time.
7. Partial Submittals
a. City reserves the right to not review submittals deemed partial, at the City’s
discretion.
b. Submittals deemed by the City to be not complete will be returned to the
Contractor, and will be considered "Not Approved" until resubmitted.
c. The City may at its option provide a list or mark the submittal directing the
Contractor to the areas that are incomplete.
8. If the Contractor considers any correction indicated on the shop drawings to
constitute a change to the Contract Documents, then written notice must be
provided thereof to the Developer at least 7 Calendar Days prior to release for
manufacture.
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Revised August 30, 2013
9. When the shop drawings have been completed to the satisfaction of the City, the
Contractor may carry out the construction in accordance therewith and no further
changes therein except upon written instructions from the City.
10. Each submittal, appropriately coded, will be returned within 30 Calendar Days
following receipt of submittal by the City.
L. Mock ups
1. Mock Up units as specified in individual Sections, include, but are not necessarily
limited to, complete units of the standard of acceptance for that type of Work to be
used on the Project. Remove at the completion of the Work or when directed.
M. Qualifications
1. If specifically required in other Sections of these Specifications, submit a P.E.
Certification for each item required.
N. Request for Information (RFI)
1. Contractor Request for additional information
a. Clarification or interpretation of the contract documents
b. When the Contractor believes there is a conflict between Contract Documents
c. When the Contractor believes there is a conflict between the Drawings and
Specifications
1) Identify the conflict and request clarification
2. Sufficient information shall be attached to permit a written response without further
information.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August 30, 2013
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days
IDEA SEMINARY
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[IDEA SEMINARY]
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Revised August, 30, 2013
SECTION 01 35 13 1
SPECIAL PROJECT PROCEDURES 2
PART 1 - GENERAL 3
1.1 SUMMARY 4
A. Section Includes: 5
1. The procedures for special project circumstances that includes, but is not limited to: 6
a. Coordination with the Texas Department of Transportation 7
b. Work near High Voltage Lines 8
c. Confined Space Entry Program 9
d. Air Pollution Watch Days 10
e. Use of Explosives, Drop Weight, Etc. 11
f. Water Department Notification 12
g. Public Notification Prior to Beginning Construction 13
h. Coordination with United States Army Corps of Engineers 14
i. Coordination within Railroad permits areas 15
j. Dust Control 16
k. Employee Parking 17
18
B. Deviations from this City of Fort Worth Standard Specification 19
1. None. 20
C. Related Specification Sections include, but are not necessarily limited to: 21
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 22
2. Division 1 – General Requirements 23
3. Section 33 12 25 – Connection to Existing Water Mains 24
25
1.2 REFERENCES 26
A. Reference Standards 27
1. Reference standards cited in this Specification refer to the current reference 28
standard published at the time of the latest revision date logged at the end of this 29
Specification, unless a date is specifically cited. 30
2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 31
High Voltage Overhead Lines. 32
3. North Central Texas Council of Governments (NCTCOG) – Clean Construction 33
Specification 34
1.3 ADMINISTRATIVE REQUIREMENTS 35
A. Coordination with the Texas Department of Transportation 36
1. When work in the right-of-way which is under the jurisdiction of the Texas 37
Department of Transportation (TxDOT): 38
a. Notify the Texas Department of Transportation prior to commencing any work 39
therein in accordance with the provisions of the permit 40
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Revised August, 30, 2013
b. All work performed in the TxDOT right-of-way shall be performed in 1
compliance with and subject to approval from the Texas Department of 2
Transportation 3
B. Work near High Voltage Lines 4
1. Regulatory Requirements 5
a. All Work near High Voltage Lines (more than 600 volts measured between 6
conductors or between a conductor and the ground) shall be in accordance with 7
Health and Safety Code, Title 9, Subtitle A, Chapter 752. 8
2. Warning sign 9
a. Provide sign of sufficient size meeting all OSHA requirements. 10
3. Equipment operating within 10 feet of high voltage lines will require the following 11
safety features 12
a. Insulating cage-type of guard about the boom or arm 13
b. Insulator links on the lift hook connections for back hoes or dippers 14
c. Equipment must meet the safety requirements as set forth by OSHA and the 15
safety requirements of the owner of the high voltage lines 16
4. Work within 6 feet of high voltage electric lines 17
a. Notification shall be given to: 18
1) The power company (example: ONCOR) 19
a) Maintain an accurate log of all such calls to power company and record 20
action taken in each case. 21
b. Coordination with power company 22
1) After notification coordinate with the power company to: 23
a) Erect temporary mechanical barriers, de-energize the lines, or raise or 24
lower the lines 25
c. No personnel may work within 6 feet of a high voltage line before the above 26
requirements have been met. 27
C. Confined Space Entry Program 28
1. Provide and follow approved Confined Space Entry Program in accordance with 29
OSHA requirements. 30
2. Confined Spaces include: 31
a. Manholes 32
b. All other confined spaces in accordance with OSHA’s Permit Required for 33
Confined Spaces 34
D. Use of Explosives, Drop Weight, Etc. 35
1. When Contract Documents permit on the project the following will apply: 36
a. Public Notification 37
1) Submit notice to City and proof of adequate insurance coverage, 24 hours 38
prior to commencing. 39
2) Minimum 24 hour public notification in accordance with Section 01 31 13 40
E. Water Department Coordination 41
1. During the construction of this project, it will be necessary to deactivate, for a 42
period of time, existing lines. The Contractor shall be required to coordinate with 43
the Water Department to determine the best times for deactivating and activating 44
those lines. 45
IDEA SEMINARY
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Revised August, 30, 2013
2. Coordinate any event that will require connecting to or the operation of an existing 1
City water line system with the City’s representative. 2
a. Coordination shall be in accordance with Section 33 12 25. 3
b. If needed, obtain a hydrant water meter from the Water Department for use 4
during the life of named project. 5
c. In the event that a water valve on an existing live system be turned off and on 6
to accommodate the construction of the project is required, coordinate this 7
activity through the appropriate City representative. 8
1) Do not operate water line valves of existing water system. 9
a) Failure to comply will render the Contractor in violation of Texas Penal 10
Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 11
will be prosecuted to the full extent of the law. 12
b) In addition, the Contractor will assume all liabilities and 13
responsibilities as a result of these actions. 14
F. Public Notification Prior to Beginning Construction 15
1. Prior to beginning construction on any block in the project, on a block by block 16
basis, prepare and deliver a notice or flyer of the pending construction to the front 17
door of each residence or business that will be impacted by construction. The notice 18
shall be prepared as follows: 19
a. Post notice or flyer 7 days prior to beginning any construction activity on each 20
block in the project area. 21
1) Prepare flyer on the Contractor’s letterhead and include the following 22
information: 23
a) Name of Project 24
b) City Project No (CPN) 25
c) Scope of Project (i.e. type of construction activity) 26
d) Actual construction duration within the block 27
e) Name of the contractor’s foreman and phone number 28
f) Name of the City’s inspector and phone number 29
g) City’s after-hours phone number 30
2) A sample of the ‘pre-construction notification’ flyer is attached as Exhibit 31
A. 32
3) Submit schedule showing the construction start and finish time for each 33
block of the project to the inspector. 34
4) Deliver flyer to the City Inspector for review prior to distribution. 35
b. No construction will be allowed to begin on any block until the flyer is 36
delivered to all residents of the block. 37
G. Public Notification of Temporary Water Service Interruption during Construction 38
1. In the event it becomes necessary to temporarily shut down water service to 39
residents or businesses during construction, prepare and deliver a notice or flyer of 40
the pending interruption to the front door of each affected resident. 41
2. Prepared notice as follows: 42
a. The notification or flyer shall be posted 24 hours prior to the temporary 43
interruption. 44
b. Prepare flyer on the contractor’s letterhead and include the following 45
information: 46
1) Name of the project 47
2) City Project Number 48
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Revised August, 30, 2013
3) Date of the interruption of service 1
4) Period the interruption will take place 2
5) Name of the contractor’s foreman and phone number 3
6) Name of the City’s inspector and phone number 4
c. A sample of the temporary water service interruption notification is attached as 5
Exhibit B. 6
d. Deliver a copy of the temporary interruption notification to the City inspector 7
for review prior to being distributed. 8
e. No interruption of water service can occur until the flyer has been delivered to 9
all affected residents and businesses. 10
f. Electronic versions of the sample flyers can be obtained from the Project 11
Construction Inspector. 12
H. Coordination with United States Army Corps of Engineers (USACE) 13
1. At locations in the Project where construction activities occur in areas where 14
USACE permits are required, meet all requirements set forth in each designated 15
permit. 16
I. Coordination within Railroad Permit Areas 17
1. At locations in the project where construction activities occur in areas where 18
railroad permits are required, meet all requirements set forth in each designated 19
railroad permit. This includes, but is not limited to, provisions for: 20
a. Flagmen 21
b. Inspectors 22
c. Safety training 23
d. Additional insurance 24
e. Insurance certificates 25
f. Other employees required to protect the right-of-way and property of the 26
Railroad Company from damage arising out of and/or from the construction of 27
the project. Proper utility clearance procedures shall be used in accordance 28
with the permit guidelines. 29
2. Obtain any supplemental information needed to comply with the railroad’s 30
requirements. 31
J. Dust Control 32
1. Use acceptable measures to control dust at the Site. 33
a. If water is used to control dust, capture and properly dispose of waste water. 34
b. If wet saw cutting is performed, capture and properly dispose of slurry. 35
K. Employee Parking 36
1. Provide parking for employees at locations approved by the City. 37
IDEA SEMINARY
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[IDEA SEMINARY]
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised August, 30, 2013
1.4 SUBMITTALS [NOT USED] 1
1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2
1.6 CLOSEOUT SUBMITTALS [NOT USED] 3
1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4
1.8 QUALITY ASSURANCE [NOT USED] 5
1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6
1.10 FIELD [SITE] CONDITIONS [NOT USED] 7
1.11 WARRANTY [NOT USED] 8
PART 2 - PRODUCTS [NOT USED] 9
PART 3 - EXECUTION [NOT USED] 10
END OF SECTION 11
12
Revision Log
DATE NAME SUMMARY OF CHANGE
8/31/2012 D. Johnson
1.3.B – Added requirement of compliance with Health and Safety Code, Title 9.
Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines.
13
IDEA SEMINARY
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[IDEA SEMINARY]
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Revised August, 30, 2013
EXHIBIT A 1
(To be printed on Contractor’s Letterhead) 2
3
4
5
Date: 6
7
CPN No.: 8
Project Name: 9
Mapsco Location: 10
Limits of Construction: 11
12
13
14
15
16
THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT 17
WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR 18
PROPERTY. 19
20
CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE 21
OF THIS NOTICE. 22
23
IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER 24
ISSUE, PLEASE CALL: 25
26
27
Mr. <CONTRACTOR’S SUPERINTENDENT> AT <TELEPHONE NO.> 28
29
OR 30
31
Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> 32
33
AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 34
35
PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL 36
37
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[IDEA SEMINARY]
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Revised August, 30, 2013
EXHIBIT B 1
2
3
4
IDEA SEMINARY
[Insert Project Number]
[IDEA SEMINARY]
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised March 20, 2020
SECTION 01 45 23
TESTING AND INSPECTION SERVICES
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Testing and inspection services procedures and coordination
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
a. Contractor is responsible for performing, coordinating, and payment of all
Quality Control testing.
b. City is responsible for performing and payment for first set of Quality
Assurance testing.
1) If the first Quality Assurance test performed by the City fails, the
Contractor is responsible for payment of subsequent Quality Assurance
testing until a passing test occurs.
a) Final acceptance will not be issued by City until all required payments
for testing by Contractor have been paid in full.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Testing
1. Complete testing in accordance with the Contract Documents.
2. Coordination
a. When testing is required to be performed by the City, notify City, sufficiently
in advance, when testing is needed.
b. When testing is required to be completed by the Contractor, notify City,
sufficiently in advance, that testing will be performed.
3. Distribution of Testing Reports
a. Electronic Distribution
1) Confirm development of Project directory for electronic submittals to be
uploaded to the City’s document management system, or another form of
distribution approved by the City.
IDEA SEMINARY
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[IDEA SEMINARY]
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised March 20, 2020
2) Upload test reports to designated project directory and notify appropriate
City representatives via email of submittal posting.
3) Hard Copies
a) 1 copy for all submittals submitted to the Project Representative
b. Hard Copy Distribution (if required in lieu of electronic distribution)
1) Tests performed by City
a) Distribute 1 hard copy to the Contractor
2) Tests performed by the Contractor
a) Distribute 3 hard copies to City’s Project Representative
4. Provide City’s Project Representative with trip tickets for each delivered load of
Concrete or Lime material including the following information:
a. Name of pit
b. Date of delivery
c. Material delivered
B. Inspection
1. Inspection or lack of inspection does not relieve the Contractor from obligation to
perform work in accordance with the Contract Documents.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
03/20/2020 D.V. Magaña Removed reference to Buzzsaw and noted that electronic submittals be uploaded
through the City’s document management system.
IDEA SEMINARY
[Insert Project Number]
[IDEA SEMINARY]
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised JULY 1, 2011
SECTION 01 50 00
TEMPORARY FACILITIES AND CONTROLS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Provide temporary facilities and controls needed for the Work including, but not
necessarily limited to:
a. Temporary utilities
b. Sanitary facilities
c. Storage Sheds and Buildings
d. Dust control
e. Temporary fencing of the construction site
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Temporary Utilities
1. Obtaining Temporary Service
a. Make arrangements with utility service companies for temporary services.
b. Abide by rules and regulations of utility service companies or authorities
having jurisdiction.
c. Be responsible for utility service costs until Work is approved for Final
Acceptance.
1) Included are fuel, power, light, heat and other utility services necessary for
execution, completion, testing and initial operation of Work.
2. Water
a. Contractor to provide water required for and in connection with Work to be
performed and for specified tests of piping, equipment, devices or other use as
required for the completion of the Work.
b. Provide and maintain adequate supply of potable water for domestic
consumption by Contractor personnel and City’s Project Representatives.
c. Coordination
1) Contact City 1 week before water for construction is desired
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Revised JULY 1, 2011
d. Contractor Payment for Construction Water
1) Obtain construction water meter from City for payment as billed by City’s
established rates.
3. Electricity and Lighting
a. Provide and pay for electric powered service as required for Work, including
testing of Work.
1) Provide power for lighting, operation of equipment, or other use.
b. Electric power service includes temporary power service or generator to
maintain operations during scheduled shutdown.
4. Telephone
a. Provide emergency telephone service at Site for use by Contractor personnel
and others performing work or furnishing services at Site.
5. Temporary Heat and Ventilation
a. Provide temporary heat as necessary for protection or completion of Work.
b. Provide temporary heat and ventilation to assure safe working conditions.
B. Sanitary Facilities
1. Provide and maintain sanitary facilities for persons on Site.
a. Comply with regulations of State and local departments of health.
2. Enforce use of sanitary facilities by construction personnel at job site.
a. Enclose and anchor sanitary facilities.
b. No discharge will be allowed from these facilities.
c. Collect and store sewage and waste so as not to cause nuisance or health
problem.
d. Haul sewage and waste off-site at no less than weekly intervals and properly
dispose in accordance with applicable regulation.
3. Locate facilities near Work Site and keep clean and maintained throughout Project.
4. Remove facilities at completion of Project
C. Storage Sheds and Buildings
1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor
above ground level for materials and equipment susceptible to weather damage.
2. Storage of materials not susceptible to weather damage may be on blocks off
ground.
3. Store materials in a neat and orderly manner.
a. Place materials and equipment to permit easy access for identification,
inspection and inventory.
4. Equip building with lockable doors and lighting, and provide electrical service for
equipment space heaters and heating or ventilation as necessary to provide storage
environments acceptable to specified manufacturers.
5. Fill and grade site for temporary structures to provide drainage away from
temporary and existing buildings.
6. Remove building from site prior to Final Acceptance.
D. Temporary Fencing
1. Provide and maintain for the duration or construction when required in contract
documents
E. Dust Control
IDEA SEMINARY
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[IDEA SEMINARY]
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised JULY 1, 2011
1. Contractor is responsible for maintaining dust control through the duration of the
project.
a. Contractor remains on-call at all times
b. Must respond in a timely manner
F. Temporary Protection of Construction
1. Contractor or subcontractors are responsible for protecting Work from damage due
to weather.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 INSTALLATION
A. Temporary Facilities
1. Maintain all temporary facilities for duration of construction activities as needed.
3.5 [REPAIR] / [RESTORATION]
3.6 RE-INSTALLATION
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES
A. Temporary Facilities
IDEA SEMINARY
[Insert Project Number]
[IDEA SEMINARY]
102814
01 50 00 - 4
DAP TEMPORARY FACILITIES AND CONTROLS
Page 4 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised JULY 1, 2011
1. Remove all temporary facilities and restore area after completion of the Work, to a
condition equal to or better than prior to start of Work.
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
IDEA SEMINARY
[Insert Project Number]
[IDEA SEMINARY]
102814
01 55 26 - 1
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 1 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised July 1, 2011
SECTION 01 55 26
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Administrative procedures for:
a. Street Use Permit
b. Modification of approved traffic control
c. Removal of Street Signs
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
3. Section 34 71 13 – Traffic Control
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES
A. Reference Standards
1. Reference standards cited in this specification refer to the current reference standard
published at the time of the latest revision date logged at the end of this
specification, unless a date is specifically cited.
2. Texas Manual on Uniform Traffic Control Devices (TMUTCD).
1.4 ADMINISTRATIVE REQUIREMENTS
A. Traffic Control
1. General
a. When traffic control plans are included in the Drawings, provide Traffic
Control in accordance with Drawings and Section 34 71 13.
b. When traffic control plans are not included in the Drawings, prepare traffic
control plans in accordance with Section 34 71 13 and submit to City for
review.
1) Allow minimum 10 working days for review of proposed Traffic Control.
B. Street Use Permit
1. Prior to installation of Traffic Control, a City Street Use Permit is required.
a. To obtain Street Use Permit, submit Traffic Control Plans to City
Transportation and Public Works Department.
IDEA SEMINARY
[Insert Project Number]
[IDEA SEMINARY]
102814
01 55 26 - 2
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 2 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised July 1, 2011
1) Allow a minimum of 5 working days for permit review.
2) Contractor’s responsibility to coordinate review of Traffic Control plans for
Street Use Permit, such that construction is not delayed.
C. Modification to Approved Traffic Control
1. Prior to installation traffic control:
a. Submit revised traffic control plans to City Department Transportation and
Public Works Department.
1) Revise Traffic Control plans in accordance with Section 34 71 13.
2) Allow minimum 5 working days for review of revised Traffic Control.
3) It is the Contractor’s responsibility to coordinate review of Traffic Control
plans for Street Use Permit, such that construction is not delayed.
D. Removal of Street Sign
1. If it is determined that a street sign must be removed for construction, then contact
City Transportation and Public Works Department, Signs and Markings Division to
remove the sign.
E. Temporary Signage
1. In the case of regulatory signs, replace permanent sign with temporary sign meeting
requirements of the latest edition of the Texas Manual on Uniform Traffic Control
Devices (MUTCD).
2. Install temporary sign before the removal of permanent sign.
3. When construction is complete, to the extent that the permanent sign can be
reinstalled, contact the City Transportation and Public Works Department, Signs
and Markings Division, to reinstall the permanent sign.
F. Traffic Control Standards
1. Traffic Control Standards can be found on the City’s Buzzsaw website.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
IDEA SEMINARY
[Insert Project Number]
[IDEA SEMINARY]
102814
01 55 26 - 3
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 3 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised July 1, 2011
Revision Log
DATE NAME SUMMARY OF CHANGE
IDEA SEMINARY
[Insert Project Number]
[IDEA SEMINARY]
102814
01 57 13 - 1
DAP STORM WATER POLLUTION PREVENTION
Page 1 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised July 1, 2011
SECTION 01 57 13
STORM WATER POLLUTION PREVENTION
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Procedures for Storm Water Pollution Prevention Plans
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the
Contract
2. Division 1 – General Requirements
3. Section 31 25 00 – Erosion and Sediment Control
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Construction Activities resulting in less than 1 acre of disturbance
a. Work associated with this Item is considered subsidiary to the various Items
bid. No separate payment will be allowed for this Item.
2. Construction Activities resulting in greater than 1 acre of disturbance
a. Measurement and Payment shall be in accordance with Section 31 25 00.
1.3 REFERENCES
A. Abbreviations and Acronyms
1. Notice of Intent: NOI
2. Notice of Termination: NOT
3. Storm Water Pollution Prevention Plan: SWPPP
4. Texas Commission on Environmental Quality: TCEQ
5. Notice of Change: NOC
A. Reference Standards
1. Reference standards cited in this Specification refer to the current reference
standard published at the time of the latest revision date logged at the end of this
Specification, unless a date is specifically cited.
2. Integrated Storm Management (iSWM) Technical Manual for Construction
Controls
1.4 ADMINISTRATIVE REQUIREMENTS
A. General
1. Contractor is responsible for resolution and payment of any fines issued associated
with compliance to Stormwater Pollution Prevention Plan.
IDEA SEMINARY
[Insert Project Number]
[IDEA SEMINARY]
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01 57 13 - 2
DAP STORM WATER POLLUTION PREVENTION
Page 2 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised July 1, 2011
B. Construction Activities resulting in:
1. Less than 1 acre of disturbance
a. Provide erosion and sediment control in accordance with Section 31 25 00 and
Drawings.
2. 1 to less than 5 acres of disturbance
a. Texas Pollutant Discharge Elimination System (TPDES) General Construction
Permit is required
b. Complete SWPPP in accordance with TCEQ requirements
1) TCEQ Small Construction Site Notice Required under general permit
TXR150000
a) Sign and post at job site
b) Prior to Preconstruction Meeting, send 1 copy to City Department of
Transportation and Public Works, Environmental Division, (817) 392-
6088.
2) Provide erosion and sediment control in accordance with:
a) Section 31 25 00
b) The Drawings
c) TXR150000 General Permit
d) SWPPP
e) TCEQ requirements
3. 5 acres or more of Disturbance
a. Texas Pollutant Discharge Elimination System (TPDES) General Construction
Permit is required
b. Complete SWPPP in accordance with TCEQ requirements
1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee
a) Sign and post at job site
b) Send copy to City Department of Transportation and Public Works,
Environmental Division, (817) 392-6088.
2) TCEQ Notice of Change required if making changes or updates to NOI
3) Provide erosion and sediment control in accordance with:
a) Section 31 25 00
b) The Drawings
c) TXR150000 General Permit
d) SWPPP
e) TCEQ requirements
4) Once the project has been completed and all the closeout requirements of
TCEQ have been met a TCEQ Notice of Termination can be submitted.
a) Send copy to City Department of Transportation and Public Works,
Environmental Division, (817) 392-6088.
1.5 SUBMITTALS
A. SWPPP
1. Submit in accordance with Section 01 33 00, except as stated herein.
a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City
as follows:
1) 1 copy to the City Project Manager
a) City Project Manager will forward to the City Department of
Transportation and Public Works, Environmental Division for review
IDEA SEMINARY
[Insert Project Number]
[IDEA SEMINARY]
102814
01 57 13 - 3
DAP STORM WATER POLLUTION PREVENTION
Page 3 of 3
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised July 1, 2011
B. Modified SWPPP
1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City
in accordance with Section 01 33 00.
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
IDEA SEMINARY
[Insert Project Number]
[IDEA SEMINARY]
102814
01 60 00
DAP PRODUCT REQUIREMENTS
Page 1 of 2
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised March 20, 2020
SECTION 01 60 00
PRODUCT REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. References for Product Requirements and City Standard Products List
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES [NOT USED]
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A list of City approved products for use is available through the City’s website at:
https://apps.fortworthtexas.gov/ProjectResources/ and following the directory
path: 02 - Construction Documents\Standard Products List
A. Only products specifically included on City’s Standard Product List in these Contract
Documents shall be allowed for use on the Project.
1. Any subsequently approved products will only be allowed for use upon specific
approval by the City.
B. Any specific product requirements in the Contract Documents supersede similar
products included on the City’s Standard Product List.
1. The City reserves the right to not allow products to be used for certain projects even
though the product is listed on the City’s Standard Product List.
C. Although a specific product is included on City’s Standard Product List, not all
products from that manufacturer are approved for use, including but not limited to, that
manufacturer’s standard product.
D. See Section 01 33 00 for submittal requirements of Product Data included on City’s
Standard Product List.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
IDEA SEMINARY
[Insert Project Number]
[IDEA SEMINARY]
102814
01 60 00
DAP PRODUCT REQUIREMENTS
Page 2 of 2
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised March 20, 2020
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
10/12/12 D. Johnson Modified Location of City’s Standard Product List
4/7/2014 M.Domenech Revised for DAP application
03/20/2020 D.V. Magaña Removed reference to Buzzsaw and noted that the City approved products list is
accessible through the City’s website.
IDEA SEMINARY
[Insert Project Number]
[IDEA SEMINARY]
102814
01 66 00 - 1
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 1 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
SECTION 01 66 00
PRODUCT STORAGE AND HANDLING REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Scheduling of product delivery
2. Packaging of products for delivery
3. Protection of products against damage from:
a. Handling
b. Exposure to elements or harsh environments
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY AND HANDLING
A. Delivery Requirements
1. Schedule delivery of products or equipment as required to allow timely installation
and to avoid prolonged storage.
2. Provide appropriate personnel and equipment to receive deliveries.
3. Delivery trucks will not be permitted to wait extended periods of time on the Site
for personnel or equipment to receive the delivery.
IDEA SEMINARY
[Insert Project Number]
[IDEA SEMINARY]
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01 66 00 - 2
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 2 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
4. Deliver products or equipment in manufacturer's original unbroken cartons or other
containers designed and constructed to protect the contents from physical or
environmental damage.
5. Clearly and fully mark and identify as to manufacturer, item and installation
location.
6. Provide manufacturer's instructions for storage and handling.
B. Handling Requirements
1. Handle products or equipment in accordance with these Contract Documents and
manufacturer’s recommendations and instructions.
C. Storage Requirements
1. Store materials in accordance with manufacturer’s recommendations and
requirements of these Specifications.
2. Make necessary provisions for safe storage of materials and equipment.
a. Place loose soil materials and materials to be incorporated into Work to prevent
damage to any part of Work or existing facilities and to maintain free access at
all times to all parts of Work and to utility service company installations in
vicinity of Work.
3. Keep materials and equipment neatly and compactly stored in locations that will
cause minimum inconvenience to other contractors, public travel, adjoining owners,
tenants and occupants.
a. Arrange storage to provide easy access for inspection.
4. Restrict storage to areas available on construction site for storage of material and
equipment as shown on Drawings, or approved by City’s Project Representative.
5. Provide off-site storage and protection when on-site storage is not adequate.
a. Provide addresses of and access to off-site storage locations for inspection by
City’s Project Representative.
6. Do not use lawns, grass plots or other private property for storage purposes without
written permission of owner or other person in possession or control of premises.
7. Store in manufacturers’ unopened containers.
8. Neatly, safely and compactly stack materials delivered and stored along line of
Work to avoid inconvenience and damage to property owners and general public
and maintain at least 3 feet from fire hydrant.
9. Keep public and private driveways and street crossings open.
10. Repair or replace damaged lawns, sidewalks, streets or other improvements to
satisfaction of City’s Project Representative.
a. Total length which materials may be distributed along route of construction at
one time is 1,000 linear feet, unless otherwise approved in writing by City’s
Project Representative.
IDEA SEMINARY
[Insert Project Number]
[IDEA SEMINARY]
102814
01 66 00 - 3
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 3 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 ERECTION [NOT USED]
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL
A. Tests and Inspections
1. Inspect all products or equipment delivered to the site prior to unloading.
B. Non-Conforming Work
1. Reject all products or equipment that are damaged, used or in any other way
unsatisfactory for use on the project.
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION
A. Protect all products or equipment in accordance with manufacturer's written directions.
B. Store products or equipment in location to avoid physical damage to items while in
storage.
C. Protect equipment from exposure to elements and keep thoroughly dry if required by
the manufacturer.
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
IDEA SEMINARY
[Insert Project Number]
[IDEA SEMINARY]
102814
01 66 00 - 4
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 4 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
IDEA SEMINARY
[Insert Project Number]
[IDEA SEMINARY]
102814
01 70 00 - 1
DAP MOBILIZATION AND REMOBILIZATION
Page 1 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
SECTION 01 70 00
MOBILIZATION AND REMOBILIZATION
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Mobilization and Demobilization
a. Mobilization
1) Transportation of Contractor’s personnel, equipment, and operating supplies
to the Site
2) Establishment of necessary general facilities for the Contractor’s operation
at the Site
3) Premiums paid for performance and payment bonds
4) Transportation of Contractor’s personnel, equipment, and operating supplies
to another location within the designated Site
5) Relocation of necessary general facilities for the Contractor’s operation
from 1 location to another location on the Site.
b. Demobilization
1) Transportation of Contractor’s personnel, equipment, and operating supplies
away from the Site including disassembly
2) Site Clean-up
3) Removal of all buildings and/or other facilities assembled at the Site for this
Contract
c. Mobilization and Demobilization do not include activities for specific items of
work that are for which payment is provided elsewhere in the contract.
2. Remobilization
a. Remobilization for Suspension of Work specifically required in the Contract
Documents or as required by City includes:
1) Demobilization
a) Transportation of Contractor’s personnel, equipment, and operating
supplies from the Site including disassembly or temporarily securing
equipment, supplies, and other facilities as designated by the Contract
Documents necessary to suspend the Work.
b) Site Clean-up as designated in the Contract Documents
2) Remobilization
a) Transportation of Contractor’s personnel, equipment, and operating
supplies to the Site necessary to resume the Work.
b) Establishment of necessary general facilities for the Contractor’s
operation at the Site necessary to resume the Work.
3) No Payments will be made for:
a) Mobilization and Demobilization from one location to another on the
Site in the normal progress of performing the Work.
b) Stand-by or idle time
c) Lost profits
3. Mobilizations and Demobilization for Miscellaneous Projects
a. Mobilization and Demobilization
IDEA SEMINARY
[Insert Project Number]
[IDEA SEMINARY]
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01 70 00 - 2
DAP MOBILIZATION AND REMOBILIZATION
Page 2 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
1) Mobilization shall consist of the activities and cost on a Work Order basis
necessary for:
a) Transportation of Contractor’s personnel, equipment, and operating
supplies to the Site for the issued Work Order.
b) Establishment of necessary general facilities for the Contractor’s
operation at the Site for the issued Work Order
2) Demobilization shall consist of the activities and cost necessary for:
a) Transportation of Contractor’s personnel, equipment, and operating
supplies from the Site including disassembly for each issued Work
Order
b) Site Clean-up for each issued Work Order
c) Removal of all buildings or other facilities assembled at the Site for
each Work Oder
b. Mobilization and Demobilization do not include activities for specific items of
work for which payment is provided elsewhere in the contract.
4. Emergency Mobilizations and Demobilization for Miscellaneous Projects
a. A Mobilization for Miscellaneous Projects when directed by the City and the
mobilization occurs within 24 hours of the issuance of the Work Order.
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Mobilization and Demobilization
a. Measure
1) This Item is considered subsidiary to the various Items bid.
b. Payment
1) The work performed and materials furnished in accordance with this Item
are subsidiary to the various Items bid and no other compensation will be
allowed.
2. Remobilization for suspension of Work as specifically required in the Contract
Documents
a. Measurement
1) Measurement for this Item shall be per each remobilization performed.
b. Payment
1) The work performed and materials furnished in accordance with this Item
and measured as provided under “Measurement” will be paid for at the unit
price per each “Specified Remobilization” in accordance with Contract
Documents.
c. The price shall include:
1) Demobilization as described in Section 1.1.A.2.a.1)
2) Remobilization as described in Section 1.1.A.2.a.2)
d. No payments will be made for standby, idle time, or lost profits associated this
Item.
IDEA SEMINARY
[Insert Project Number]
[IDEA SEMINARY]
102814
01 70 00 - 3
DAP MOBILIZATION AND REMOBILIZATION
Page 3 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
3. Remobilization for suspension of Work as required by City
a. Measurement and Payment
1) This shall be submitted as a Contract Claim in accordance with Article 10
of Section 00 72 00.
2) No payments will be made for standby, idle time, or lost profits associated
with this Item.
4. Mobilizations and Demobilizations for Miscellaneous Projects
a. Measurement
1) Measurement for this Item shall be for each Mobilization and
Demobilization required by the Contract Documents
b. Payment
1) The Work performed and materials furnished in accordance with this Item
and measured as provided under “Measurement” will be paid for at the unit
price per each “Work Order Mobilization” in accordance with Contract
Documents. Demobilization shall be considered subsidiary to mobilization
and shall not be paid for separately.
c. The price shall include:
1) Mobilization as described in Section 1.1.A.3.a.1)
2) Demobilization as described in Section 1.1.A.3.a.2)
d. No payments will be made for standby, idle time, or lost profits associated this
Item.
5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects
a. Measurement
1) Measurement for this Item shall be for each Mobilization and
Demobilization required by the Contract Documents
b. Payment
1) The Work performed and materials furnished in accordance with this Item
and measured as provided under “Measurement” will be paid for at the unit
price per each “Work Order Emergency Mobilization” in accordance with
Contract Documents. Demobilization shall be considered subsidiary to
mobilization and shall not be paid for separately.
c. The price shall include
1) Mobilization as described in Section 1.1.A.4.a)
2) Demobilization as described in Section 1.1.A.3.a.2)
d. No payments will be made for standby, idle time, or lost profits associated this
Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS [NOT USED]
1.6 INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
IDEA SEMINARY
[Insert Project Number]
[IDEA SEMINARY]
102814
01 70 00 - 4
DAP MOBILIZATION AND REMOBILIZATION
Page 4 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
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SECTION 01 71 23
CONSTRUCTION STAKING AND SURVEY
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Requirements for construction staking and construction survey
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Construction Staking
a. Measurement
1) Measurement for this Item shall be by lump sum.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item shall be paid for at the lump sum price bid for “Construction Staking”.
2) Payment for “Construction Staking” shall be made in partial payments
prorated by work completed compared to total work included in the lump
sum item.
c. The price bid shall include, but not be limited to the following:
1) Verification of control data provided by City.
2) Placement, maintenance and replacement of required stakes and markings
in the field.
3) Preparation and submittal of construction staking documentation in the
form of “cut sheets” using the City’s standard template.
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) Measurement for this Item shall be by lump sum.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item shall be paid for at the lump sum price bid for “As-Built Survey”.
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2) Payment for “Construction Staking” shall be made in partial payments
prorated by work completed compared to total work included in the lump sum
item.
c. The price bid shall include, but not be limited to the following::
1) Field measurements and survey shots to identify location of completed
facilities.
2) Documentation and submittal of as-built survey data onto contractor redline
plans and digital survey files.
1.3 REFERENCES
A. Definitions
1. Construction Survey - 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 Survey –The measurements made after the construction of the
improvement features are complete to provide position coordinates for the features
of a project.
3. Construction Staking – 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. Survey “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 Standards (available on City’s Buzzsaw
website) – 01 71 23.16.01_ Attachment A_Survey Staking Standards
2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available
on City’s Buzzsaw website).
3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision
4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land
Surveying in the State of Texas, Category 5
1.4 ADMINISTRATIVE REQUIREMENTS
A. The Contractor’s selection of a surveyor must comply with Texas Government
Code 2254 (qualifications based selection) for this project.
1.5 SUBMITTALS
A. Submittals, if required, shall be in accordance with Section 01 33 00.
B. All submittals shall be received and reviewed by the City prior to delivery of work.
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
A. Field Quality Control Submittals
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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 01 71 23.16.01 – Attachment A – Survey Staking Standards).
1.7 CLOSEOUT SUBMITTALS
B. As-built Redline Drawing Submittal
1. Submit As-Built Survey Redline Drawings documenting the locations/elevations of
constructed improvements signed and sealed by Registered Professional Land
Surveyor (RPLS) responsible for the work (refer to 01 71 23.16.01 – Attachment A
– Survey Staking Standards) .
2. Contractor shall submit the proposed as-built and completed redline drawing
submittal one (1) week prior to scheduling the project final inspection for City
review and comment. Revisions, if necessary, shall be made to the as-built redline
drawings and resubmitted to the City prior to scheduling the construction final
inspection.
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A. Construction Staking
1. Construction staking will be performed by the Contractor.
2. Coordination
a. Contact City’s Project Representative at least one week in advance notifying
the City of when Construction Staking is scheduled.
b. It is the Contractor’s responsibility to coordinate staking such that
construction activities are not delayed or negatively impacted.
3. General
a. Contractor is responsible for preserving and maintaining stakes. If City
surveyors are required to re-stake for any reason, the Contractor will be
responsible for costs to perform staking. If in the opinion of the City, a
sufficient number of stakes or markings have been lost, destroyed disturbed or
omitted that the contracted Work cannot take place then the Contractor will be
required to stake or re-stake the deficient areas.
B. Construction Survey
1. Construction Survey will be performed by the Contractor.
2. Coordination
a. Contractor to verify that horizontal and vertical control data established in the
design survey and required for construction survey is available and in place.
3. General
a. Construction survey will be performed in order to construct the work shown
on the Construction Drawings and specified in the Contract Documents.
b. For construction methods other than open cut, the Contractor shall perform
construction survey and verify control data including, but not limited to, the
following:
1) Verification that established benchmarks and control are accurate.
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2) Use of Benchmarks to furnish and maintain all reference lines and grades
for tunneling.
3) Use of line and grades to establish the location of the pipe.
4) Submit to the City copies of field notesused to establish all lines and
grades, if requested, and allow the City to check guidance system setup prior
to beginning each tunneling drive.
5) Provide access for the City, if requested, to verify the guidance system and
the line and grade of the carrier pipe.
6) The Contractor remains fully responsible for the accuracy of the work and
correction of it, as required.
7) Monitor line and grade continuously during construction.
8) Record deviation with respect to design line and grade once at each pipe
joint and submit daily records to the City.
9) If the installation does not meet the specified tolerances (as outlined in
Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct
the installation in accordance with the Contract Documents.
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.
3. General
a. The Contractor shall provide as-built survey including the elevation and
location (and provide written documentation 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 250 linear 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 250 linear feet and any buried fittings
(2) Horizontal and vertical points of inflection, curvature,
etc.
3) Stormwater – Not Applicable
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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)
d) Fire hydrants
e) Valves (gate, butterfly, etc.)
f) 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 each
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 manner 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 shall 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 shall be acceptable:
a. AutoCAD (.dwg)
b. ESRI Shapefile (.shp)
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c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use
standard templates, if available)
6. Survey files shall include vertical and horizontal data tied to original project
control and benchmarks, and shall include feature descriptions
PART 3 - EXECUTION
3.1 INSTALLERS
A. Tolerances:
1. The staked location of any improvement or facility should be as accurate as
practical and necessary. The degree of precision required is dependent on many
factors all of which must remain judgmental. The tolerances listed hereafter are
based on generalities and, under certain circumstances, shall yield to specific
requirements. The surveyor shall assess any situation by review of the overall plans
and through consultation with responsible parties as to the need for specific
tolerances.
a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical
tolerance. Horizontal alignment for earthwork and rough cut should not exceed
1.0 ft. tolerance.
b. Horizontal alignment on a structure shall be within .0.1ft tolerance.
c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and
walkways shall be located within the confines of the site boundaries and,
occasionally, along a boundary or any other restrictive line. Away from any
restrictive line, these facilities should be staked with an accuracy producing no
more than 0.05ft. tolerance from their specified locations.
d. Underground and overhead utilities, such as sewers, gas, water, telephone and
electric lines, shall be located horizontally within their prescribed areas or
easements. Within assigned areas, these utilities should be staked with an
accuracy producing no more than 0.1 ft tolerance from a specified location.
e. The accuracy required for the vertical location of utilities varies widely. Many
underground utilities require only a minimum cover and a tolerance of 0.1 ft.
should be maintained. Underground and overhead utilities on planned profile,
but not depending on gravity flow for performance, should not exceed 0.1 ft.
tolerance.
B. Surveying instruments shall be kept in close adjustment according to manufacturer’s
specifications or in compliance to standards. The City reserves the right to request a
calibration report at any time and recommends regular maintenance schedule be
performed by a certified technician every 6 months.
1. Field measurements of angles and distances shall be done in such fashion as to
satisfy the closures and tolerances expressed in Part 3.1.A.
2. Vertical locations shall be established from a pre-established benchmark and
checked by closing to a different bench mark on the same datum.
3. Construction survey field work shall correspond to the client’s plans. Irregularities
or conflicts found shall be reported promptly to the City.
4. Revisions, corrections and other pertinent data shall be logged for future reference.
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3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 APPLICATION
3.5 REPAIR / RESTORATION
A. If the Contractor’s work damages or destroys one or more of the control
monuments/points set by the City, the monuments shall be adequately referenced for
expedient restoration.
1. Notify City if any control data needs to be restored or replaced due to damage
caused during construction operations.
a. Contractor shall perform replacements and/or restorations.
b. The City may require at any time a survey “Field Check” of any monument
or benchmarks that are set be verified by the City surveyors before further
associated work can move forward.
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL
A. It is the Contractor’s responsibility to maintain all stakes and control data placed by the
City in accordance with this Specification. This includes easements and right of way, if
noted on the plans.
B. Do not change or relocate stakes or control data without approval from the City.
3.8 SYSTEM STARTUP
A. Survey Checks
1. The City reserves the right to perform a Survey Check at any time deemed
necessary.
2. Checks by City personnel or 3rd party contracted surveyor are not intended to
relieve the contractor of his/her responsibility for accuracy.
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
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Revised February 14, 2018
DATE NAME SUMMARY OF CHANGE
8/31/2012 D. Johnson
8/31/2017 M. Owen
Added instruction and modified measurement & payment under 1.2; added
definitions and references under 1.3; modified 1.6; added 1.7 closeout submittal
requirements; modified 1.9 Quality Assurance; added PART 2 – PRODUCTS ;
Added 3.1 Installers; added 3.5 Repair/Restoration; and added 3.8 System Startup.
2/14/2018 M Owen
Removed “blue text”; revised measurement and payment sections for Construction
Staking and As-Built Survey; added reference to selection compliance with TGC
2254; revised action and Closeout submittal requirements; added acceptable depth
measurement criteria; revised list of items requiring as-built survey “during” and
“after” construction; and revised acceptable digital survey file format
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
SECTION 01 74 23
CLEANING
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Intermediate and final cleaning for Work not including special cleaning of closed
systems specified elsewhere
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
3. Section 32 92 13 – Hydro-Mulching, Seeding and Sodding
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Scheduling
1. Schedule cleaning operations so that dust and other contaminants disturbed by
cleaning process will not fall on newly painted surfaces.
2. Schedule final cleaning upon completion of Work and immediately prior to final
inspection.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 STORAGE, AND HANDLING
A. Storage and Handling Requirements
1. Store cleaning products and cleaning wastes in containers specifically designed for
those materials.
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Revised April 7, 2014
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS
2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED]
2.2 MATERIALS
A. Cleaning Agents
1. Compatible with surface being cleaned
2. New and uncontaminated
3. For manufactured surfaces
a. Material recommended by manufacturer
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 APPLICATION [NOT USED]
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING
A. General
1. Prevent accumulation of wastes that create hazardous conditions.
2. Conduct cleaning and disposal operations to comply with laws and safety orders of
governing authorities.
3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in
storm or sanitary drains or sewers.
4. Dispose of degradable debris at an approved solid waste disposal site.
5. Dispose of nondegradable debris at an approved solid waste disposal site or in an
alternate manner approved by City and regulatory agencies.
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Revised April 7, 2014
6. Handle materials in a controlled manner with as few handlings as possible.
7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with
this project.
8. Remove all signs of temporary construction and activities incidental to construction
of required permanent Work.
9. If project is not cleaned to the satisfaction of the City, the City reserves the right to
have the cleaning completed at the expense of the Contractor.
10. Do not burn on-site.
B. Intermediate Cleaning during Construction
1. Keep Work areas clean so as not to hinder health, safety or convenience of
personnel in existing facility operations.
2. At maximum weekly intervals, dispose of waste materials, debris and rubbish.
3. Confine construction debris daily in strategically located container(s):
a. Cover to prevent blowing by wind
b. Store debris away from construction or operational activities
c. Haul from site at a minimum of once per week
4. Vacuum clean interior areas when ready to receive finish painting.
a. Continue vacuum cleaning on an as-needed basis, until Final Acceptance.
5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which
may become airborne or transported by flowing water during the storm.
C. Exterior (Site or Right of Way) Final Cleaning
1. Remove trash and debris containers from site.
a. Re-seed areas disturbed by location of trash and debris containers in accordance
with Section 32 92 13.
2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object
that may hinder or disrupt the flow of traffic along the roadway.
3. Clean any interior areas including, but not limited to, vaults, manholes, structures,
junction boxes and inlets.
4. If no longer required for maintenance of erosion facilities, and upon approval by
City, remove erosion control from site.
5. Clean signs, lights, signals, etc.
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
IDEA SEMINARY
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[IDEA SEMINARY]
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DAP CLOSEOUT REQUIREMENTS
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
SECTION 01 77 19
CLOSEOUT REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. The procedure for closing out a contract
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Guarantees, Bonds and Affidavits
1. No application for final payment will be accepted until all guarantees, bonds,
certificates, licenses and affidavits required for Work or equipment as specified are
satisfactorily filed with the City.
B. Release of Liens or Claims
1. No application for final payment will be accepted until satisfactory evidence of
release of liens has been submitted to the City.
1.5 SUBMITTALS
A. Submit all required documentation to City’s Project Representative.
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
1.6 INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 CLOSEOUT PROCEDURE
A. Prior to requesting Final Inspection, submit:
1. Project Record Documents in accordance with Section 01 78 39
2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23
B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section
01 74 23.
C. Final Inspection
1. After final cleaning, provide notice to the City Project Representative that the Work
is completed.
a. The City will make an initial Final Inspection with the Contractor present.
b. Upon completion of this inspection, the City will notify the Contractor, in
writing within 10 business days, of any particulars in which this inspection
reveals that the Work is defective or incomplete.
2. Upon receiving written notice from the City, immediately undertake the Work
required to remedy deficiencies and complete the Work to the satisfaction of the
City.
3. Upon completion of Work associated with the items listed in the City's written
notice, inform the City, that the required Work has been completed. Upon receipt
of this notice, the City, in the presence of the Contractor, will make a subsequent
Final Inspection of the project.
4. Provide all special accessories required to place each item of equipment in full
operation. These special accessory items include, but are not limited to:
a. Specified spare parts
b. Adequate oil and grease as required for the first lubrication of the equipment
c. Initial fill up of all chemical tanks and fuel tanks
d. Light bulbs
e. Fuses
f. Vault keys
g. Handwheels
h. Other expendable items as required for initial start-up and operation of all
equipment
D. Notice of Project Completion
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
1. Once the City Project Representative finds the Work subsequent to Final Inspection
to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet).
E. Supporting Documentation
1. Coordinate with the City Project Representative to complete the following
additional forms:
a. Final Payment Request
b. Statement of Contract Time
c. Affidavit of Payment and Release of Liens
d. Consent of Surety to Final Payment
e. Pipe Report (if required)
f. Contractor’s Evaluation of City
g. Performance Evaluation of Contractor
F. Letter of Final Acceptance
1. Upon review and acceptance of Notice of Project Completion and Supporting
Documentation, in accordance with General Conditions, City will issue Letter of
Final Acceptance and release the Final Payment Request for payment.
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
IDEA SEMINARY
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[IDEA SEMINARY]
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DAP OPERATION AND MAINTENANCE DATA
Page 1 of 5
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
SECTION 01 78 23
OPERATION AND MAINTENANCE DATA
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Product data and related information appropriate for City's maintenance and
operation of products furnished under Contract
2. Such products may include, but are not limited to:
a. Traffic Controllers
b. Irrigation Controllers (to be operated by the City)
c. Butterfly Valves
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Schedule
1. Submit manuals in final form to the City within 30 calendar days of product
shipment to the project site.
1.5 SUBMITTALS
A. Submittals shall be in accordance with Section 01 33 00. All submittals shall be
approved by the City prior to delivery.
1.6 INFORMATIONAL SUBMITTALS
A. Submittal Form
1. Prepare data in form of an instructional manual for use by City personnel.
2. Format
a. Size: 8 ½ inches x 11 inches
b. Paper
1) 40 pound minimum, white, for typed pages
2) Holes reinforced with plastic, cloth or metal
c. Text: Manufacturer’s printed data, or neatly typewritten
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
d. Drawings
1) Provide reinforced punched binder tab, bind in with text
2) Reduce larger drawings and fold to size of text pages.
e. Provide fly-leaf for each separate product, or each piece of operating
equipment.
1) Provide typed description of product, and major component parts of
equipment.
2) Provide indexed tabs.
f. Cover
1) Identify each volume with typed or printed title "OPERATING AND
MAINTENANCE INSTRUCTIONS".
2) List:
a) Title of Project
b) Identity of separate structure as applicable
c) Identity of general subject matter covered in the manual
3. Binders
a. Commercial quality 3-ring binders with durable and cleanable plastic covers
b. When multiple binders are used, correlate the data into related consistent
groupings.
4. If available, provide an electronic form of the O&M Manual.
B. Manual Content
1. Neatly typewritten table of contents for each volume, arranged in systematic order
a. Contractor, name of responsible principal, address and telephone number
b. A list of each product required to be included, indexed to content of the volume
c. List, with each product:
1) The name, address and telephone number of the subcontractor or installer
2) A list of each product required to be included, indexed to content of the
volume
3) Identify area of responsibility of each
4) Local source of supply for parts and replacement
d. Identify each product by product name and other identifying symbols as set
forth in Contract Documents.
2. Product Data
a. Include only those sheets which are pertinent to the specific product.
b. Annotate each sheet to:
1) Clearly identify specific product or part installed
2) Clearly identify data applicable to installation
3) Delete references to inapplicable information
3. Drawings
a. Supplement product data with drawings as necessary to clearly illustrate:
1) Relations of component parts of equipment and systems
2) Control and flow diagrams
b. Coordinate drawings with information in Project Record Documents to assure
correct illustration of completed installation.
c. Do not use Project Record Drawings as maintenance drawings.
4. Written text, as required to supplement product data for the particular installation:
a. Organize in consistent format under separate headings for different procedures.
b. Provide logical sequence of instructions of each procedure.
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
5. Copy of each warranty, bond and service contract issued
a. Provide information sheet for City personnel giving:
1) Proper procedures in event of failure
2) Instances which might affect validity of warranties or bonds
C. Manual for Materials and Finishes
1. Submit 5 copies of complete manual in final form.
2. Content, for architectural products, applied materials and finishes:
a. Manufacturer's data, giving full information on products
1) Catalog number, size, composition
2) Color and texture designations
3) Information required for reordering special manufactured products
b. Instructions for care and maintenance
1) Manufacturer's recommendation for types of cleaning agents and methods
2) Cautions against cleaning agents and methods which are detrimental to
product
3) Recommended schedule for cleaning and maintenance
3. Content, for moisture protection and weather exposure products:
a. Manufacturer's data, giving full information on products
1) Applicable standards
2) Chemical composition
3) Details of installation
b. Instructions for inspection, maintenance and repair
D. Manual for Equipment and Systems
1. Submit 5 copies of complete manual in final form.
2. Content, for each unit of equipment and system, as appropriate:
a. Description of unit and component parts
1) Function, normal operating characteristics and limiting conditions
2) Performance curves, engineering data and tests
3) Complete nomenclature and commercial number of replaceable parts
b. Operating procedures
1) Start-up, break-in, routine and normal operating instructions
2) Regulation, control, stopping, shut-down and emergency instructions
3) Summer and winter operating instructions
4) Special operating instructions
c. Maintenance procedures
1) Routine operations
2) Guide to "trouble shooting"
3) Disassembly, repair and reassembly
4) Alignment, adjusting and checking
d. Servicing and lubrication schedule
1) List of lubricants required
e. Manufacturer's printed operating and maintenance instructions
f. Description of sequence of operation by control manufacturer
1) Predicted life of parts subject to wear
2) Items recommended to be stocked as spare parts
g. As installed control diagrams by controls manufacturer
h. Each contractor's coordination drawings
1) As installed color coded piping diagrams
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STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
i. Charts of valve tag numbers, with location and function of each valve
j. List of original manufacturer's spare parts, manufacturer's current prices, and
recommended quantities to be maintained in storage
k. Other data as required under pertinent Sections of Specifications
3. Content, for each electric and electronic system, as appropriate:
a. Description of system and component parts
1) Function, normal operating characteristics, and limiting conditions
2) Performance curves, engineering data and tests
3) Complete nomenclature and commercial number of replaceable parts
b. Circuit directories of panelboards
1) Electrical service
2) Controls
3) Communications
c. As installed color coded wiring diagrams
d. Operating procedures
1) Routine and normal operating instructions
2) Sequences required
3) Special operating instructions
e. Maintenance procedures
1) Routine operations
2) Guide to "trouble shooting"
3) Disassembly, repair and reassembly
4) Adjustment and checking
f. Manufacturer's printed operating and maintenance instructions
g. List of original manufacturer's spare parts, manufacturer's current prices, and
recommended quantities to be maintained in storage
h. Other data as required under pertinent Sections of Specifications
4. Prepare and include additional data when the need for such data becomes apparent
during instruction of City's personnel.
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A. Provide operation and maintenance data by personnel with the following criteria:
1. Trained and experienced in maintenance and operation of described products
2. Skilled as technical writer to the extent required to communicate essential data
3. Skilled as draftsman competent to prepare required drawings
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
8/31/2012 D. Johnson 1.5.A.1 – title of section removed
4/7/2014 M.Domenech Revised for DAP Application
IDEA SEMINARY
[Insert Project Number]
[IDEA SEMINARY]
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DAP PROJECT RECORD DOCUMENTS
Page 1 of 4
CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
SECTION 01 78 39
PROJECT RECORD DOCUMENTS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Work associated with the documenting the project and recording changes to project
documents, including:
a. Record Drawings
b. Water Meter Service Reports
c. Sanitary Sewer Service Reports
d. Large Water Meter Reports
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 – General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS
A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to
City’s Project Representative.
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A. Accuracy of Records
1. Thoroughly coordinate changes within the Record Documents, making adequate
and proper entries on each page of Specifications and each sheet of Drawings and
other Documents where such entry is required to show the change properly.
2. Accuracy of records shall be such that future search for items shown in the Contract
Documents may rely reasonably on information obtained from the approved Project
Record Documents.
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DAP PROJECT RECORD DOCUMENTS
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
3. To facilitate accuracy of records, make entries within 24 hours after receipt of
information that the change has occurred.
4. Provide factual information regarding all aspects of the Work, both concealed and
visible, to enable future modification of the Work to proceed without lengthy and
expensive site measurement, investigation and examination.
1.10 STORAGE AND HANDLING
A. Storage and Handling Requirements
1. Maintain the job set of Record Documents completely protected from deterioration
and from loss and damage until completion of the Work and transfer of all recorded
data to the final Project Record Documents.
2. In the event of loss of recorded data, use means necessary to again secure the data
to the City's approval.
a. In such case, provide replacements to the standards originally required by the
Contract Documents.
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS
2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED]
2.2 RECORD DOCUMENTS
A. Job set
1. Promptly following receipt of the Notice to Proceed, secure from the City, at no
charge to the Contractor, 1 complete set of all Documents comprising the Contract.
B. Final Record Documents
1. At a time nearing the completion of the Work and prior to Final Inspection, provide
the City 1 complete set of all Final Record Drawings in the Contract.
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 MAINTENANCE DOCUMENTS
A. Maintenance of Job Set
1. Immediately upon receipt of the job set, identify each of the Documents with the
title, "RECORD DOCUMENTS - JOB SET".
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
2. Preservation
a. Considering the Contract completion time, the probable number of occasions
upon which the job set must be taken out for new entries and for examination,
and the conditions under which these activities will be performed, devise a
suitable method for protecting the job set.
b. Do not use the job set for any purpose except entry of new data and for review
by the City, until start of transfer of data to final Project Record Documents.
c. Maintain the job set at the site of work.
3. Coordination with Construction Survey
a. At a minimum clearly mark any deviations from Contract Documents
associated with installation of the infrastructure.
4. Making entries on Drawings
a. Record any deviations from Contract Documents.
b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the
change by graphic line and note as required.
c. Date all entries.
d. Call attention to the entry by a "cloud" drawn around the area or areas affected.
e. In the event of overlapping changes, use different colors for the overlapping
changes.
5. Conversion of schematic layouts
a. In some cases on the Drawings, arrangements of conduits, circuits, piping,
ducts, and similar items, are shown schematically and are not intended to
portray precise physical layout.
1) Final physical arrangement is determined by the Contractor, subject to the
City's approval.
2) However, design of future modifications of the facility may require
accurate information as to the final physical layout of items which are
shown only schematically on the Drawings.
b. Show on the job set of Record Drawings, by dimension accurate to within 1
inch, the centerline of each run of items.
1) Final physical arrangement is determined by the Contractor, subject to the
City's approval.
2) Show, by symbol or note, the vertical location of the Item ("under slab", "in
ceiling plenum", "exposed", and the like).
3) Make all identification sufficiently descriptive that it may be related
reliably to the Specifications.
c. The City may waive the requirements for conversion of schematic layouts
where, in the City's judgment, conversion serves no useful purpose. However,
do not rely upon waivers being issued except as specifically issued in writing
by the City.
B. Final Project Record Documents
1. Transfer of data to Drawings
a. Carefully transfer change data shown on the job set of Record Drawings to the
corresponding final documents, coordinating the changes as required.
b. Clearly indicate at each affected detail and other Drawing a full description of
changes made during construction, and the actual location of items.
c. Call attention to each entry by drawing a "cloud" around the area or areas
affected.
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[IDEA SEMINARY]
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CITY OF FORT WORTH [Insert Project Name]
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number]
Revised April 7, 2014
d. Make changes neatly, consistently and with the proper media to assure
longevity and clear reproduction.
2. Transfer of data to other Documents
a. If the Documents, other than Drawings, have been kept clean during progress of
the Work, and if entries thereon have been orderly to the approval of the City,
the job set of those Documents, other than Drawings, will be accepted as final
Record Documents.
b. If any such Document is not so approved by the City, secure a new copy of that
Document from the City at the City's usual charge for reproduction and
handling, and carefully transfer the change data to the new copy to the approval
of the City.
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP Application
IDEA SEMINARY
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[IDEA SEMINARY]
102814
GC-4.02 SUBSURFACE AND PHYSICAL CONDITIONS
REPORT COVER PAGE
Geotechnical Engineering Report
__________________________________________________________________________
IDEA Public Schools - Seminary
Fort Worth, Tarrant County, Texas
March 27, 2020
Terracon Project No. 95205035
Prepared for:
IDEA Public Schools
Weslaco, Texas
Prepared by:
Terracon Consultants, Inc.
Fort Worth, Texas
Terracon Consultants, Inc. 2501 East Loop 820 North Fort Worth, Texas 76118 Registration No. F-3272
P [817] 268 8600 F [817] 268 8602 terracon.com /offices/fort-worth
REPORT COVER LETTER TO SIGN
March 27, 2020
IDEA Public Schools
2115 West Pike Boulevard
Weslaco, Texas 78596
Attn: Mr. Wyatt Truscheit, CFO
P:(512) 989 7045
E:troper@pmsitx.com
Re: Geotechnical Engineering Report
IDEA Public Schools - Seminary
NWC of E. Seminary Drive & Old Mansfield Road
Fort Worth, Tarrant County, Texas
Terracon Project No. 95205035
Dear Mr. Truscheit:
We have completed the Geotechnical Engineering services for the above referenced project. This
study was performed in general accordance with Terracon Proposal No. P95205035 dated
February 21, 2020. This report presents the findings of the subsurface exploration and provides
geotechnical recommendations concerning earthwork and the design and construction of
foundations, floor slabs and pavements for the proposed project.
We appreciate the opportunity to be of service to you on this project. If you have any questions
concerning this report or if we may be of further service, please contact us.
Sincerely,
Terracon Consultants, Inc.
Christopher W. Eddy, P.E.Cheryl C. Pedraza, P.E.
Senior Geotechnical Engineer Geotechnical Department Manager
Responsive ■Resourceful ■Reliable 1
REPORT TOPICS
INTRODUCTION ............................................................................................................. 1
SITE CONDITIONS ......................................................................................................... 1
PROJECT DESCRIPTION .............................................................................................. 2
GEOTECHNICAL CHARACTERIZATION ...................................................................... 3
GEOTECHNICAL OVERVIEW ....................................................................................... 4
EARTHWORK................................................................................................................. 5
DEEP FOUNDATIONS ................................................................................................. 11
FLOOR SLABS............................................................................................................. 14
SEISMIC CONSIDERATIONS ...................................................................................... 17
RETAINING WALLS AND BELOW-GRADE WALLS .................................................. 17
PAVEMENTS ................................................................................................................ 22
GENERAL COMMENTS ............................................................................................... 25
FIGURES ...................................................................................................................... 27
Note: This report was originally delivered in a web-based format.Orange Bold text in the report indicates a referenced
section heading. The PDF version also includes hyperlinks which direct the reader to that section and clicking on the
GeoReport logo will bring you back to this page. For more interactive features, please view your project online at
client.terracon.com.
ATTACHMENTS
EXPLORATION AND TESTING PROCEDURES
PHOTOGRAPHY LOG
SITE LOCATION AND EXPLORATION PLANS
EXPLORATION RESULTS
SUPPORTING INFORMATION
Note: Refer to each individual Attachment for a listing of contents.
Geotechnical Engineering Report
IDEA Public Schools - Seminary ■ Fort Worth, Tarrant County, Texas
March 27, 2020 ■ Terracon Project No. 95205035
Responsive ■Resourceful ■Reliable i
REPORT SUMMARY
Topic Overview Statement 1
Project
Description
We understand that a new IDEA Public School is planned for construction. The
project consists of the following:
■Phase I Academy
■Phase II College Preparatory
■Driveways and parking
The buildings will be two stories.
Max. Column loads: 300 kips, Max. Wall loads: 2-3 kips per lineal foot, Floor Slab
loads: 150 psf
Geotechnical
Characterization
Fill materials consisting of clayey sand, lean clay, sandy lean clay and fat clay with
varying amounts of asphalt, gravel, sand, and limestone fragments were present in
borings B-1, B-4 through B-6, and P-3 to P-4 to depths of about 2 to 6 feet.
Overburden soils consisting of fat and lean clays with varying amounts of sand and
limestone fragments were present in the building borings (B-1 to B-6) to depths of
about 8.5 to 18 feet and to the termination depth of about 5 feet in the paving borings
(P-1 to P-4 and P-6). These overburden soils were underlain by tan limestone in
borings B-1, B-3 to B-4, and B-6 to depths of about 12 to 19 feet. Gray limestone
with shale seams was then encountered in the building borings to the termination
depths of about 35 to 40 feet
Groundwater was encountered in borings B-1, B-3, and B-5 at depths of 8 to 19 feet
during drilling and groundwater levels of about 20 to 33 feet were measured in
borings B-1, B-3, and B-5 at completion of drilling.
Earthwork On-site soils free of organic matter, debris and rocks less than 4 inches in
diameter can be used for site fill.
Deep Foundations
We recommend supporting foundation loads for the buildings on straight-sided drilled
shafts situated in the gray limestone with shale seams and layers stratum (GeoModel
Layer 5) present at depths of about 12 to 19 feet below existing grades.
Floor Slabs
The near-surface soils are active and prone to volume change with variations in
moisture level. If movements on the order of 1 inch are acceptable, the floor slabs
can be placed on grade provided the building pad is prepared with 10 feet of moisture
conditioned soils, or moisture conditioned soils extending to the top of tan limestone,
and capped with a 1-foot layer of select fill or flexible base. The moisture conditioning
should be extended at least 5 feet beyond the building line and include any entrances
or flatwork sensitive to movements.
A structural slab is recommended if foundation movements are to be limited to less
than one inch.
Geotechnical Engineering Report
IDEA Public Schools - Seminary ■ Fort Worth, Tarrant County, Texas
March 27, 2020 ■ Terracon Project No. 95205035
Responsive ■Resourceful ■Reliable ii
Seismic
Considerations
Based on the 2012/2015 International Building Code (IBC) and ASCE/SEI 7-10, the
seismic site classification for this site is C.
Pavements
Asphalt concrete pavement or portland cement concrete pavement can be used
at this site. If asphaltic concrete is used, the subgrade should be modified with
lime. Portland cement concrete pavements can be placed on a compacted
subgrade without lime. These pavements are not equal in performance. The
portland cement concrete pavement is expected to require less maintenance.
General
Comments
This section contains important information about the limitations of this geotechnical
engineering report.
1.This summary is for convenience only. It should be used in conjunction with the entire report for design
purposes.
Responsive ■Resourceful ■Reliable 1
INTRODUC TION
Geotechnical Engineering Report
IDEA Public Schools - Seminary
NWC of E. Seminary Drive & Old Mansfield Road
Fort Worth, Tarrant County, Texas
Terracon Project No. 95205035
March 27, 2020
INTRODUCTION
This report presents the results of our subsurface exploration and geotechnical engineering
services performed for the proposed IDEA Public Schools - Seminary to be located at the NWC
of E. Seminary Drive & Old Mansfield Road in Fort Worth, Tarrant County, Texas. The purpose
of these services is to provide information and geotechnical engineering recommendations
relative to:
■Subsurface soil (and rock) conditions ■Floor slab design and construction
■Groundwater conditions ■Seismic site classification per IBC
■Site preparation and earthwork ■Pavement design and construction
■Foundation design and construction ■Lateral earth pressures
The geotechnical engineering Scope of Services for this project included the advancement of 11
test borings to depths ranging from approximately 5 to 40 feet below existing site grades. Twelve
borings were originally planned; however, boring P-5 was eliminated due to access issues.
Maps showing the site and boring locations are shown in the Site Location and Exploration
Plan sections, respectively. The results of the laboratory testing performed on soil samples
obtained from the site during the field exploration are included on the boring logs in the
Exploration Results section.
SITE CONDITIONS
The following description of site conditions is derived from our site visit in association with the
field exploration and our review of publicly available geologic and topographic maps.
Item Description
Parcel Information
The project is located at the NWC of E. Seminary Drive & Old Mansfield
Road in Fort Worth, Tarrant County, Texas.
32.6863°N, 97.2907°W (approximate)
See Site Location
Geotechnical Engineering Report
IDEA Public Schools - Seminary ■ Fort Worth, Tarrant County, Texas
March 27, 2020 ■ Terracon Project No. 95205035
Responsive ■Resourceful ■Reliable 2
Item Description
Existing
Improvements Existing structure with asphalt concrete and aggregate pavements
Current Ground
Cover
Grass, scattered trees on the southwest and north sides of the property, and
asphalt and aggregate pavements.
Existing Topography
(based on NCTCOG
topography)
The site appears to slope downwards from the north to the southwest side of
the property. Ground surface elevations vary by about 8 feet.
We also collected photographs at the time of our field exploration program. Representative photos
are provided in our Photography Log.
PROJECT DESCRIPTION
Our initial understanding of the project was provided in our proposal and no comments have been
made by the design group/client and our final understanding of the project conditions is as follows:
Item Description
Project Description
We understand that a new IDEA Public School is planned for construction.
The site consists of the following:
■Phase I Academy
■Phase II College Preparatory
■Driveways and parking
Building Construction Two-story steel-framed metal building with masonry walls. Deep foundations
systems will be considered to support the planned structures.
Finished Floor
Elevation ±2 feet of existing grade
Maximum Loads
■Columns: 300 kips
■Walls: 2 to 3 kips per linear foot (klf)
■Slabs: 150 pounds per square foot (psf)
Grading/Slopes Final slope angles of as steep as 4H:1V (Horizontal: Vertical) are expected.
Below Grade
Structures Limited to elevator pits up to about 6 feet in height
Free-Standing
Retaining Walls
Retaining walls up to 5 feet in height may be constructed as part of site
development to achieve final grades.
Pavements Both rigid (concrete) and flexible (asphalt) pavement sections will be
considered.
Geotechnical Engineering Report
IDEA Public Schools - Seminary ■ Fort Worth, Tarrant County, Texas
March 27, 2020 ■ Terracon Project No. 95205035
Responsive ■Resourceful ■Reliable 3
GEOTECHNICAL CHARACTERIZATION
We have developed a general characterization of the subsurface conditions based upon our
review of the subsurface exploration, laboratory data, geologic setting and our understanding of
the project. This characterization, termed GeoModel, forms the basis of our geotechnical
calculations and evaluation of site preparation and foundation options. Conditions encountered at
each exploration point are indicated on the individual logs. The individual logs can be found in the
Exploration Results section and the GeoModel can be found in the Figures section of this report.
As part of our analyses, we identified the following model layers within the subsurface profile. For
a more detailed view of the model layer depths at each boring location, refer to the GeoModel.
Model Layer Layer Name General Description
1 Fill
Clayey sand, clayey sand with gravel, sandy lean clay with gravel,
fat clay, and lean clay with asphalt, gravel, and limestone
fragments
2 Clay Lean clay with sand and sandy lean clay with gravel
3 Clay Fat clay and fat clay with sand
4 Weathered
Bedrock Tan limestone with clay seams and layers
5 Bedrock Gray limestone with shale seams and layers
The following table summarizes the rock profile in the building borings:
Boring Number
Approximate Depth to Top of
Tan Limestone (feet)1
Approximate Depth to Top of
Gray Limestone (feet)1
B-1 10 14
B-2 Not encountered 12
B-3 9 12
B-4 14 19
B-5 Not encountered 18
B-6 8.5 14
1.Below ground surface
The boreholes were observed while drilling and after completion for the presence and level of
groundwater. The water levels observed in the boreholes can be found on the boring logs in
Exploration Results and are summarized in the following table.
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Boring Number
Approximate Depth to
Groundwater while Drilling
(feet)1
Approximate Depth to
Groundwater after Drilling
(feet)1
B-1 14 33
B-3 8 31
B-5 19 20
1.Below ground surface
Groundwater was not observed in the remaining borings while drilling, or for the short duration the
borings could remain open. However, this does not necessarily mean the borings terminated above
groundwater, or the water levels summarized above are stable groundwater levels. Due to the low
permeability of the soils encountered in the borings, a relatively long period may be necessary for a
groundwater level to develop and stabilize in a borehole. Long-term observations in piezometers or
observation wells sealed from the influence of surface water are often required to define groundwater
levels in materials of this type.
Groundwater level fluctuations occur due to seasonal variations in the amount of rainfall, runoff
and other factors not evident at the time the borings were performed. Therefore, groundwater
levels during construction or at other times in the life of the structure may be higher or lower than
the levels indicated on the boring logs. The possibility of groundwater level fluctuations should be
considered when developing the design and construction plans for the project.
GEOTECHNICAL OVERVIEW
Fill materials consisting of clayey sand, lean clay, sandy lean clay and fat clay with varying
amounts of asphalt, gravel, sand, and limestone fragments were present in borings B-1, B-4
through B-6, and P-3 to P-4 to depths of about 2 to 6 feet. Overburden soils consisting of fat and
lean clays with varying amounts of sand and limestone fragments were present in the building
borings (B-1 to B-6) to depths of about 8.5 to 18 feet and to the termination depth of about 5 feet
in the paving borings (P-1 to P-4 and P-6). These overburden soils were underlain by tan
limestone in borings B-1, B-3 to B-4, and B-6 to depths of about 12 to 19 feet. Gray limestone
with shale seams was then encountered in the building borings to the termination depths of about
35 to 40 feet.
Groundwater was encountered in borings B-1, B-3, and B-5 at depths of 8 to 19 feet during drilling
and groundwater levels of about 20 to 33 feet were measured in borings B-1, B-3, and B-5 at
completion of drilling.
Expansive soils are present on this site. At the time of our field operations on March 12, 2020,
the overburden soils varied from a wet to dry state. Based on the Plasticity Index (PI) of the soils,
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the potential vertical rise (PVR) of the site soils is estimated to be on the order of 3 to 4 inches.
The PVR is estimated utilizing the TxDOT method TEX-124-E and based on dry soil conditions.
If movements on the order of one inch are acceptable, the floor slab can be supported on a
moisture conditioned subgrade and capped with a 1-foot layer of select fill or flexible base
required, Terracon should be contacted for recommendations for a structural slab.
Straight drilled shaft bearing in the gray limestone with shale seams and layers can be utilized to
support the structure. Casing will likely be required for installation of the piers.
This summary should be used in conjunction with the entire report for design purposes. It should
be recognized that details were not included or fully developed in this section, and the report must
be read in its entirety for a comprehensive understanding of the items contained herein. The
section titled General Comments should be read for an understanding of the report limitations.
EARTHWORK
The following sections provide recommendations for use in the preparation of specifications for
the work. Recommendations include critical quality criteria as necessary to render the site in the
state considered in our geotechnical engineering evaluation for foundations, floor slabs, and
pavements.
Existing Fill
As noted in Geotechnical Characterization, fill materials were present in borings B-1, B-4
through B-6, and P-3 to P-4 to depths of about 2 to 6 feet. The fills contained clay soils with varying
amounts of asphalt, gravel, sand and limestone fragments. The possibility of deeper fills at this
site and under compacted zones of soil or debris within the fill materials exists. Under compacted
zones and debris could lead to unacceptable settlements of building foundations and floor slabs
and pavements.
Excavating the fills and replacing them in a controlled manner is the most positive method of
controlling settlement. It should be noted that preparing the building pad as discussed in Floor
Slabs/Flatwork on Modified Subgrade will rework the fills in the building pad.
Proof rolling, as discussed in the Site Preparation section, can be considered in lieu of complete
removal of the fill in pavement areas provided the risk of pavement settlement and cracking can
be tolerated. Proof rolling is intended to represent a reasonable approach for treatment of fill;
however, it will not eliminate the risk of unexpected movements in some areas.
The excavated soils, free of debris or rock greater than 4 inches in dimension, can be used to
backfill the excavated areas.
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Site Preparation
Site preparation for the proposed project should include removing the existing vegetation, existing
fill, and any other unsuitable surface materials from the areas of new construction. The exposed
subgrade should be proof rolled prior to placing any fill. The proof rolling should be performed
with a fully loaded, tandem-axle dump truck or other equipment providing an equivalent subgrade
loading. A minimum gross weight of 20 tons is recommended for the proof rolling equipment.
The proof rolling should consist of several overlapping passes in mutually perpendicular directions
over a given area. Any soft or pumping areas should be modified using one of the following
methods.
Methods of subgrade improvement could include scarification and recompaction at the proper
moisture content, chemical treatment (lime), or removal of unstable materials and replacement
with granular fill (with or without a geogrid). The appropriate method of improvement, if required,
would be dependent on factors such as schedule, weather, the size of the area to be stabilized,
and the nature of the instability. More detailed recommendations can be provided during
construction as the need for subgrade modification occurs. Performing site grading operations
during warm seasons and dry periods would help to reduce the amount of subgrade stabilization
required.
n Scarification and Compaction – It may be feasible to scarify, dry, and compact the exposed
soils. The success of this procedure would depend primarily upon favorable weather and
sufficient time to dry the soils. Stable subgrades likely would not be achievable if the thickness
of the unstable soil is greater than about 2 feet, if the unstable soil is at or near groundwater
levels, or if construction is performed during a period of wet or cool weather when drying is
difficult.
n Chemical Treatment – Improvement of subgrades with lime could be considered for
improving unstable soils. Chemical modification should be performed by a prequalified
contractor having experience with successfully stabilizing subgrades in the project area on
similar sized projects with similar soil conditions. The hazards of chemicals blowing across
the site or onto adjacent property should also be considered. Additional testing would be
needed to develop specific recommendations to improve subgrade stability by blending
chemicals with the site soils. Additional testing could include, but not be limited to, evaluating
various admixtures, the optimum amounts required and the presence of sulfates in the soil.
n Crushed Stone – The use of crushed stone or crushed gravel is a very common procedure
to improve subgrade stability. Typical undercut depths would be expected to range from about
6 to 12 inches below finished subgrade elevation. The use of a geogrid could also be
considered after underground work such as utility construction is completed. Prior to placing
the geogrid, we recommend that all below-grade construction, such as utility line installation,
be completed to avoid damaging the geogrid. Equipment should not be operated above the
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geogrid until one full lift of crushed stone fill is placed above it. The maximum particle size of
granular material placed over geotextile fabric or geogrid should meet the manufacturer’s
specifications, and generally should not exceed 1½ inches.
Further evaluation of the need and recommendations for subgrade treatment can be provided
during construction as the geotechnical conditions are exposed.
Suitable Fill Material Types
The following soil materials are discussed in the coming sections of this report. The following
table summarizes their nomenclature, detailed descriptions, and appropriate usage in the context
of this project.
Soil Type Technical Description Appropriate Use
On-site soils
Free of vegetation, organic material,
debris, and rocks greater than
4 inches in maximum dimension.
■General site grading
■Building pad
■Pavement subgrades (natural or lime
treated)
■Utility trench backfill
■Retaining wall backfill
Imported fill
Clean clay soil (free of deleterious
material and debris) with a liquid limit
(LL) of 60 or less with no rock greater
than 4 inches in maximum dimension
Select fill
Sandy clay to clayey sand with a
liquid limit (LL) of 35 or less and a
plasticity index (PI) in the range of 6
and 15 ■Upper 1 foot of the building pad
■Retaining wall backfill
Flexible base
TxDOT Item 247, Type D, Grade 1-2.
Recycled concrete meeting this
gradation is acceptable.
Granular wall
backfill
Crushed stone or gravel with less
than 3% passing No. 200 sieve and
less than 30% passing
No. 40 sieve, non-plastic.
■Retaining wall backfill
*TxDOT – Texas Department of Transportation
Compaction Requirements
Recommendations for compaction are presented in the following table.We recommend that
engineered fill be tested for moisture content and compaction during placement. Should the
results of the in-place density tests indicate the specified moisture or compaction limits have not
been met, the area represented by the test must be reworked and retested as required until the
specified moisture and compaction requirements are achieved.
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Item Compaction Moisture Content
On-site soils or
imported fills outside
the moisture
conditioned zone1
A minimum of 95% maximum standard
Proctor dry density (ASTM D 698)
For PI <20 at or above optimum
moisture content
For PI ≥20 at a minimum of
+2 percentage points of optimum
moisture
Moisture conditioned
soils 1
In the range of 92% to 98% maximum
standard Proctor dry density (ASTM
D 698)
For PI < 20 at a minimum
+2 percentage points of optimum
moisture
For PI ≥ 20 at a minimum of
+4 percentage points of optimum
moisture
Select fill / flexible
base 1
A minimum of 95% maximum standard
Proctor dry density (ASTM D 698)
In the range of -2 to
+2 percentage points of optimum
moisture content
Clay backfill for
exterior face of grade
beam1
A minimum of 92% to 98% maximum
standard Proctor dry density (ASTM
D 698)
For PI < 20 at a minimum
+2 percentage points of optimum
moisture
For PI ≥ 20 at a minimum of
+4 percentage points of optimum
moisture
Granular wall backfill A minimum of 97% maximum index
density (ASTM D 4253)
At a moisture content that
facilitates compaction
Pavement subgrades2 A minimum of 95% maximum standard
Proctor dry density (ASTM D 698)
In the range of 0 to +3 percentage
points of optimum moisture
content
1.Fills should be placed in maximum loose lifts of 9 inches or less.
2.The compaction criteria in fire lanes and roadways must meet the requirements, if any, as prescribed by
the local governing authority.
Utility Trench Backfill
Utility trenches are a common source of water infiltration and migration. Utility trenches
penetrating beneath the building should be effectively sealed to restrict water intrusion and flow
through the trenches, which could migrate below the building. The trench should provide an
effective trench plug that extends at least 5 feet from the face of the building exterior. The plug
material should consist of cementitious flowable fill or low permeability clay (PI >20). The trench
plug material should be placed to surround the utility line. If used, the clay trench plug material
should be placed and compacted to comply with the water content and compaction
recommendations for fill stated previously in this report.
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Grading and Drainage
The performance of the proposed structures will not only be dependent upon the quality of
construction, but also upon the stability of the moisture content of the near surface soils.
Therefore, we highly recommend that site drainage be developed so that ponding of surface runoff
near the structures does not occur. Accumulation of water near the structures may cause
significant moisture variations in soils adjacent to the structures, thus increasing the potential for
structural distress.
Effective drainage away from the structures and excavations must be provided during
construction and maintained through the life of the proposed project. Infiltration of water into
excavations should be prevented during construction. Water retained next to the building can
result in soil movements greater than those discussed in this report. Greater movements can
result in unacceptable differential floor slab and/or foundation movements, cracked slabs and
walls, and roof leaks.
Exposed ground should be sloped and maintained at a minimum 5 percent away from the building
for at least 10 feet beyond the perimeter of the building. Locally, flatter grades may be necessary
to transition ADA access requirements for flatwork.
Roof runoff and surface drainage should be collected and discharged away from the structures to
prevent wetting of the foundation soils. Roof gutters should be installed and connected to
downspouts and pipes directing roof runoff at least 10 feet away from the structures, or discharged
on to positively sloped pavements or to stormwater collection systems.
Sprinkler mains and spray heads should preferably be located at least 5 feet away from the
structures such that they cannot become a potential source of water directly adjacent to the
structures. In addition, the owner and/or builder should be made aware that placing large bushes
and trees adjacent to the structures may cause significant moisture variations in the soils
underlying the structures. In general, tree roots can adversely influence the subsurface soil
moisture content to a distance of at least 1½ times the mature height of the tree and beyond the
tree canopy. Watering of vegetation should be performed in a timely and controlled manner and
prolonged watering should be avoided. Landscaped irrigation adjacent to the foundation units
should be minimized or eliminated. Special care should be taken such that underground utilities
do not develop leaks with time.
After building construction and landscaping, final grades should be verified to document effective
drainage has been achieved. Grades around the structures should also be periodically inspected
and adjusted as necessary as part of the structure’s maintenance program. Where paving or
flatwork abuts the structures, a maintenance program should be established to effectively seal
and maintain joints and prevent surface water infiltration. Water permitted to pond next to the
structures can result in greater soil movements than those discussed in this report. Estimated
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movements described in this report are based on effective drainage for the life of the structures
and cannot be relied upon if effective drainage is not maintained.
Earthwork Construction Considerations
Shallow excavations, for the proposed structure, are anticipated to be accomplished with
conventional construction equipment. Upon completion of filling and grading, care should be
taken to maintain the subgrade water content prior to construction of floor slabs. Construction
traffic over the completed subgrades should be avoided. The site should also be graded to prevent
ponding of surface water on the prepared subgrades or in excavations. Water collecting over, or
adjacent to, construction areas should be removed. If the subgrade freezes, desiccates,
saturates, or is disturbed, the affected material should be removed, or the materials should be
scarified, moisture conditioned, and recompacted, prior to floor slab construction.
Based upon the subsurface conditions determined from the geotechnical exploration, unstable
subgrade soils may be encountered during construction. The stability of the subgrade may also
be affected by precipitation, repetitive construction traffic, closeness to the groundwater seepage,
or other factors. If unstable conditions develop, workability may be improved by scarifying and
drying. Lightweight excavation equipment may be required to reduce subgrade pumping. The
use of remotely operated equipment, such as a backhoe, would be beneficial to perform cuts and
reduce subgrade disturbance.
The groundwater table could affect over-excavation efforts, especially for over-excavation and
replacement of lower strength soils. A temporary dewatering system consisting of sumps with pumps
could be necessary to achieve the recommended depth of over-excavation.
As a minimum, excavations should be performed in accordance with OSHA 29 CFR, Part 1926,
Subpart P, “Excavations” and its appendices, and in accordance with any applicable local, and/or
state regulations.
Construction site safety is the sole responsibility of the contractor who controls the means,
methods, and sequencing of construction operations. Under no circumstances shall the
information provided herein be interpreted to mean Terracon is assuming responsibility for
construction site safety, or the contractor's activities; such responsibility shall neither be implied
nor inferred.
Construction Observation and Testing
The earthwork efforts should be monitored under the direction of a representative of the
Geotechnical Engineer. Monitoring should include documentation of adequate removal of
vegetation and top soil, proof rolling and mitigation of areas delineated by the proof roll to require
mitigation.
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Each lift of compacted fill should be tested, evaluated, and reworked as necessary until approved
by the Geotechnical Engineer’s representative prior to placement of additional lifts. Each lift of fill
should be tested for density and water content at a frequency of at least one test for every
2,500 square feet of compacted fill in the building areas and 5,000 square feet in pavement areas.
One density and water content test for every 50 linear feet of compacted utility trench backfill.
In areas of foundation excavations, the bearing subgrade should be evaluated under the direction
of the Geotechnical Engineer’s representative. In the event that unanticipated conditions are
encountered, the Geotechnical Engineer should prescribe mitigation options.
In addition to the documentation of the essential parameters necessary for construction, the
continuation of the Geotechnical Engineer’s representative into the construction phase of the
project provides the continuity to maintain the Geotechnical Engineer’s representative evaluation
of subsurface conditions, including assessing variations and associated design changes.
DEEP FOUNDATIONS
Drilled Shaft Design Parameters
Soil design parameters are provided below in the table below for the design of drilled shaft
foundations. The values presented for allowable side friction and end bearing include a factor of
safety.
Design Parameter Recommendations
Bearing stratum Gray limestone with shale seams and layers (GeoModel
Layer 5)
Allowable end bearing 40,000 psf
Allowable skin friction – compression 6,000 psf
Allowable skin friction – tension 4,800 psf
Minimum penetration to develop end
bearing 2 feet or 1 shaft diameter, whichever is greater
Penetration to develop skin friction Below the surface of the limestone or below any temporary
casing set in the limestone, whichever is deeper.
Minimum center to center spacing to
develop full skin friction
2.5 times the diameter of the larger shaft. Closer spacing may
require some reductions in skin friction and/or changes in
installation sequences. Closely spaced shafts should be
examined by Terracon on a case by case basis. As a general
guide, the design skin friction will vary linearly from the full
value at a spacing of 2.5 diameters to 50 percent of the design
value at 1.0 diameter.
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Design Parameter Recommendations
Groups of 3 or more shafts placed closer
than 2.5 shaft diameters
Should be evaluated on a case by case basis by Terracon.
Alternative installation sequences may be needed to allow for
a minimum of 48 hours concrete curing time, before
installation of adjacent shafts.
Minimum shaft diameter 18 inches
Settlement Less than ½ inch for column loads of 300 kips or less
Drilled Shaft Lateral Loading
The following table lists input values for use in LPILE analyses. Since deflection or a service limit
criterion will most likely control lateral capacity design, no safety/resistance factor is included with
the parameters.
Soil Type
Moisture
Conditioned
Clay Soils
Undisturbed
Sandy Lean Clay
and Clayey Sand
Soils
Tan
Limestone
with Clay
Seams
Gray
Limestone with
Shale Seams
and Layers
LPILE Material Type Soft Clay Stiff clay w/o free
water
Weak Rock
(Reese)
Weak Rock
(Reese)
Effective Soil Unit Weight (pcf)120
125 (Above
groundwater table)
62 (Below
groundwater table)
135 135
Undrained cohesion, c (psf)500 1,500 N/A N/A
Strain Factor, є50 0.02 0.005 N/A N/A
Young’s Modulus, Er (psi)N/A N/A 11,000 34,000
Uniaxial Compressive Strength
(psi)N/A N/A 110 340
Rock Quality Designation,
RQD (%)N/A N/A 85 85
Krm N/A N/A 0.0005 0.0005
Uplift
The drilled shafts will be subject to uplift as a result of heave in the overlying clay soils. The
magnitude of these loads varies with the shaft diameter, soil parameters, and particularly the in-
situ moisture levels at the time of construction. The shafts must contain sufficient continuous
vertical reinforcing and embedment depth into the limestone stratum to resist the net tensile load.
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For the conditions encountered at this site, the uplift load can be approximated by assuming a
uniform uplift of 1,600 psf over the shaft perimeter for a depth of 10 feet. If the subgrade is
moisture conditioned as discussed in Floor Slabs,a uniform uplift of 500 psf can be used in the
moisture conditioned zone.
Drilled Shaft Construction Considerations
The construction of all drilled shafts should be observed by experienced geotechnical personnel
during construction to confirm: 1) the bearing stratum; 2) the minimum bearing depth; 3) that
groundwater seepage, if encountered, is correctly handled; and 4) that the shafts are within
acceptable vertical tolerance.
Recommendations for drilled shaft construction are presented in the following table.
Item Recommendation
Drilled shaft installation
specification
Current version of American Concrete Institute’s “Standard Specification for
the Construction of Drilled Piers” ACI 336.
Top of shaft completion Enlarged (mushroom-shaped) top in contact with the clays should not be
allowed.
Time to complete Drilled shaft construction should be completed within 8 hours in a continuous
manner to reduce side wall and base deterioration.
Installation methods
Shaft excavations should be installed using dry methods. The concrete should
and be placed in a manner to avoid striking the reinforcing steel during
placement. Care should be taken to not disturb the sides and bottom of the
excavation during construction. The bottom of the shaft excavation should be
free of loose material before concrete placement. Concrete should be placed
as soon as possible after the foundation excavation is completed, to reduce
potential disturbance of the bearing surface.
Groundwater control
Seepage was observed in three of the borings and will likely be encountered
during installation of the straight shafts, particularly during wet periods of the
year. Seepage rates will be sufficient to require the use of temporary casing
for installation of the straight shafts. The casing should be seated in the
limestone with all water and most of the loose material removed prior to
beginning the design penetration. While withdrawing casing, care should be
exercised to maintain concrete inside the casing at a sufficient level to resist
earth and hydrostatic pressures acting on the casing exterior. Arching of the
concrete, loss of seal and other problems can occur during casing removal
and result in contamination of the drilled shaft. These conditions should be
considered during the design and construction phases. Placement of loose
soil backfill should not be permitted around the casing prior to removal.
Special Conditions
The limestone bedrock is hard. A contractor experienced with hard rock
drilling and temporary casing methods should be retained for installation of the
piers.
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The drilled shaft installation process should be performed under the direction of the Geotechnical
Engineer. The Geotechnical Engineer should document the shaft installation process including
soil/rock and groundwater conditions encountered, consistency with expected conditions, and
details of the installed shaft.
Grade Beams/Pier Caps
In conjunction with drilled shafts, all grade beams or wall panels should be supported by the drilled
shafts. A minimum void space of 8 inches is recommended between the bottom of grade beams,
pier cap extensions or wall panels and the subgrade. The void can be decreased to 4 inches in
areas where moisture conditioning has been performed. This void will serve to minimize distress
resulting from swell pressures generated by the clay soils. Structural cardboard forms are one
acceptable means of providing this void beneath cast-in-place elements. Soil retainers should be
used to prevent infilling of the void.
The grade beams should be formed rather than cast against earth trenches. Backfill against the
exterior face of grade beams, wall panels and pier caps should be using on site clay soils placed
and compacted as described in section Compaction Requirements.
FLOOR SLABS
Lightly loaded floor slabs and flatwork placed on-grade will be subject to movement as a result of
moisture induced volume changes in the active soils that can occur following construction. The
soils expand (heave) with increases in moisture and contract (shrink) with decreases in moisture.
The movement typically occurs as post construction heave. Moreover, the existing fill material
encountered at this site has the possibility of under-compacted zones of soil or debris within the
fill materials. Under-compacted fill could lead to unacceptable settlements of foundations, floor
slabs, and pavements that exceed the estimated movements in this report.
The potential magnitude of the moisture induced, and under-compacted fill movements is rather
indeterminate. It is influenced by the soil properties, the placement method of the existing fill
material, overburden pressures, and to a great extent by soil moisture levels at the time of
construction. Based on the soil types encountered in the borings, movements in slabs placed on
grade are estimated to be on the order of 3 to 4 inches for dry soil moisture conditions that can
exist prior to construction. Differential movements could be on the order of 4 inches if one edge
of the slab is lifted due to soil swell and an opposite edge is subject to shrinkage due to moisture
loss.
A structurally suspended for system is recommended if floor movements are to be limited to less
than one inch. If floor movements on the order of one inch are acceptable, the building slabs can
be supported on a modified subgrade that has been prepared to reduce soil movements. Note
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that movements of ½ inch can result in uneven floors, sticking doors, and cracking of floor slabs
and wall partitions. If the risk of these movements is unacceptable, the floor slab should be
structurally supported above the active clays.
Structural Floor System
The building floor system should be structurally supported above the subgrade if movements are
to be limited to less than one inch. A minimum void space of 8 inches is recommended beneath
the slab. The minimum void space can be provided by the use of cardboard carton forms, or a
deeper crawl space. The bottom of the void should preferably be higher than adjacent exterior
grades. A ventilated and drained crawl space is preferred under the building for several reasons,
including the following:
■Ground movements will affect the project utilities, which can cause breaks in the lines and
distress to interior fixtures.
■A crawl space permits utilities to be hung from the superstructure, which greatly reduces
the possibility of distress due to ground movements. It also can provide ready access in
the event repairs are necessary.
■Ground movements are uneven. A crawl space can be positively drained preventing the
ponding of water and reducing the possibility of distress due to unexpected ground
movements.
Floor Slabs/Flatwork on Modified Subgrade
A grade supported floor slab should only be considered if slab movements on the order of one
inch are considered acceptable. Reductions in anticipated movements can be achieved by using
methods developed in this area to reduce on-grade slab movements. A suitable method for this
site consists of moisture conditioning the on-site clays and capping them with select fill or flexible
base material. Moisture conditioning can be accomplished using excavation and replacement as
described below.
If movements on the order of 1 inch are acceptable, the floor slabs can be placed on grade provided
the building pad and sensitive flatwork areas (i.e. adjacent sidewalks and pavement) are
excavated to allow for the placement of 10 feet of moisture conditioned and a 1-foot layer of select
fill or flexible base. If limestone is encountered at depths shallower than 11 feet below finish pad
elevation, it is not necessary to excavate the limestone in order to install the full depth of moisture
conditioned soil. The select fill or flexible base cap is not required outside the building lines.
The moisture conditioned soils should extend at least 5 feet beyond the building perimeter and
include entrances, abutting sidewalks and other flatwork areas sensitive to movement. The
excavated soils, except for deleterious materials or rock greater than 4 inches, can then be placed
in accordance with Compaction Requirements for moisture conditioned clays. The select fill or
flexible base material must be placed above the moisture conditioned soils in a reasonable period
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IDEA Public Schools - Seminary ■ Fort Worth, Tarrant County, Texas
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of time (i.e. within 48 hours) following completion of the moisture conditioning process to prevent
the loss of soil moisture. If the surface of the moisture conditioned soils is allowed to desiccate
prior to placement of the cap, the desiccated soils should be reworked and placed in a moisture
conditioned state.
It should be noted that excessive water from any source could result in movements greater than
1 inch. For example, should leaks develop in underground water or sewer lines or the grades
around the structure allow ponding of water, unacceptable slab movements could develop. The
area around the structure must be well drained, landscape beds must not be over watered or
allow ponding of water, and utility leaks are promptly repaired. Trees should be planted at least
one-mature tree height from the building. Root barriers should be installed if trees are planted
closer.
Floor Slab Design Parameters
Item Description
Floor Slab Support 1
Prepared with moisture conditioned soils to 10 feet below existing grades or
the top of tan limestone and a one-foot cap of select fill or flexible base as
discussed above in section Floor Slabs.
Estimated Modulus of
Subgrade Reaction 2 100 pounds per square inch per inch (psi/in) for point loads
1.Floor slabs should be structurally independent of building footings or walls to reduce the possibility of floor
slab cracking caused by differential movements between the slab and foundation.
2.Modulus of subgrade reaction is an estimated value based upon our experience with the subgrade
condition, the requirements noted in Earthwork, and the floor slab support as noted in this table. It is
provided for point loads. For large area loads the modulus of subgrade reaction would be lower.
The use of a vapor retarder should be considered beneath concrete slabs on grade covered with
wood, tile, carpet, or other moisture sensitive or impervious coverings, or when the slab will
support equipment sensitive to moisture. When conditions warrant the use of a vapor retarder,
the slab designer should refer to ACI 302 and/or ACI 360 for procedures and cautions regarding
the use and placement of a vapor retarder.
Saw-cut control joints should be placed in the slab to help control the location and extent of
cracking. For additional recommendations refer to the ACI Design Manual. Joints or cracks should
be sealed with a water-proof, non-extruding compressible compound specifically recommended
for heavy duty concrete pavement and wet environments.
Where floor slabs are tied to perimeter walls or turn-down slabs to meet structural or other
construction objectives, our experience indicates differential movement between the walls and
slabs will likely be observed in adjacent slab expansion joints or floor slab cracks beyond the
Geotechnical Engineering Report
IDEA Public Schools - Seminary ■ Fort Worth, Tarrant County, Texas
March 27, 2020 ■ Terracon Project No. 95205035
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length of the structural dowels. The Structural Engineer should account for potential differential
settlement through use of sufficient control joints, appropriate reinforcing or other means.
Floor Slab Construction Considerations
Finished subgrade, within and for at least 10 feet beyond the floor slab, should be protected from
traffic, rutting, or other disturbance and maintained in a relatively moist condition until floor slabs are
constructed. If the subgrade should become damaged or desiccated prior to construction of floor
slabs, the affected material should be removed, and structural fill should be added to replace the
resulting excavation. Final conditioning of the finished subgrade should be performed immediately
prior to placement of the floor slab support course.
The Geotechnical Engineer should approve the condition of the floor slab subgrades immediately
prior to placement of the floor slab support course, reinforcing steel, and concrete. Attention should
be paid to high traffic areas that were rutted and disturbed earlier, and to areas where backfilled
trenches are located.
SEISMIC CONSIDERATIONS
The seismic design requirements for buildings and other structures are based on Seismic Design
Category. Site Classification is required to determine the Seismic Design Category for a structure.
The Site Classification is based on the upper 100 feet of the site profile defined by a weighted
average value of either shear wave velocity, standard penetration resistance, or undrained shear
strength in accordance with Section 20.4 of ASCE 7 and the International Building Code (IBC).
Based on the soil/bedrock properties encountered at the site and as described on the exploration
logs and results, it is our professional opinion that the Seismic Site Classification is C.
Subsurface explorations at this site were extended to a maximum depth of 40 feet. The site
properties below the boring depth to 100 feet were estimated based on our experience and
knowledge of geologic conditions of the general area. Additional deeper borings or geophysical
testing may be performed to confirm the conditions below the current boring depth.
RETAINING WALLS AND BELOW-GRADE WALLS
Retaining walls up to 5 feet in height may be constructed as part of site development. In addition,
elevator pits up to 6 feet in depth may be required. Walls that cannot tolerate vertical movements
or that are associated with the building, including elevator pit walls, should be supported by drilled
shafts as discussed in Deep Foundations. A void space should be provided below drilled shaft
supported walls as described Grade Beams. Walls that can tolerate movements can be
supported by spread footings, as discussed in Shallow Foundations for Retaining Walls.
Geotechnical Engineering Report
IDEA Public Schools - Seminary ■ Fort Worth, Tarrant County, Texas
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Shallow Foundations for Retaining Walls
Design parameters for spread footing foundations bearing in native, undisturbed soils or properly
compacted fill are presented in the following table.
Description Continuous/Wall Footing
Net allowable bearing pressure 1 2,000 psf
Minimum dimension 18 inches
Minimum embedment below finished
grade 24 inches
Estimated movements2 3 to 4 inches
Allowable passive pressure 3 110 psf/ft triangular distribution
Coefficient of sliding friction 3 0.33
1.The recommended net allowable bearing pressure is the pressure in excess of the minimum
surrounding overburden pressure at the footing base elevation, and assumes any unsuitable fill
or soft soils, if encountered, will be undercut and replaced with engineered fill. The net allowable
bearing pressure includes a factor of safety of at least 3.
2.The foundation movement will depend upon the variations within the subsurface soil profile, the
structural loading conditions, the embedment depth of the footings, the thickness of compacted
fill, post-construction moisture fluctuations in the clay soils, and the quality of the earthwork
operations.
3.The sides of the excavation for the spread footing foundation must be nearly vertical and the
concrete should be placed neat against these vertical faces for the passive earth pressure values
to be valid. If the loaded side is sloped or benched, and then backfilled, the allowable passive
pressure will be significantly reduced. Passive resistance in the upper 2 feet of the soil profile
should be neglected. The allowable passive pressure includes a factor of safety of 2.
Shallow Foundations – Construction Considerations
Footing excavations should be protected from standing water or desiccation. The base of all
foundation excavations should be free of water and loose soil and rock prior to placing concrete.
Excavation of individual footings or sections of continuous footings, placement of steel and
concrete, and backfilling should be completed in a reasonably continuous manner. It is preferable
that complete installation of individual footings or sections of continuous footings be accomplished
in 48 hours.
Geotechnical Engineering Report
IDEA Public Schools - Seminary ■ Fort Worth, Tarrant County, Texas
March 27, 2020 ■ Terracon Project No. 95205035
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If the supporting soils in the bottom of the footing become disturbed or unsuitable bearing soils
are encountered in footing excavations, the excavations should be extended deeper to suitable
soils and the footings could bear directly on these soils at the lower level or on lean concrete
backfill placed in the excavations. The footings could also bear on properly compacted backfill
extending down to the suitable soils. Over excavation for compacted backfill placement below
footings should extend laterally beyond all edges of the footings at least 8 inches per foot of over
excavation depth below footing base elevation. The over excavation should then be backfilled up
to the footing base elevation with properly compacted fill as described in Compaction
Requirements.
Backfilling adjacent and over footings should proceed as soon as practical to reduce disturbance.
Backfilling should be accomplished using soils similar to those excavated. All backfill should be
uniformly compacted to the criteria presented in Compaction Requirements.
All footing installations should be inspected by qualified geotechnical personnel to help verify the
design depth and perform related duties.
Lateral Earth Pressures
The lateral earth pressure recommendations herein are applicable to the design of cast-in-place
retaining walls subject to slight rotation, such as cantilever, or gravity type concrete walls. These
recommendations are not applicable to the design of modular block - geogrid reinforced backfill walls.
Recommendations covering these types of wall systems are beyond the scope of services for this
assignment. However, we would be pleased to develop recommendations for the design of such
wall systems upon request.
Walls with unbalanced backfill levels on opposite sides should be designed for earth pressures at
least equal to those indicated in the following table. Earth pressures will be influenced by
structural design of the walls, conditions of wall restraint, methods of construction and/or
compaction and the strength of the materials being restrained. Two wall restraint conditions are
shown. Active earth pressure is commonly used for design of free-standing cantilever retaining
walls and assumes wall movement. The "at-rest" condition assumes no wall movement and is
commonly used for basement walls, loading dock walls, elevator pit walls, or other walls restrained
at the top. The recommended design lateral earth pressures do not include a factor of safety.
Geotechnical Engineering Report
IDEA Public Schools - Seminary ■ Fort Worth, Tarrant County, Texas
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Lateral Earth Pressure Design Parameters
Earth
Pressure
Condition1
Coefficient for Backfill
Type2
Surcharge
Pressure3, 4, 5
p1 (psf)
Effective Fluid Pressures2, 4, 5
p2 (psf)
Drained6 Undrained6
Active (Ka)
Granular - 0.31
Select Fill – 0.42
Flexible Base – 0.33
On Site Soil (CH) - 0.61
(0.31)S
(0.42)S
(0.33)S
(0.61)S
(40)H
(55)H
(47)H
(80)H
80(H)
91(H)
90(H)
105(H)
At-Rest (Ko)
Granular - 0.47
Select Fill – 0.59
Flexible Base – 0.50
On Site Soil (CH) - 0.76
(0.47)S
(0.59)S
(0.50)S
(0.76)S
(55)H
(80)H
(70)H
(100)H
90(H)
103(H)
102(H)
114(H)
Passive (Kp)
Granular - 3.25
Select Fill - 2.37
Flexible Base - 3.0
On Site Soil (CH) - 1.64
---
---
---
---
(390)H
(310)H
(420)H
(215)H
250(H)
220(H)
295(H)
175(H)
1.For passive earth pressure, wall must move horizontally to mobilize resistance.
2.Uniform, horizontal backfill, compacted to at least 95 percent of the ASTM D 698 maximum dry density,
rendering a maximum unit weight of 120 pcf for granular backfill, 140 pcf for flexible base, and 130 pcf for
select fill and on-site soils.
3.Uniform surcharge, where S is surcharge pressure.
4.Loading from heavy compaction equipment is not included.
5.No safety factor is included in these values.
6.In order to achieve drained conditions, follow guidelines in the Subsurface Drainage for Below-Grade
Walls section of the refenced geotechnical report. Undrained conditions are recommended when drainage
behind walls is not incorporated into the design.
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IDEA Public Schools - Seminary ■ Fort Worth, Tarrant County, Texas
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Backfill placed against structures should consist of granular soils or approved on-site or imported
fill soils. Wall backfill materials should be placed and compacted as described in Compaction
Requirements. Granular backfill should not be water jetted to achieve compaction and should
be placed at a moisture content to allow the desired density to be achieved. For the granular
values to be valid, the granular backfill must extend out and up from the base of the wall at an
angle of at least 45 and 60 degrees from vertical for the active and passive cases, respectively.
The top of the backfill should be protected by flatwork/paving or a minimum thickness of 2 feet of
clay fill (PI>20) to reduce surface water infiltration. To calculate the resistance to sliding, values
of 0.33 should be used as the ultimate coefficient of friction between the footing and the underlying
soil. The ultimate coefficient of friction value does not contain a factor of safety.
Subsurface Drainage for Below-Grade Walls
A perforated rigid plastic drain line installed behind the base of walls and extends below adjacent
grade is recommended to prevent hydrostatic loading on the walls. The invert of a drain line
around a below-grade building area or exterior retaining wall should be placed near foundation
bearing level. The drain line should be sloped to provide positive gravity drainage to daylight or
to a sump pit and pump. The drain line should be surrounded by clean, free-draining granular
material having less than 3% passing the No. 200 sieve, such as No. 57 aggregate. The free-
draining aggregate should be encapsulated in a filter fabric. The granular fill should extend to
within 2 feet of final grade, where it should be capped with compacted cohesive fill to reduce
infiltration of surface water into the drain system.
As an alternative to free-draining granular fill, a pre-fabricated drainage structure may be used. A
pre-fabricated drainage structure is a plastic drainage core or mesh which is covered with filter
fabric to prevent soil intrusion and is fastened to the wall prior to placing backfill.
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IDEA Public Schools - Seminary ■ Fort Worth, Tarrant County, Texas
March 27, 2020 ■ Terracon Project No. 95205035
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PAVEMENTS
Pavement Subgrades
Subgrade materials at this site will most likely consist of clay soils. The clay soils are subject to
loss in support value with the moisture increases which occur beneath pavement sections. They
react with hydrated lime to improve and maintain their support value. Lime treatment is
recommended beneath flexible (asphalt) pavement sections. On-site, rigid (concrete) pavements,
may be placed on an unmodified, properly compacted subgrade. The pavement subgrades
should be proof rolled as discussed in section Site Preparation.
For budgeting purposes, a minimum of 8 percent hydrated lime (TxDOT Item 280), by dry weight,
is estimated. The lime application rate should be determined by laboratory testing once the
pavement subgrade is rough graded. The lime should be thoroughly mixed and blended with the
top 6 inches of the subgrade for on-site pavement. Lime treatment should extend a minimum of
one foot beyond the edge of the pavement.
The soils in this region may contain high level of sulfates. Sulfates can react with lime to form
ettringite crystals that can lead to heave of pavements and premature pavement failure. If lime
treatment of the pavement subgrade is performed, the surface soils should be tested for sulfates
after final grading is complete. When the sulfate concentrations are less than 3,000 ppm, the
subgrade soils are considered to be suitable for lime treatment in the conventional manner using
a single lime application. When sulfate concentrations are higher than about 3,000 ppm, there is
risk of lime/sulfate induced heave occurring. If lime treatment is planned, sulfate testing should
be performed on rough graded subgrade soils.
The modified or natural subgrade should be uniformly compacted to the criteria described in
Compaction Requirements. It should then be protected and maintained in a moist condition
until the pavement is placed. Pavement subgrades should be graded to prevent ponding and
infiltration of excessive moisture on or adjacent to the pavement subgrade surface.
Site grading is generally accomplished early in the construction phase. However, as construction
proceeds, the subgrade may be disturbed due to utility excavations, construction traffic,
desiccation, or rainfall. As a result, the pavement subgrade may not be suitable for pavement
construction and corrective action will be required. The subgrade should be carefully evaluated
at the time of pavement construction for signs of disturbance or excessive rutting. If disturbance
has occurred, pavement subgrade areas should be reworked, moisture conditioned, and properly
compacted to the recommendations in this report immediately prior to paving.
Support characteristics of subgrade for pavement design do not account for shrink/swell
movements of an expansive clay subgrade, such as soils encountered on this project. Thus, the
pavement may be adequate from a structural standpoint, yet still experience cracking and
deformation due to shrink/swell related movement of the subgrade.
Geotechnical Engineering Report
IDEA Public Schools - Seminary ■ Fort Worth, Tarrant County, Texas
March 27, 2020 ■ Terracon Project No. 95205035
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Pavement Design Parameters
Design of Asphaltic Concrete (HMAC) pavements are based on the procedures outlined in the
1993 Guideline for Design of Pavement Structures by the American Association of State Highway
and Transportation Officials (AASHTO-1993). Design of Portland Cement Concrete (PCC)
pavements are based upon American Concrete Institute (ACI) 330R-01; Guide for Design and
Construction of Concrete Parking Lots.
Detailed traffic loads and frequencies were not available, however we anticipate that traffic will
consist primarily of passenger vehicles in the parking areas and passenger vehicles combined
with emergency vehicles, occasional garbage trucks, service trucks, and delivery trucks in
driveways. If heavier traffic loading is expected or other traffic information is available, Terracon
should be provided with the information and allowed to review the pavement sections provided
herein. Tabulated below are the assumed traffic frequencies and loads used to design pavement
sections for this project.
Pavement Area Traffic Design Index Description
Parking Areas (Passenger
Vehicles Only)DI-1
Light traffic – (ESALs 1<5) Passenger cars and
pickup trucks, no regular use by heavily loaded
two axle trucks or lightly loaded larger vehicles.
Driveways and Delivery
Areas DI-2 2
Light to medium traffic – (5≤ESALs≤20)
Passenger cars and pickup trucks with no more
than 50 heavily loaded two-axle trucks or lightly
loaded three axle trucks per day. No regular use
by heavily loaded trucks with three or more axles.
Dumpster Enclosures DI-3
Medium traffic – (20<ESALs≤75) No more than
300 heavily loaded two axle trucks or lightly
loaded three axle trucks and no more than 30
heavily loaded three axle trucks per day.
1.Daily 18-kip equivalent single axle load applications.
2.For Fire Lanes to withstand the occasional HS-20 loading of 32,000 pounds per axle and 80,000-pound
gross truck weight, use DI-2 pavements or thicker.
Pavement Section Thickness
Both asphalt and concrete pavement sections are presented in the following tables for on-site
pavements. They are not considered equal. Over the life of the pavement, concrete sections
would be expected to require less maintenance.
Geotechnical Engineering Report
IDEA Public Schools - Seminary ■ Fort Worth, Tarrant County, Texas
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Asphaltic Concrete Design
Layer Thickness (inches)
DI-1 DI-2
Asphaltic Concrete
TxDOT Item 340
Type D
2.0 2.0
Asphaltic Concrete
TxDOT Item 340
Type A or B
3.0 4.0
Lime Treated Subgrade 6.0 6.0
Total 11.0 12.0
Portland Cement Concrete Design
Layer
Thickness (inches)
DI-1 DI-2 1 DI-3 1
Reinforced Concrete (PCC)5.0 6.0 7.0
Compacted Subgrade 6.0 6.0 6.0
Total 11.0 12.0 13.0
Rigid PCC pavements will perform better than HMAC pavements in areas where short-radii
turning and braking are expected (i.e. entrance/exit aprons) due to better resistance to rutting and
shoving. In addition, PCC pavements will perform better in areas subject to large or sustained
loads, such dumpster enclosures, and loading/unloading areas.
The concrete should have a minimum 28-day compressive strength of 3,500 psi. As a minimum,
the section should be reinforced with No. 3 bars on 18-inch centers in both directions. Refer to
ACI 330 “Guide for Design and Construction of Concrete Parking Lots” for more information
concerning joint spacing, joint depth, joint location, etc.
Flat grades should be avoided with positive drainage provided away from the pavement edges.
Backfilling of curbs should be accomplished as soon as practical to prevent ponding of water.
Openings in pavement, such as landscape islands, are sources for water infiltration into
surrounding pavements. Water collects in the islands and migrates into the surrounding subgrade
soils thereby degrading support of the pavement. This is especially applicable for islands with
raised concrete curbs, irrigated foliage, and low permeability near-surface soils. The civil design
for the pavements with these conditions should include features to restrict or to collect and
discharge excess water from the islands. Examples of features are edge drains connected to the
Geotechnical Engineering Report
IDEA Public Schools - Seminary ■ Fort Worth, Tarrant County, Texas
March 27, 2020 ■ Terracon Project No. 95205035
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storm water collection system or other suitable outlet and impermeable barriers preventing lateral
migration of water such as a cutoff wall installed to a depth below the pavement structure.
Pavement Maintenance
The pavement sections represent minimum recommended thicknesses and, as such, periodic
maintenance should be anticipated. Therefore, preventive maintenance should be planned and
provided for through an on-going pavement management program. Maintenance activities are
intended to slow the rate of pavement deterioration and to preserve the pavement investment.
Maintenance consists of both localized maintenance (e.g., crack and joint sealing and patching)
and global maintenance (e.g., surface sealing). Preventive maintenance is usually the priority
when implementing a pavement maintenance program. Additional engineering observation is
recommended to determine the type and extent of a cost-effective program. Even with periodic
maintenance, some movements and related cracking may still occur and repairs may be required.
Pavement performance is affected by its surroundings. In addition to providing preventive
maintenance, the civil engineer should consider the following recommendations in the design and
layout of pavements:
■Final grade adjacent to paved areas should slope down from the edges at a minimum 2%.
■Subgrade and pavement surfaces should have a minimum 2% slope to promote proper
surface drainage.
■Install below pavement drainage systems surrounding areas anticipated for frequent
wetting.
■Install joint sealant and seal cracks immediately.
■Seal all landscaped areas in or adjacent to pavements to reduce moisture migration to
subgrade soils.
■Place compacted, low permeability backfill against the exterior side of curb and gutter.
■Place curb, gutter and/or sidewalk directly on clay subgrade soils rather than on unbound
granular base course materials.
GENERAL COMMENTS
Our analysis and opinions are based upon our understanding of the project, the geotechnical
conditions in the area, and the data obtained from our site exploration. Natural variations will occur
between exploration point locations or due to the modifying effects of construction or weather.
The nature and extent of such variations may not become evident until during or after construction.
Terracon should be retained as the Geotechnical Engineer, where noted in this report, to provide
observation and testing services during pertinent construction phases. If variations appear, we
can provide further evaluation and supplemental recommendations. If variations are noted in the
absence of our observation and testing services on-site, we should be immediately notified so
that we can provide evaluation and supplemental recommendations.
Geotechnical Engineering Report
IDEA Public Schools - Seminary ■ Fort Worth, Tarrant County, Texas
March 27, 2020 ■ Terracon Project No. 95205035
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Our Scope of Services does not include either specifically or by implication any environmental or
biological (e.g., mold, fungi, bacteria) assessment of the site or identification or prevention of
pollutants, hazardous materials or conditions. If the owner is concerned about the potential for
such contamination or pollution, other studies should be undertaken.
Our services and any correspondence or collaboration through this system are intended for the
sole benefit and exclusive use of our client for specific application to the project discussed and
are accomplished in accordance with generally accepted geotechnical engineering practices with
no third-party beneficiaries intended. Any third-party access to services or correspondence is
solely for information purposes to support the services provided by Terracon to our client.
Reliance upon the services and any work product is limited to our client, and is not intended for
third parties. Any use or reliance of the provided information by third parties is done solely at their
own risk. No warranties, either express or implied, are intended or made.
Site characteristics as provided are for design purposes and not to estimate excavation cost. Any
use of our report in that regard is done at the sole risk of the excavating cost estimator as there
may be variations on the site that are not apparent in the data that could significantly impact
excavation cost. Any parties charged with estimating excavation costs should seek their own site
characterization for specific purposes to obtain the specific level of detail necessary for costing.
Site safety, and cost estimating including, excavation support, and dewatering
requirements/design are the responsibility of others. If changes in the nature, design, or location
of the project are planned, our conclusions and recommendations shall not be considered valid
unless we review the changes and either verify or modify our conclusions in writing.
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FIGURES
Contents:
GeoModel
Note: All attachments are one page unless noted above.
630
635
640
645
650
655
660
665
670
675
680
ELEVATION (MSL) (feet)IDEA Public Schools - Seminary Fort Worth, Texas
Terracon Project No. 95205035
Layering shown on this figure has been developed by the geotechnical
engineer for purposes of modeling the subsurface conditions as
required for the subsequent geotechnical engineering for this project.
Numbers adjacent to soil column indicate depth below ground surface.
NOTES:
B-1
B-2 B-3 B-4 B-5 B-6 P-1 P-2
P-3
P-4
P-6
GEOMODEL
This is not a cross section. This is intended to display the Geotechnical Model only. See individual logs for more detailed conditions.
Groundwater levels are temporal. The levels shown are representative of the date
and time of our exploration. Significant changes are possible over time.
Water levels shown are as measured during and/or after drilling. In some cases,
boring advancement methods mask the presence/absence of groundwater. See
individual logs for details.
First Water Observation
Second Water Observation
Fat clay and fat clay with sand3
Tan limestone with clay seams and layers4
Gray limestone with shale seams and layers5
LEGEND
Clayey Sand
Fat Clay
Lean Clay
Highly Weathered
Limestone
Limestone
Sandy Lean Clay
Model Layer General DescriptionLayer Name
Clayey sand, clayey sand with gravel, sandy lean clay with
gravel, fat clay, and lean clay with asphalt, gravel, and
limestone fragments
1
Lean clay with sand and sandy lean clay with gravel2
Clay
Weathered Bedrock
Bedrock
Fill
Clay
5
8
10
14
35
1
3
2
4
5
33
14
4
12
35
3
2
5
9
12
35
2
4
5
31
8
6
12
14
19
40
1
3
2
4
5
6
18
40
1
3
5
2019
2
8
8.5
14
35
1
3
2
4
5
5
2
5
3
4
5
1
2
3.5
5
1
3
2.5
4.5
3
2
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ATTACHMENTS
Geotechnical Engineering Report
IDEA Public Schools - Seminary ■ Fort Worth, Tarrant County, Texas
March 27, 2020 ■ Terracon Project No. 95205035
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EXPLORATION AND TESTING PROCEDURES
Field Exploration
Number of Borings Boring Depth Location
6 35 to 40 feet Building area
5 5 feet Parking/drive lanes
Twelve borings were planned for this project however, due to overgrown vegetation and extremely
wet site conditions, boring P-5 was eliminated from the project scope.
Boring Layout and Elevations: Unless otherwise noted, Terracon personnel provided the boring
layout. Coordinates were obtained with a handheld GPS unit (estimated horizontal accuracy of
about ±10 feet) and approximate elevations for GeoModel were obtained by interpolation from the
NCTCOG Topographic Map.
Subsurface Exploration Procedures: We advanced the borings with a truck-mounted, rotary drill
rig using continuous flight augers (solid stem and/or hollow stem as necessary depending on soil
conditions). Five samples are obtained in the upper 10 feet of each boring and at intervals of 5 feet
thereafter. In the thin-walled tube sampling procedure, a thin-walled tube is pushed hydraulically into
the soil to obtain a relatively undisturbed sample. In the split-barrel sampling procedure, a split-barrel
sampling spoon is driven into the ground. The load-carrying capacity of bedrock is evaluated in
place by the Texas Department of Transportation (TxDOT) cone penetration test. The samples
were placed in appropriate container, taken to our laboratory for testing, and classified under the
direction of a geotechnical engineer. In addition, we observe and record groundwater levels during
drilling and sampling. For safety purposes, all borings are backfilled with auger cuttings after their
completion.
Our exploration team prepares field boring logs as part of the standard drilling operations. These
field logs include visual classifications of the materials encountered during drilling and our
interpretation of the subsurface conditions between samples. Final boring logs are prepared from
the field logs. The final boring logs represent the geotechnical engineer's interpretation of the field
logs and include modifications based on observations and tests of the samples in our laboratory.
Laboratory Testing
The project engineer reviewed the field data and assigned laboratory tests to understand the
engineering properties of the various soil and rock strata, as necessary, for this project.
Procedural standards noted below are for reference to methodology in general. In some cases,
variations to methods were applied because of local practice or professional judgment. Standards
Geotechnical Engineering Report
IDEA Public Schools - Seminary ■ Fort Worth, Tarrant County, Texas
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noted below include reference to other, related standards. Such references are not necessarily
applicable to describe the specific test performed.
■Water (Moisture) Content of Soil
■Liquid Limit, Plastic Limit, and Plasticity Index of Soils
■Unconfined Compressive Strength of Cohesive Soils
■Material Finer than 75-μm (No. 200) Sieve
■Absorption Swell Tests
■Soil Lime Testing
Absorption swell tests are performed on selected samples. These tests are used to quantitatively
evaluate volume change potential at in-situ moisture levels. The results of these tests are
presented in the table below.
SWELL TEST RESULTS
Boring
No.
Depth
(feet)
Liquid
Limit
(%)
Plasticity
Index
(%)
Initial
Moisture
(%)
Final
Moisture
(%)
Surcharge
(psf)
Swell
(%)
B-3 4-6 34 21 16.4 16.5 600 0.0
B-4 6-8 72 46 31.3 31.8 840 0.2
B-6 2-4 62 38 28.6 29.6 360 0.6
Geotechnical Engineering Report
IDEA Public Schools - Seminary ■ Fort Worth, Tarrant County, Texas
March 27, 2020 ■ Terracon Project No. 95205035
Responsive ■Resourceful ■Reliable PHOTOGRAPHY LOG 1 of 4
PHOTOGRAPHY LOG
B-3 North B-3 South
B-3 East B-3 West
Geotechnical Engineering Report
IDEA Public Schools - Seminary ■ Fort Worth, Tarrant County, Texas
March 27, 2020 ■ Terracon Project No. 95205035
Responsive ■Resourceful ■Reliable PHOTOGRAPHY LOG 2 of 4
P-1 North P-1 South
P-1 East P-1 West
Geotechnical Engineering Report
IDEA Public Schools - Seminary ■ Fort Worth, Tarrant County, Texas
March 27, 2020 ■ Terracon Project No. 95205035
Responsive ■Resourceful ■Reliable PHOTOGRAPHY LOG 3 of 4
P-3 North P-3 South
P-3 East P-3 West
Geotechnical Engineering Report
IDEA Public Schools - Seminary ■ Fort Worth, Tarrant County, Texas
March 27, 2020 ■ Terracon Project No. 95205035
Responsive ■Resourceful ■Reliable PHOTOGRAPHY LOG 4 of 4
Fill Materials Between B-1 and B-2
Fill Materials West of B-2
Responsive ■Resourceful ■Reliable
SITE LOCATION AND EXPLORATION PLANS
Contents:
Site Location Plan
Exploration Plan
Note: All attachments are one page unless noted above.
SITE LOCATION
IDEA Public Schools - Seminary ■ Fort Worth, Tarrant County, Texas
March 27, 2020 ■ Terracon Project No. 95205035
Note to Preparer: This is a large table with outside borders. Just click inside the table
above this text box, then paste your GIS Toolbox image.
When paragraph markers are turned on you may notice a line of hidden text above and
outside the table – please leave that alone. Limit editing to inside the table.
The line at the bottom about the general location is a separate table line. You can edit
it as desired, but try to keep to a single line of text to avoid reformatting the page.
SITE LOCA TION
DIAGRAM IS FOR GENERAL LOCATION ONLY, AND IS NOT INTENDED FOR CONSTRUCTION PURPOSES MAP PROVIDED BY MICROSOFT BING MAPS
EXPLORATION PLAN
IDEA Public Schools - Seminary ■ Fort Worth, Tarrant County, Texas
March 27, 2020 ■ Terracon Project No. 95205035
Note to Preparer: This is a large table with outside borders. Just click inside the table
above this text box, then paste your GIS Toolbox image.
When paragraph markers are turned on you may notice a line of hidden text above and
outside the table – please leave that alone. Limit editing to inside the table.
The line at the bottom about the general location is a separate table line. You can edit
it as desired, but try to keep to a single line of text to avoid reformatting the page.
EXPLORATION P LAN
DIAGRAM IS FOR GENERAL LOCATION ONLY, AND IS NOT INTENDED FOR CONSTRUCTION PURPOSES MAP PROVIDED BY MICROSOFT BING MAPS
EXPLORATION RESULTS
Contents:
Boring Logs (B-1 through B-6, P-1 through P-4, and P-6)
Lime Series
Note: All attachments are one page unless noted above.
2.0 (HP)
0.5 (HP)
1.5 (HP)
1.5 (HP)
1.25 (HP)
100/0.5"
100/0.5"
100/1.0"
100/0.75"
100/0.5"
35
11
17
26
23
19
27-13-14
33-15-18
FILL - CLAYEY SAND (SC), brown, medium dense
FILL - CLAYEY SAND (SC), with gravel, brown,
loose to medium dense
FAT CLAY (CH), dark brown, stiff
LEAN CLAY (CL), with sand, tan, stiff
LIMESTONE, with clay seams, tan
LIMESTONE, with shale seams and layers, gray
Boring Terminated at 35 Feet
2.0
5.0
8.0
10.0
14.0
35.0
Hammer Type: AutomaticStratification lines are approximate. In-situ, the transition may be gradual.THIS BORING LOG IS NOT VALID IF SEPARATED FROM ORIGINAL REPORT. GEO SMART LOG-NO WELL 95205035 IDEA PUBLIC SCHOO.GPJ TERRACON_DATATEMPLATE.GDT 3/27/20WATER LEVELOBSERVATIONSDEPTH (Ft.)5
10
15
20
25
30
35
STRENGTH TEST
FIELD TESTRESULTSCOMPRESSIVESTRENGTH(tsf)TEST TYPESTRAIN (%)PERCENT FINESWATERCONTENT (%)DRY UNITWEIGHT (pcf)ATTERBERG
LIMITS
LL-PL-PI
LOCATION See Exploration Plan
Latitude: 32.6867° Longitude: -97.2916°GRAPHIC LOGMODEL LAYERDEPTH
Page 1 of 1
Advancement Method:
Dry Auger
Abandonment Method:
Backfilled with auger cuttings
Notes:
Project No.: 95205035
Drill Rig: CME 55
BORING LOG NO. B-1
IDEA Public SchoolsCLIENT:
Austin, Texas
Driller: StrataBore
Boring Completed: 03-12-2020
PROJECT: IDEA Public Schools - Seminary
See Exploration and Testing Procedures for a
description of field and laboratory procedures
used and additional data (If any).
See Supporting Information for explanation of
symbols and abbreviations.
NWC of E. Seminary Dr. & Old Mansfield Rd.
Fort Worth, Texas
SITE:
Boring Started: 03-12-2020
2501 E Loop 820 N
Fort Worth, TX
14 ft while drilling
33 ft at completion of drilling
WATER LEVEL OBSERVATIONS
1
3
2
4
5 SAMPLE TYPE
FAT CLAY (CH), with sand, dark brown, very stiff to
hard
LEAN CLAY (CL), with sand, tan, very stiff to hard
LIMESTONE, with shale seams and layers, gray
Boring Terminated at 35 Feet
4.0
12.0
35.0
4.5+ (HP)
3.25 (HP)
3.75 (HP)
4.5+ (HP)
4.5+ (HP)
100/1.0"
100/1.25"
100/0.75"
100/0.25"
100/0.75"
3.91UC 9.6
25
25
17
15
15 119
57-20-37
Hammer Type: AutomaticStratification lines are approximate. In-situ, the transition may be gradual.THIS BORING LOG IS NOT VALID IF SEPARATED FROM ORIGINAL REPORT. GEO SMART LOG-NO WELL 95205035 IDEA PUBLIC SCHOO.GPJ TERRACON_DATATEMPLATE.GDT 3/27/20WATER LEVELOBSERVATIONSDEPTH (Ft.)5
10
15
20
25
30
35MODEL LAYERDEPTH
Page 1 of 1
Advancement Method:
Dry Auger
Abandonment Method:
Backfilled with auger cuttings
Notes:
Project No.: 95205035
Drill Rig: CME 45
BORING LOG NO. B-2
IDEA Public SchoolsCLIENT:
Austin, Texas
Driller: StrataBore
Boring Completed: 03-12-2020
PROJECT: IDEA Public Schools - Seminary
See Exploration and Testing Procedures for a
description of field and laboratory procedures
used and additional data (If any).
See Supporting Information for explanation of
symbols and abbreviations.
NWC of E. Seminary Dr. & Old Mansfield Rd.
Fort Worth, Texas
SITE:
Boring Started: 03-12-2020
STRENGTH TEST
FIELD TESTRESULTSCOMPRESSIVESTRENGTH(tsf)TEST TYPESTRAIN (%)PERCENT FINESWATERCONTENT (%)DRY UNITWEIGHT (pcf)ATTERBERG
LIMITS
LL-PL-PI
LOCATION See Exploration Plan
Latitude: 32.6864° Longitude: -97.2909°GRAPHIC LOG2501 E Loop 820 N
Fort Worth, TX
No water encountered during drilling
Dry upon completion of drilling
WATER LEVEL OBSERVATIONS
3
2
5 SAMPLE TYPE
0.5 (HP)
0.5 (HP)
1.5 (HP)
4.5+ (HP)
4.5+ (HP)
100/2.0"
100/0.5"
100/0.75"
100/0.75"
100/2.5"
100/1.25"
2.02UC 5
69
73
23
25
16
16
18
118
43-16-27
34-13-21
SANDY LEAN CLAY (CL), brown, soft to medium
stiff
SANDY LEAN CLAY (CL), with gravel, brown, soft to
medium stiff
LEAN CLAY (CL), with sand and limestone
fragments, tan, stiff to hard
LIMESTONE, with clay seams, tan
LIMESTONE, with shale seams and layers, gray
Boring Terminated at 35 Feet
3.0
4.0
9.0
12.0
35.0
Hammer Type: AutomaticStratification lines are approximate. In-situ, the transition may be gradual.THIS BORING LOG IS NOT VALID IF SEPARATED FROM ORIGINAL REPORT. GEO SMART LOG-NO WELL 95205035 IDEA PUBLIC SCHOO.GPJ TERRACON_DATATEMPLATE.GDT 3/27/20WATER LEVELOBSERVATIONSDEPTH (Ft.)5
10
15
20
25
30
35
STRENGTH TEST
FIELD TESTRESULTSCOMPRESSIVESTRENGTH(tsf)TEST TYPESTRAIN (%)PERCENT FINESWATERCONTENT (%)DRY UNITWEIGHT (pcf)ATTERBERG
LIMITS
LL-PL-PI
LOCATION See Exploration Plan
Latitude: 32.6861° Longitude: -97.291°GRAPHIC LOGMODEL LAYERDEPTH
Page 1 of 1
Advancement Method:
Dry Auger
Abandonment Method:
Backfilled with auger cuttings
Notes:
Project No.: 95205035
Drill Rig: CME 55
BORING LOG NO. B-3
IDEA Public SchoolsCLIENT:
Austin, Texas
Driller: StrataBore
Boring Completed: 03-12-2020
PROJECT: IDEA Public Schools - Seminary
See Exploration and Testing Procedures for a
description of field and laboratory procedures
used and additional data (If any).
See Supporting Information for explanation of
symbols and abbreviations.
NWC of E. Seminary Dr. & Old Mansfield Rd.
Fort Worth, Texas
SITE:
Boring Started: 03-12-2020
2501 E Loop 820 N
Fort Worth, TX
8 ft while drilling
31 ft at completion of drilling
WATER LEVEL OBSERVATIONS
2
4
5 SAMPLE TYPE
1.75 (HP)
0.75 (HP)
0.5 (HP)
0.75 (HP)
0.75 (HP)
100/5.0"
100/0.5"
100/0.75"
100/0.75"
100/0.75"
100/1.0"
0.93UC 4.7
20
24
27
31
33 89
54-19-35
72-26-46
FILL - FAT CLAY (CH), brown, soft to stiff
FAT CLAY (CH), dark brown, medium stiff
FAT CLAY (CH), light brown, medium stiff
LEAN CLAY (CL), tan, medium stiff
LIMESTONE, with clay layers, tan
LIMESTONE, with shale seams, gray
Boring Terminated at 40 Feet
6.0
10.0
12.0
14.0
19.0
40.0
Hammer Type: AutomaticStratification lines are approximate. In-situ, the transition may be gradual.THIS BORING LOG IS NOT VALID IF SEPARATED FROM ORIGINAL REPORT. GEO SMART LOG-NO WELL 95205035 IDEA PUBLIC SCHOO.GPJ TERRACON_DATATEMPLATE.GDT 3/27/20WATER LEVELOBSERVATIONSDEPTH (Ft.)5
10
15
20
25
30
35
40
STRENGTH TEST
FIELD TESTRESULTSCOMPRESSIVESTRENGTH(tsf)TEST TYPESTRAIN (%)PERCENT FINESWATERCONTENT (%)DRY UNITWEIGHT (pcf)ATTERBERG
LIMITS
LL-PL-PI
LOCATION See Exploration Plan
Latitude: 32.686° Longitude: -97.2905°GRAPHIC LOGMODEL LAYERDEPTH
Page 1 of 1
Advancement Method:
Dry Auger
Abandonment Method:
Backfilled with auger cuttings
Notes:
Project No.: 95205035
Drill Rig: CME 55
BORING LOG NO. B-4
IDEA Public SchoolsCLIENT:
Austin, Texas
Driller: StrataBore
Boring Completed: 03-12-2020
PROJECT: IDEA Public Schools - Seminary
See Exploration and Testing Procedures for a
description of field and laboratory procedures
used and additional data (If any).
See Supporting Information for explanation of
symbols and abbreviations.
NWC of E. Seminary Dr. & Old Mansfield Rd.
Fort Worth, Texas
SITE:
Boring Started: 03-12-2020
2501 E Loop 820 N
Fort Worth, TX
No water encountered during drilling
Dry upon completion of drilling
WATER LEVEL OBSERVATIONS
1
3
2
4
5 SAMPLE TYPE
3.25 (HP)
0.5 (HP)
1.25 (HP)
1.5 (HP)
2.75 (HP)
4.5+ (HP)
100/1.5"
100/1.25"
100/0.25"
100/0.75"
100/0.5"
1.23UC 9.7
52
17
22
21
28
26
27 98
44-16-28
FILL - SANDY LEAN CLAY (CL), with gravel, tan and
brown, soft to very stiff
FAT CLAY (CH), with sand, dark brown and brown,
stiff to very stiff
FAT CLAY (CH), brown, stiff to hard
LIMESTONE, with shale seams, gray
Boring Terminated at 40 Feet
6.0
13.0
18.0
40.0
Hammer Type: AutomaticStratification lines are approximate. In-situ, the transition may be gradual.THIS BORING LOG IS NOT VALID IF SEPARATED FROM ORIGINAL REPORT. GEO SMART LOG-NO WELL 95205035 IDEA PUBLIC SCHOO.GPJ TERRACON_DATATEMPLATE.GDT 3/27/20WATER LEVELOBSERVATIONSDEPTH (Ft.)5
10
15
20
25
30
35
40
STRENGTH TEST
FIELD TESTRESULTSCOMPRESSIVESTRENGTH(tsf)TEST TYPESTRAIN (%)PERCENT FINESWATERCONTENT (%)DRY UNITWEIGHT (pcf)ATTERBERG
LIMITS
LL-PL-PI
LOCATION See Exploration Plan
Latitude: 32.6864° Longitude: -97.2903°GRAPHIC LOGMODEL LAYERDEPTH
Page 1 of 1
Advancement Method:
Dry Auger
Abandonment Method:
Backfilled with auger cuttings
Notes:
Project No.: 95205035
Drill Rig: CME 45
BORING LOG NO. B-5
IDEA Public SchoolsCLIENT:
Austin, Texas
Driller: StrataBore
Boring Completed: 03-12-2020
PROJECT: IDEA Public Schools - Seminary
See Exploration and Testing Procedures for a
description of field and laboratory procedures
used and additional data (If any).
See Supporting Information for explanation of
symbols and abbreviations.
NWC of E. Seminary Dr. & Old Mansfield Rd.
Fort Worth, Texas
SITE:
Boring Started: 03-12-2020
2501 E Loop 820 N
Fort Worth, TX
19 ft while drilling
20 ft at completion of drilling
WATER LEVEL OBSERVATIONS
1
3
5 SAMPLE TYPE
1.25 (HP)
0.75 (HP)
1.25 (HP)
1.0 (HP)
1.5 (HP)
100/2.0"
100/0.75"
100/0.5"
100/0.75"
100/0.75"
100/1.0"
1.28UC 9.3
81
26
29
28
29
19
94
62-24-38
41-15-26
FILL - FAT CLAY (CH), brown, stiff
FAT CLAY (CH), dark brown, medium stiff to stiff
LEAN CLAY (CL), with sand, tan, stiff
LIMESTONE, with clay seams, tan
LIMESTONE, with shale seams, gray
Boring Terminated at 35 Feet
2.0
8.0
8.5
14.0
35.0
Hammer Type: AutomaticStratification lines are approximate. In-situ, the transition may be gradual.THIS BORING LOG IS NOT VALID IF SEPARATED FROM ORIGINAL REPORT. GEO SMART LOG-NO WELL 95205035 IDEA PUBLIC SCHOO.GPJ TERRACON_DATATEMPLATE.GDT 3/27/20WATER LEVELOBSERVATIONSDEPTH (Ft.)5
10
15
20
25
30
35
STRENGTH TEST
FIELD TESTRESULTSCOMPRESSIVESTRENGTH(tsf)TEST TYPESTRAIN (%)PERCENT FINESWATERCONTENT (%)DRY UNITWEIGHT (pcf)ATTERBERG
LIMITS
LL-PL-PI
LOCATION See Exploration Plan
Latitude: 32.686° Longitude: -97.2898°GRAPHIC LOGMODEL LAYERDEPTH
Page 1 of 1
Advancement Method:
Dry Auger
Abandonment Method:
Backfilled with auger cuttings
Notes:
Project No.: 95205035
Drill Rig: CME 55
BORING LOG NO. B-6
IDEA Public SchoolsCLIENT:
Austin, Texas
Driller: StrataBore
Boring Completed: 03-12-2020
PROJECT: IDEA Public Schools - Seminary
See Exploration and Testing Procedures for a
description of field and laboratory procedures
used and additional data (If any).
See Supporting Information for explanation of
symbols and abbreviations.
NWC of E. Seminary Dr. & Old Mansfield Rd.
Fort Worth, Texas
SITE:
Boring Started: 03-12-2020
2501 E Loop 820 N
Fort Worth, TX
No water encountered during drilling
Dry upon completion of drilling
WATER LEVEL OBSERVATIONS
1
3
2
4
5 SAMPLE TYPE
1.5 (HP)
0.5 (HP)
0.25 (HP)
19
21
20
46-15-31LEAN CLAY (CL), with sand, brown, soft to stiff
Boring Terminated at 5 Feet
5.0
Stratification lines are approximate. In-situ, the transition may be gradual.THIS BORING LOG IS NOT VALID IF SEPARATED FROM ORIGINAL REPORT. GEO SMART LOG-NO WELL 95205035 IDEA PUBLIC SCHOO.GPJ TERRACON_DATATEMPLATE.GDT 3/27/20WATER LEVELOBSERVATIONSDEPTH (Ft.)5
STRENGTH TEST
FIELD TESTRESULTSCOMPRESSIVESTRENGTH(tsf)TEST TYPESTRAIN (%)PERCENT FINESWATERCONTENT (%)DRY UNITWEIGHT (pcf)ATTERBERG
LIMITS
LL-PL-PI
LOCATION See Exploration Plan
Latitude: 32.6866° Longitude: -97.2904°GRAPHIC LOGMODEL LAYERDEPTH
Page 1 of 1
Advancement Method:
Push Tube
Abandonment Method:
Backfilled with onsite soils
Notes:
Project No.: 95205035
Drill Rig: CME 55
BORING LOG NO. P-1
IDEA Public SchoolsCLIENT:
Austin, Texas
Driller: StrataBore
Boring Completed: 03-12-2020
PROJECT: IDEA Public Schools - Seminary
See Exploration and Testing Procedures for a
description of field and laboratory procedures
used and additional data (If any).
See Supporting Information for explanation of
symbols and abbreviations.
NWC of E. Seminary Dr. & Old Mansfield Rd.
Fort Worth, Texas
SITE:
Boring Started: 03-12-2020
2501 E Loop 820 N
Fort Worth, TX
No water encountered during drilling
Dry upon completion of drilling
WATER LEVEL OBSERVATIONS
2 SAMPLE TYPE
1.5 (HP)
0.5 (HP)
0.5 (HP)
23
26
26
51-19-32
FAT CLAY (CH), dark brown, soft to stiff
Boring Terminated at 5 Feet
5.0
Stratification lines are approximate. In-situ, the transition may be gradual.THIS BORING LOG IS NOT VALID IF SEPARATED FROM ORIGINAL REPORT. GEO SMART LOG-NO WELL 95205035 IDEA PUBLIC SCHOO.GPJ TERRACON_DATATEMPLATE.GDT 3/27/20WATER LEVELOBSERVATIONSDEPTH (Ft.)5
STRENGTH TEST
FIELD TESTRESULTSCOMPRESSIVESTRENGTH(tsf)TEST TYPESTRAIN (%)PERCENT FINESWATERCONTENT (%)DRY UNITWEIGHT (pcf)ATTERBERG
LIMITS
LL-PL-PI
LOCATION See Exploration Plan
Latitude: 32.6853° Longitude: -97.289°GRAPHIC LOGMODEL LAYERDEPTH
Page 1 of 1
Advancement Method:
Push Tube
Abandonment Method:
Backfilled with onsite soils
Notes:
Project No.: 95205035
Drill Rig: CME 55
BORING LOG NO. P-2
IDEA Public SchoolsCLIENT:
Austin, Texas
Driller: StrataBore
Boring Completed: 03-12-2020
PROJECT: IDEA Public Schools - Seminary
See Exploration and Testing Procedures for a
description of field and laboratory procedures
used and additional data (If any).
See Supporting Information for explanation of
symbols and abbreviations.
NWC of E. Seminary Dr. & Old Mansfield Rd.
Fort Worth, Texas
SITE:
Boring Started: 03-12-2020
2501 E Loop 820 N
Fort Worth, TX
No water encountered during drilling
Dry upon completion of drilling
WATER LEVEL OBSERVATIONS
3 SAMPLE TYPE
0.5 (HP)
3.0 (HP)
2.5 (HP)
20
23
17
45-15-30FILL - LEAN CLAY (CL), with sand, asphalt, gravel,
and limestone fragments, brown, soft to very stiff
LEAN CLAY (CL), brown, very stiff
Boring Terminated at 5 Feet
4.0
5.0
Stratification lines are approximate. In-situ, the transition may be gradual.THIS BORING LOG IS NOT VALID IF SEPARATED FROM ORIGINAL REPORT. GEO SMART LOG-NO WELL 95205035 IDEA PUBLIC SCHOO.GPJ TERRACON_DATATEMPLATE.GDT 3/27/20WATER LEVELOBSERVATIONSDEPTH (Ft.)5
STRENGTH TEST
FIELD TESTRESULTSCOMPRESSIVESTRENGTH(tsf)TEST TYPESTRAIN (%)PERCENT FINESWATERCONTENT (%)DRY UNITWEIGHT (pcf)ATTERBERG
LIMITS
LL-PL-PI
LOCATION See Exploration Plan
Latitude: 32.6862° Longitude: -97.2917°GRAPHIC LOGMODEL LAYERDEPTH
Page 1 of 1
Advancement Method:
Push Tube
Abandonment Method:
Backfilled with onsite soils
Notes:
Project No.: 95205035
Drill Rig: CME 55
BORING LOG NO. P-3
IDEA Public SchoolsCLIENT:
Austin, Texas
Driller: StrataBore
Boring Completed: 03-12-2020
PROJECT: IDEA Public Schools - Seminary
See Exploration and Testing Procedures for a
description of field and laboratory procedures
used and additional data (If any).
See Supporting Information for explanation of
symbols and abbreviations.
NWC of E. Seminary Dr. & Old Mansfield Rd.
Fort Worth, Texas
SITE:
Boring Started: 03-12-2020
2501 E Loop 820 N
Fort Worth, TX
No water encountered during drilling
Dry upon completion of drilling
WATER LEVEL OBSERVATIONS
1
2 SAMPLE TYPE
1.5 (HP)
9-9-6
N=15
1.75 (HP)
18
12
26 65-24-41
FILL - LEAN CLAY (CL), with sand, limestone
fragments, and gravel, brown, stiff to very stiff
FAT CLAY (CH), brown, stiff
Boring Terminated at 5 Feet
3.5
5.0
Hammer Type: AutomaticStratification lines are approximate. In-situ, the transition may be gradual.THIS BORING LOG IS NOT VALID IF SEPARATED FROM ORIGINAL REPORT. GEO SMART LOG-NO WELL 95205035 IDEA PUBLIC SCHOO.GPJ TERRACON_DATATEMPLATE.GDT 3/27/20WATER LEVELOBSERVATIONSDEPTH (Ft.)5
STRENGTH TEST
FIELD TESTRESULTSCOMPRESSIVESTRENGTH(tsf)TEST TYPESTRAIN (%)PERCENT FINESWATERCONTENT (%)DRY UNITWEIGHT (pcf)ATTERBERG
LIMITS
LL-PL-PI
LOCATION See Exploration Plan
Latitude: 32.6867° Longitude: -97.2928°GRAPHIC LOGMODEL LAYERDEPTH
Page 1 of 1
Advancement Method:
Push Tube/Split Spoon
Abandonment Method:
Backfilled with onsite soils
Notes:
Project No.: 95205035
Drill Rig: CME 55
BORING LOG NO. P-4
IDEA Public SchoolsCLIENT:
Austin, Texas
Driller: StrataBore
Boring Completed: 03-12-2020
PROJECT: IDEA Public Schools - Seminary
See Exploration and Testing Procedures for a
description of field and laboratory procedures
used and additional data (If any).
See Supporting Information for explanation of
symbols and abbreviations.
NWC of E. Seminary Dr. & Old Mansfield Rd.
Fort Worth, Texas
SITE:
Boring Started: 03-12-2020
2501 E Loop 820 N
Fort Worth, TX
No water encountered during drilling
Dry upon completion of drilling
WATER LEVEL OBSERVATIONS
1
3 SAMPLE TYPE
1.75 (HP)
1.5 (HP)
26-8-9
N=17
26
17
10
61-22-39FAT CLAY (CH), brown, stiff
LEAN CLAY (CL), with limestone seams, tan, very
stiff
Boring Terminated at 4.5 Feet
2.5
4.5
Hammer Type: AutomaticStratification lines are approximate. In-situ, the transition may be gradual.THIS BORING LOG IS NOT VALID IF SEPARATED FROM ORIGINAL REPORT. GEO SMART LOG-NO WELL 95205035 IDEA PUBLIC SCHOO.GPJ TERRACON_DATATEMPLATE.GDT 3/27/20WATER LEVELOBSERVATIONSDEPTH (Ft.)STRENGTH TEST
FIELD TESTRESULTSCOMPRESSIVESTRENGTH(tsf)TEST TYPESTRAIN (%)PERCENT FINESWATERCONTENT (%)DRY UNITWEIGHT (pcf)ATTERBERG
LIMITS
LL-PL-PI
LOCATION See Exploration Plan
Latitude: 32.6874° Longitude: -97.2908°GRAPHIC LOGMODEL LAYERDEPTH
Page 1 of 1
Advancement Method:
Push Tube/Split Spoon
Abandonment Method:
Backfilled with onsite soils
Notes:
Project No.: 95205035
Drill Rig: CME 55
BORING LOG NO. P-6
IDEA Public SchoolsCLIENT:
Austin, Texas
Driller: StrataBore
Boring Completed: 03-12-2020
PROJECT: IDEA Public Schools - Seminary
See Exploration and Testing Procedures for a
description of field and laboratory procedures
used and additional data (If any).
See Supporting Information for explanation of
symbols and abbreviations.
NWC of E. Seminary Dr. & Old Mansfield Rd.
Fort Worth, Texas
SITE:
Boring Started: 03-12-2020
2501 E Loop 820 N
Fort Worth, TX
No water encountered during drilling
Dry upon completion of drilling
WATER LEVEL OBSERVATIONS
3
2 SAMPLE TYPE
Responsive ■Resourceful ■Reliable
LIME SERIES
Responsive ■Resourceful ■Reliable
SUPPORTING INFORMATION
Contents:
Unified Soil Classification System
General Notes to Log Terms
Note: All attachments are one page unless noted above.
UNIFIED SOIL CLASSIFICATION SYSTEM
UNIFIED SOI L CLASSI FICATI ON SYSTEM
Criteria for Assigning Group Symbols and Group Names Using Laboratory Tests A
Soil Classification
Group
Symbol Group Name B
Coarse-Grained Soils:
More than 50% retained
on No. 200 sieve
Gravels:
More than 50% of
coarse fraction
retained on No. 4 sieve
Clean Gravels:
Less than 5% fines C
Cu ³ 4 and 1 £ Cc £ 3 E GW Well-graded gravel F
Cu < 4 and/or [Cc<1 or Cc>3.0]E GP Poorly graded gravel F
Gravels with Fines:
More than 12% fines C
Fines classify as ML or MH GM Silty gravel F, G, H
Fines classify as CL or CH GC Clayey gravel F, G, H
Sands:
50% or more of coarse
fraction passes No. 4
sieve
Clean Sands:
Less than 5% fines D
Cu ³ 6 and 1 £ Cc £ 3 E SW Well-graded sand I
Cu < 6 and/or [Cc<1 or Cc>3.0]E SP Poorly graded sand I
Sands with Fines:
More than 12% fines D
Fines classify as ML or MH SM Silty sand G, H, I
Fines classify as CL or CH SC Clayey sand G, H, I
Fine-Grained Soils:
50% or more passes the
No. 200 sieve
Silts and Clays:
Liquid limit less than 50
Inorganic:PI > 7 and plots on or above “A”
line J
CL Lean clay K, L, M
PI < 4 or plots below “A” line J ML Silt K, L, M
Organic:Liquid limit - oven dried < 0.75 OL Organic clay K, L, M, N
Liquid limit - not dried Organic silt K, L, M, O
Silts and Clays:
Liquid limit 50 or more
Inorganic:PI plots on or above “A” line CH Fat clay K, L, M
PI plots below “A” line MH Elastic Silt K, L, M
Organic:Liquid limit - oven dried < 0.75 OH Organic clay K, L, M, P
Liquid limit - not dried Organic silt K, L, M, Q
Highly organic soils:Primarily organic matter, dark in color, and organic odor PT Peat
A Based on the material passing the 3-inch (75-mm) sieve.
B If field sample contained cobbles or boulders, or both, add “with cobbles
or boulders, or both” to group name.
C Gravels with 5 to 12% fines require dual symbols: GW-GM well-graded
gravel with silt, GW-GC well-graded gravel with clay, GP-GM poorly
graded gravel with silt, GP-GC poorly graded gravel with clay.
D Sands with 5 to 12% fines require dual symbols: SW-SM well-graded
sand with silt, SW-SC well-graded sand with clay, SP-SM poorly graded
sand with silt, SP-SC poorly graded sand with clay.
E Cu = D60/D10 Cc =
6010
2
30
DxD
)(D
F If soil contains ³ 15% sand, add “with sand” to group name.
G If fines classify as CL-ML, use dual symbol GC-GM, or SC-SM.
H If fines are organic, add “with organic fines” to group name.
I If soil contains ³ 15% gravel, add “with gravel” to group name.
J If Atterberg limits plot in shaded area, soil is a CL-ML, silty clay.
K If soil contains 15 to 29% plus No. 200, add “with sand” or “with
gravel,” whichever is predominant.
L If soil contains ³ 30% plus No. 200 predominantly sand, add
“sandy” to group name.
MIf soil contains ³ 30% plus No. 200, predominantly gravel, add
“gravelly” to group name.
N PI ³ 4 and plots on or above “A” line.
O PI < 4 or plots below “A” line.
P PI plots on or above “A” line.
Q PI plots below “A” line.
GENERAL NOTES TO LOG TERMS
GENERAL NOTES TO LOG TERMS
SAMPLING WATER LEVEL FIELD TESTS
Water levels indicated on the soil boring logs are the levels
measured in the borehole at the times indicated.
Groundwater level variations will occur over time. In low
permeability soils, accurate determination for groundwater
levels is not possible with short term water level
observations.
N Standard Penetration Test
Resistance (Blows/Ft)
(HP)Hand Penetrometer
(T)Torvane
(DCP)Dynamic Cone Penetrometer
UC Unconfined Compressive Strength
(PID)Photo-Ionization Detector
(OVA)Organic Vapor Analyzer
DESCRIPTIVE SOIL CLASSIFICATION
Soil classification is based on the Unified Soil Classification System. Coarse Grained Soils have more than 50% of their dry weight retained on a
#200 sieve; their principal descriptors are: boulders, cobbles, gravel, or sand. Fine Grained Soils have less than 50% of their dry weight retained on
a #200 sieve; they are principally described as clays if they are plastic, and silts if they are slightly plastic or non-plastic. Major constituents may be
added as modifiers and minor constituents may be added according to the relative proportions based on grain size. In addition to gradation, coarse-
grained soils are defined on the basis of their in-place relative density and fine-grained soils on the basis of their consistency.
LOCATION AND ELEVATION NOTES
Unless otherwise noted, Latitude and Longitude are approximately determined using a hand-held GPS device. The accuracy of such devices is
variable. Surface elevation data annotated with +/- indicates that no actual topographical survey was conducted to confirm the surface elevation.
Instead, the surface elevation was approximately determined from topographic maps of the area.
STRENGTH TERMS
RELATIVE DENSITY OF COARSE-GRAINED SOILS
(More than 50% retained on No. 200 sieve.)
Density determined by Standard Penetration Resistance
CONSISTENCY OF FINE-GRAINED SOILS
(50% or more passing the No. 200 sieve.)
Consistency determined by laboratory shear strength testing, field visual-manual
procedures or standard penetration resistance
Descriptive Term
(Density)
Standard Penetration or
N-value
Blows/Ft.
Descriptive Term
(Consistency)
Unconfined Compressive Strength
Qu, (tsf)
Standard Penetration or
N-value
Blows/Ft.
Very Loose 0 - 3 Very Soft Less than 0.25 0 – 1
Loose 4 - 9 Soft 0.25 to 0.5 2 – 4
Medium Dense 10 – 29 Medium Stiff 0.5 to 1.00 4 – 8
Dense 30 – 50 Stiff 1.00 to 2.00 8 – 15
Very Dense >50 Very Stiff 2.00 to 4.00 15 – 30
Hard >4.00 >30
RELATIVE PROPORTIONS OF SAND AND GRAVEL RELATIVE PROPORTIONS OF FINES
Descriptive Term(s) of
other constituents
Percent of
Dry Weight
Descriptive Term(s) of
other constituents
Percent of
Dry Weight
Trace <15 Trace <5
With 15 – 29 With 5 – 12
Modifier >30 Modifier >12
GRAIN SIZE TERMINOLOGY PLASTICITY DESCRIPTION
Major Component of Sample Particle Size Term Plasticity Index
Boulders Over 12 in. (300 mm)Non-plastic 0
Cobbles 12 in. to 3 in. (300 mm to 75 mm)Low 1 – 10
Gravel 3 in. to #4 sieve (75mm to 4.75mm)Medium 11 – 30
Sand #4 to #200 sieve (4.75mm to 0.075mm)High >30
Silt or Clay Passing #200 sieve (0.075mm)
GR-01 60 00 PRODUCT REQUIREMENTS
CITY OF FORT WORTH
WATER DEPARTMENT
STANDARD PRODUCT LIST
Updated: September 06, 2019
The Fort Worth Water Department’s Standard Products List has been developed to
minimize the submittal review of products which meet the Fort Worth Water
Department’s Standard Specifications during utility construction projects. When
Technical Specifications for specific products, are included as part of the
Construction Contract Documents, the requirements of the Technical Specification
will override the Fort Worth Water Department’s Standard Specifications and the
Fort Worth Water Department’s Standard Products List and approval of the
specific products will be based on the requirements of the Technical Specification
whether or not the specific product meets the Fort Worth Water Department’s
Standard Specifications or is on the Fort Worth Water Department’s Standard
Products List.
Table of Content
(Click on items to go directly to the page)
Items Page
A.Water & Sewer
1. Manholes & Bases/Components ........................................................... 1
2.Manholes & Bases/Fiberglass ............................................................... 2
3.Manholes & Bases/Frames & Covers/Rectangular ............................... 3
4.Manholes & Bases/Frames & Covers/Round ....................................... 4
5.Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight .. 5
6.Manholes & Bases/Precast Concrete .................................................... 6
7.Manholes & Bases/Rehab Systems/Cementitious ................................ 7
8.Manholes & Bases/Rehab Systems/NonCementitious ......................... 8
9.Manhole Insert (Field Operations Use Only) ........................................ 9
10. Pipe Casing Spacer ............................................................................... 10
11. Pipes/Ductile Iron ................................................................................. 11
12. Utility Line Marker ............................................................................... 12
B.Sewer
13. Coatings/Epoxy ..................................................................................... 13
14. Coatings/Polyurethane .......................................................................... 14
15. Combination Air Valves ....................................................................... 15
16. Pipes/Concrete ...................................................................................... 16
17. Pipe Enlargement System (Method) ..................................................... 17
18. Pipes/Fiberglass Reinforced Pipe ......................................................... 18
19. Pipes/HDPE .......................................................................................... 19
20. Pipes/PVC (Pressure Sewer) ................................................................. 20
21. Pipes/PVC* ........................................................................................... 21
22. Pipes/Rehab/CIPP ................................................................................. 22
23. Pipes/Rehab/Fold & Form .................................................................... 23
24. Pipes/Open Profile Large Diameter ...................................................... 24
C.Water
25. Appurtenances ....................................................................................... 25
26. Bolts, Nuts, and Gaskets ....................................................................... 26
27. Combination Air Release Valve ........................................................... 27
28. Dry Barrel Fire Hydrants ...................................................................... 28
29. Meters ................................................................................................... 29
30. Pipes/PVC (Pressure Water) ................................................................. 30
31. Pipes/Valves & Fittings/Ductile Iron Fittings ....................................... 31
32. Pipes/Valves & Fittings/Resilient Seated Gate Valve .......................... 32
33. Pipes/Valves & Fittings/Rubber Seated Butterfly Valve ...................... 33
34. Polyethylene Encasement ..................................................................... 34
35. Sampling Stations ................................................................................. 35
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeWater & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/16)07/23/97 33 05 13 Urethane Hydrophilic Waterstop Asahi Kogyo K.K. Adeka Ultra-Seal P-201 ASTM D2240/D412/D79204/26/00 33 05 13 Offset Joint for 4' Diam. MH Hanson Concrete Products Drawing No. 35-0048-00104/26/00 33 05 13 Profile Gasket for 4' Diam. MH. Press-Seal Gasket Corp. 250-4G Gasket ASTM C-443/C-361 SS MH1/26/99 33 05 13 HDPE Manhole Adjustment Rings Ladtech, Inc HDPE Adjustment Ring Non-traffic area5/13/05 33 05 13 Manhole External Wrap Canusa - CPS WrapidSeal Manhole Encapsulation SystemCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019* From Original Standard Products ListClick to Return to the Table of Content1
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019Water & Sewer - Manholes & Bases/Fiberglass 33-39-13 (1/8/13)1/26/99 33 39 13 Fiberglass Manhole Fluid Containment, Inc. Flowtite ASTM 3753 Non-traffic area08/30/06 33 39 13 Fiberglass Manhole L.F. ManufacturingNon-traffic area* From Original Standard Products ListClick to Return to the Table of Content2
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019Water & Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16)* 33 05 13 Manhole Frames and Covers Western Iron Works, Bass & Hays Foundry 1001 24"x40" WD* From Original Standard Products ListClick to Return to the Table of Content3
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16)*33 05 13 Manhole Frames and CoversWestern Iron Works, Bass & Hays Foundry3002424" Dia.*33 05 13 Manhole Frames and CoversMcKinley Iron Works Inc.A 24 AM24" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryR-1272ASTM A48 & AASHTO M30624" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryR- 165-LM (Hinged)ASTM A48 & AASHTO M30624" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryNF 1274ASTM A48 & AASHTO M30630" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryR-1743-LM (Hinged)ASTM A48 & AASHTO M30630" dia.33 05 13 Manhole Frames and CoversSigma CorporationMH-144N33 05 13 Manhole Frames and CoversSigma CorporationMH-143N33 05 13 Manhole Frames and CoversPont-A-MoussonGTS-STD24" dia.33 05 13 Manhole Frames and CoversNeenah Casting24" dia.10/31/06 33 05 13 Manhole Frames and Covers (Hinged)PowersealHinged Ductile Iron Manhole ASTM A53624" Dia.7/25/03 33 05 13 Manhole Frames and CoversSaint-Gobain Pipelines (Pamrex/rexus)RE32-R8FS30" Dia.01/31/06 33 05 1330" Dia. MH Ring and CoverEast Jordan Iron WorksV1432-2 and V1483 DesignsAASHTO M306-0430" Dia.11/02/10 33 05 1330" Dia. MH Ring and CoverSigma CorporationMH1651FWN & MH1650230" Dia07/19/11 33 05 1330" Dia. MH Ring and CoverStar Pipe ProductsMH32FTWSS-DC 30" Dia08/10/11 33 05 1330" Dia. MH Ring and CoverAccucast220700 Heavy Duty with Gasket Ring30" Dia10/14/13 33 05 1330" Dia. MH Ring and Cover (Hinged & Lockable)East Jordan Iron Works 30" ERGO XL Assembly with Cam Lock/MPIC/T-Gasket ASSHTO M105 & ASTM A53630" Dia06/01/17 34 05 1330" Dia. MH Ring and Cover (Hinged & Lockable) CISIP Industries2280 (32")ASTM A 4830" Dia.09/16/19 33 05 13.1030" Dia. MH Ring and Cover Composite Access Products, L.P.CAP-ONE-30-FTW, Composite, w/ Lock w/o Hing30" Dia.* From Original Standard Products ListClick to Return to the Table of Content4
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/16)* 33 05 13 Manhole Frames and Covers Pont-A-Mousson Pamtight 24" Dia.* 33 05 13 Manhole Frames and Covers Neenah Casting24" Dia.* 33 05 13 Manhole Frames and Covers Western Iron Works,Bass & Hays Foundry 300-24P 24" Dia.* 33 05 13 Manhole Frames and Covers McKinley Iron Works Inc. WPA24AM 24" Dia.03/08/00 33 05 13 Manhole Frames and Covers Accucast RC-2100 ASTM A 48 24" Dia.04/20/01 33 05 13 Manhole Frames and Covers (SIP)Serampore Industries Private Ltd. 300-24-23.75 Ring and Cover ASTM A 48 24" Dia.* From Original Standard Products ListClick to Return to the Table of Content5
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019Water & Sewer - Manholes & Bases/Precast Concrete (Rev 1/8/13)* 33 39 10 Manhole, Precast Concrete Hydro Conduit Corp SPL Item #49 ASTM C 478 48"* 33 39 10 Manhole, Precast Concrete Wall Concrete Pipe Co. Inc. ASTM C-443 48"09/23/96 33 39 10 Manhole, Precast Concrete Concrete Product Inc. 48" I.D. Manhole w/ 32" Cone ASTM C 478 48" w/32" cone05/08/18 33 39 10 Manhole, Precast Concrete The Turner Company 48", 60" I.D. Manhole w/ 32" Cone ASTM C 478 48", 60"10/27/06 33 39 10 Manhole, Precast Concrete Oldcastle Precast Inc.48" I.D. Manhole w/ 24" Cone ASTM C 478 48" Diam w 24" Ring06/09/10 33 39 10 Manhole, Precast (Reinforce Polymer)Concrete US Composite Pipe Reinforced Polymer Concrete ASTM C-76 48" to 72"09/06/19 33 39 20 Manhole, Precast Concrete Forterra Pipe and Precast 60" & 72" I.D. Manhole w/32" Cone ASTM C-76 60" & 72"* From Original Standard Products ListClick to Return to the Table of Content6
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019Water & Sewer - Manholes & Bases/Rehab Systems/Cementitious* E1-14 Manhole Rehab Systems Quadex04/23/01 E1-14 Manhole Rehab Systems Standard Cement Materials, Inc. Reliner MSPE1-14 Manhole Rehab Systems AP/M Permaform4/20/01 E1-14 Manhole Rehab System Strong Company Strong Seal MS2A Rehab System5/12/03 E1-14 Manhole Rehab System (Liner) Poly-triplex Technologies MH repair product to stop infiltration ASTM D581308/30/06 General Concrete Repair FlexKrete Technologies Vinyl Polyester Repair Product Misc. Use* From Original Standard Products ListClick to Return to the Table of Content7
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019Water & Sewer - Manholes & Bases/Rehab Systems/NonCementitious05/20/96 E1-14 Manhole Rehab Systems Sprayroq, Spray Wall Polyurethane Coating ASTM D639/D790* E1-14 Manhole Rehab Systems Sun Coast12/14/01 Coating for Corrosion protection(Exterior) ERTECH Series 20230 and 2100 (Asphatic Emulsion)For Exterior Coating of Concrete Structures Only01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, S1HB, S1, S2 Acid Resistance Test Sewer Applications8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications08/30/06 Coatings for Corrosion Protection Citadel SLS-30 Solids Epoxy Sewer Applications03/19/1833 05 16, 33 39 10, 33 39 20 Coating for Corrosion protection(Exterior) Sherwin WilliamsRR&C Dampproofing Non-Fibered Spray Grade (Asphatic Emulsion)For Exterior Coating of Concrete Structures Only* From Original Standard Products ListClick to Return to the Table of Content8
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019Water & Sewer - Manhole Inserts - Field Operations Use Only (Rev 2/3/16)* 33 05 13 Manhole Insert Knutson Enterprises Made to Order - Plastic ASTM D 1248 For 24" dia.* 33 05 13 Manhole Insert South Western Packaging Made to Order - Plastic ASTM D 1248 For 24" dia.* 33 05 13 Manhole Insert Noflow-Inflow Made to Order - Plastic ASTM D 1248 For 24" dia.09/23/96 33 05 13 Manhole Insert Southwestern Packing & Seals, Inc. LifeSaver - Stainless Steel For 24" dia.09/23/96 33 05 13 Manhole Insert Southwestern Packing & Seals, Inc. TetherLok - Stainless Steel For 24" dia* From Original Standard Products ListClick to Return to the Table of Content9
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019Water & Sewer - Pipe Casing Spacers 33-05-24 (07/01/13)11/04/02 Steel Band Casing Spacers Advanced Products and Systems, Inc. Carbon Steel Spacers, Model SI02/02/93 Stainless Steel Casing Spacer Advanced Products and Systems, Inc. Stainless Steel Spacer, Model SSI04/22/87 Casing Spacers Cascade Waterworks Manufacturing Casing Spacers09/14/10 Stainless Steel Casing Spacer Pipeline Seal and Insulator Stainless Steel Casing Spacer Up to 48"09/14/10 Coated Steel Casin Spacers Pipeline Seal and Insulator Coated Steel Casin Spacers Up to 48" 05/10/11 Stainless Steel Casing Spacer Powerseal 4810 Powerchock Up to 48"03/19/18 Casing Spacers BWM SS-12 Casing Spacer(Stainless Steel)03/19/18 Casing Spacers BWMFB-12 Casing Spacer (Coated Carbon Steel) for Non_pressure Pipe and Grouted Casing* From Original Standard Products ListClick to Return to the Table of Content10
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019Water & Sewer - Pipes/Ductile Iron 33-11-10(1/8/13)* 33 11 10 Ductile Iron Pipe Griffin Pipe Products, Co. Super Bell-Tite Ductile Iron Pressure Pipe, AWWA C150, C1513" thru 24"08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co.American Fastite Pipe (Bell Spigot) AWWA C150, C151 4" thru 30"08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co.American Flex Ring (Restrained Joint) AWWA C150, C151 4" thru 30"* 33 11 10 Ductile Iron Pipe U.S. Pipe and Foundry Co. AWWA C150, C151* 33 11 10 Ductile Iron Pipe McWane Cast Iron Pipe Co. AWWA C150, C151* From Original Standard Products ListClick to Return to the Table of Content11
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019Water & Sewer - Utility Line Marker (08/24/2018)* From Original Standard Products ListClick to Return to the Table of Content12
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019Sewer - Coatings/Epoxy 33-39-60 (01/08/13)02/25/02 Epoxy Lining System Sauereisen, Inc SewerGard 210RS LA County #210-1.3312/14/01 Epoxy Lining System Ertech Technical Coatings Ertech 2030 and 2100 Series04/14/05 Interior Ductile Iron Pipe Coating Induron Protecto 401 ASTM B-117 Ductile Iron Pipe Only01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, S1HB, S1, S2 Acid Resistance Test Sewer Applications8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications* From Original Standard Products ListClick to Return to the Table of Content13
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019Sewer - Coatings/Polyurethane* From Original Standard Products ListClick to Return to the Table of Content14
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019Sewer - Combination Air Valves 05/25/18 33-31-70 Air Release Valve A.R.I. USA, Inc. D025LTP02(Composite Body) 2"* From Original Standard Products ListClick to Return to the Table of Content15
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019Sewer - Pipes/Concrete* E1-04 Conc. Pipe, Reinforced Wall Concrete Pipe Co. Inc. ASTM C 76* E1-04 Conc. Pipe, Reinforced Hydro Conduit Corporation Class III T&G, SPL Item #77 ASTM C 76* E1-04 Conc. Pipe, Reinforced Hanson Concrete Products SPL Item #95-Manhole, #98- PipeASTM C 76* E1-04 Conc. Pipe, Reinforced Concrete Pipe & Products Co. Inc. ASTM C 76* From Original Standard Products ListClick to Return to the Table of Content16
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019Sewer - Pipe Enlargment System (Method)33-31-23 (01/18/13)PIM System PIM Corporation Polyethylene PIM Corp., Piscata Way, N.J. Approved PreviouslyMcConnell Systems McLat Construction Polyethylene Houston, Texas Approved PreviouslyTRS Systems Trenchless Replacement System Polyethylene Calgary, Canada Approved Previously* From Original Standard Products ListClick to Return to the Table of Content17
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019Sewer - Pipe/Fiberglass Reinforced Pipe 33-31-13(1/8/13)7/21/97 33 31 13 Cent. Cast Fiberglass Hobas Pipe USA, Inc. Hobas Pipe (Non-Pressure) ASTM D3262/D375403/22/10 33 31 13 Fiberglass Pipe Ameron Bondstrand RPMP Pipe ASTM D3262/D375410/30/03 Glass-Fiber Reinforced Polymer Pipe Thompson Pipe Group Flowtite ASTM D3262/D37544/14/05 Polymer Modified Concrete Pipe Amitech USA Meyer Polycrete Pipe ASTM C33, A276, F477 8" to 102", Class V06/09/10 E1-9 Reinforced Polymer Concrete Pipe US Composite Pipe Reinforced Polymer Concrete Pipe ASTM C-76* From Original Standard Products ListClick to Return to the Table of Content18
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019Sewer - Pipes/HDPE 33-31-23(1/8/13)* High-density polyethylene pipe Phillips Driscopipe, Inc. Opticore Ductile Polyethylene Pipe ASTM D 1248 8"* High-density polyethylene pipe Plexco Inc. ASTM D 1248 8"* High-density polyethylene pipe Polly Pipe, Inc. ASTM D 1248 8"High-density polyethylene pipe CSR Hydro Conduit/Pipeline Systems McConnell Pipe Enlargement ASTM D 1248* From Original Standard Products ListClick to Return to the Table of Content19
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019Sewer - Pipes/PVC (Pressure Sewer) 33-11-12 (4/1/13)12/02/11 33-11-12 DR-14 PVC Pressure Pipe Pipelife Jetstream PVC Pressure Pipe AWWA C900 4" thru 12"10/22/14 33-11-12 DR-14 PVC Pressure Pipe Royal Building Products Royal Seal PVC Pressure Pipe AWWA C900 4" thru 12"* From Original Standard Products ListClick to Return to the Table of Content20
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019Sewer - Pipes/PVC* 33-31-20 (7/1/13)* 33-31-20 PVC Sewer Pipe Certain-Teed Products Corp ASTM D 3034 4" thru 15"* 33-31-20 PVC Sewer Pipe Napco Manufacturing CorpASTM D 3034, D 17844" & 8"* 33-31-20 PVC Sewer Pipe J-M Manufacturing Co., Inc. (JM Eagle) ASTM D 3034 4" - 15"12/23/97* 33-31-20 PVC Sewer Pipe Diamond Plastics Corporation SDR-26 and SDR-35 ASTM F 789, ASTM D 30344" thru 15"* 33-31-20 PVC Sewer Pipe Lamson Vylon Pipe ASTM F 789 4" thru 15"33-31-20 PVC Sewer Pipe Royal Building Products Royal Seal Solid Wall Pipe SDR 26 & 35 ASTM 3034 4" thru 15"01/18/18 33-31-20 PVC Sewer Pipe Vinyltech PVC Pipe Gravity Sewer ASTM D3034 4" thru 15"11/11/98 33-31-20 PVC Sewer Pipe Diamond Plastics Corporation "S" Gravity Sewer Pipe ASTM F 679 18" to 27"* 33-31-20 PVC Sewer Pipe J-M Manufacturing Co, Inc. (JM Eagle) ASTM F 679 18" - 27"09/11/12 33-31-20 PVC Sewer Pipe Pipelife Jet Stream SDR-26 and SDr-35 ASTM F-679 18"05/06/0533-31-20PVC Solid Wall Pipe Diamond Plastics CorporationPS 46 ASTM F-679 18" to 48"04/27/0633-31-20PVC Sewer Fittings HarcoSDR-26 and SDR-35 Gasket Fittings ASTM D-3034, D-1784, etc 4" - 15"*33-31-20PVC Sewer Fittings Plastic Trends, In.cGasketed PVC Sewer Main Fittings ASTM D 303411/17/99E100-2Closed Profile PVC Pipe Diamond Plastics CorporationASTM 1803/F794 18" to 48"3/19/2018 33 31 20 PVC Sewer Pipe Pipelife Jet Stream SDR 35 ASTM F679 18"- 24"3/19/2018 33 31 20 PVC Sewer Pipe Pipelife Jet Stream SDR 26 ASTM D3034 4"- 15"3/29/2019 33 31 20Gasketed Fittings (PVC)GPK Products, Inc. SDR 26 ASTM D3034/F-679 4"- 15"9/6/2019 33 31 20 PVC Sewer Pipe NAPCO SDR 26, SDR 35 ASTM D3034 4" - 8"9/6/2019 33 31 20 PVC Sewer Pipe Sanderson Pipe Corp. SDR 26, SDR 35 ASTM D3034 8"* From Original Standard Products ListClick to Return to the Table of Content21
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019Sewer - Pipes/Rehab/CIPP 33-31-12 (01/18/13)* Cured in Place Pipe Insituform Texark, Inc ASTM F 121605/03/99 Cured in Place Pipe National Envirotech Group National Liner, (SPL) Item #27 ASTM F-1216/D-581305/29/96 Cured in Place Pipe Reynolds Inc/Inliner Technolgy (Inliner USA) Inliner Technology ASTM F 1216* From Original Standard Products ListClick to Return to the Table of Content22
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019Sewer - Pipes/Rehab/Fold & Form* Fold and Form Pipe Cullum Pipe Systems, Inc.11/03/98 Fold and Form Pipe Insituform Technologies, Inc. Insituform "NuPIpe" ASTM F-1504Fold and Form Pipe American Pipe & Plastics, Inc.Demo. Purpose Only12/04/00 Fold and Form Pipe Ultraliner Ultraliner PVC Alloy Pipeliner ASTM F-1504, 1871, 186706/09/03 Fold and Form Pipe Miller Pipeline Corp. EX Method ASTM F-1504, F-1947 Up to 18" diameter* From Original Standard Products ListClick to Return to the Table of Content23
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019Sewer - Pipes/Open Profile Large Diameter09/26/91 E100-2 PVC Sewer Pipe, Ribbed Lamson Vylon Pipe Carlon Vylon H.C. Closed Profile Pipe, ASTM F 679 18" to 48"09/26/91 E100-2 PVC Sewer Pipe, Ribbed Extrusion Technologies, Inc. Ultra-Rib Open Profile Sewer Pipe ASTM F 679 18" to 48"E100-2 PVC Sewer Pipe, Ribbed Uponor ETI Company11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Double Wall Advanced Drainage Systems (ADS) SaniTite HP Double Wall (Corrugated)ASTM F 2736 24"-30"11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Triple Wall Advanced Drainage Systems (ADS) SaniTite HP Triple Wall Pipe ASTM F 2764 30" to 60"05/16/11 Steel Reinforced Polyethylene Pipe ConTech Construction Products Durmaxx ASTM F 2562 24" to 72"* From Original Standard Products ListClick to Return to the Table of Content24
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019Water - Appurtenances 33-12-10 (07/01/13)01/18/18 33-12-10 Double Strap Saddle Romac 202NS Nylon Coated AWWA C800 1"-2" SVC, up to 24" Pipe08/28/02 Double Strap Saddle Smith Blair #317 Nylon Coated Double Strap Saddle07/23/12 33-12-10 Double Strap Service Saddle Mueller Company DR2S Double (SS) Strap DI Saddle AWWA C800 1"-2" SVC, up to 24" Pipe10/27/87 Curb Stops-Ball Meter Valves McDonald 6100M,6100MT & 610MT 3/4" and 1"10/27/87 Curb Stops-Ball Meter Valves McDonald 4603B, 4604B, 6100M, 6100TM and 6101M 1½" and 2"5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Ford Meter Box Co., Inc.FB600-7NL, FB1600-7-NL, FV23-777-W-NL, L22-77NL AWWA C800 2"5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Ford Meter Box Co., Inc.FB600-6-NL, FB1600-6-NL, FV23-666-W-NL, L22-66NL AWWA C800 1-1/2"5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Ford Meter Box Co., Inc.FB600-4-NL, FB1600-4-NL, B11-444-WR-NL, B22444-WR-NL, L28-44NL AWWA C800 1"5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Mueller Co., Ltd.B-25000N, B-24277N-3, B-20200N-3, H-15000N, , H-1552N, H142276NAWWA C800, ANSF 61, ANSI/NSF 372 2"5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Mueller Co., Ltd.B-25000N, B-20200N-3, B-24277N-3,H-15000N, H-14276N, H-15525NAWWA C800, ANSF 61, ANSI/NSF 372 1-1/2"5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Mueller Co., Ltd.B-25000N, B-20200N-3,H-15000N, H-15530NAWWA C800, ANSF 61, ANSI/NSF 372 1"01/26/00 Coated Tapping Saddle with Double SS Straps JCM Industries, Inc. #406 Double Band SS Saddle 1"-2" Taps on up to 12" 0/5/21/12 33-12-25 Tapping Sleeve (Coated Steel) JCM Industries, Inc. 412 Tapping Sleeve ESS AWWA C-223 Up to 30" w/12" Out05/10/11 Tapping Sleeve (Stainless Steel) Powerseal 3490AS (Flange) & 3490MJ 4"-8" and 16"02/29/12 33-12-25 Tapping Sleeve (Coated Steel) Romac FTS 240 AWWA C-223 U p to 42" w/24" Out02/29/12 33-12-25 Tapping Sleeve (Stainless Steel) Romac SST Stainless Steel AWWA C-223 Up to 24" w/12" Out02/29/12 33-12-25 Tapping Sleeve (Stainless Steel) Romac SST III Stainless Steel AWWA C-223 Up to 30" w/12" Out05/10/11 Joint Repair Clamp Powerseal 3232 Bell Joint Repair Clamp4" to 30"Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW37C-12-1EPAF FTWPlastic Meter Box w/Composite Lid DFW Plastics Inc. DFW39C-12-1EPAF FTW08/30/06 Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW65C-14-1EPAF FTW Class "A"Concrete Meter Box Bass & Hays CMB37-B12 1118 LID-9Concrete Meter Box Bass & Hays CMB-18-Dual 1416 LID-9Concrete Meter Box Bass & Hays CMB65-B65 1527 LID-9* From Original Standard Products ListClick to Return to the Table of Content25
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019Water - Bolts, Nuts, and Gaskets 33-11-05 (01/08/13)* From Original Standard Products ListClick to Return to the Table of Content26
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019Water - Combination Air Release 33-31-70 (01/08/13)* E1-11 Combination Air Release Valve GA Industries, Inc. Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A 240 - float, ASTM A 307 - Cover Bolts1" & 2"* E1-11 Combination Air Release Valve Multiplex Manufacturing Co.Crispin Air and Vacuum Valves, Model No. 1/2", 1" & 2"* E1-11 Combination Air Release Valve Valve and Primer Corp. APCO #143C, #145C and #147C 1", 2" & 3"* From Original Standard Products ListClick to Return to the Table of Content27
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019Water - Dry Barrel Fire Hydrants 33-12-40 (01/15/14)10/01/87 E-1-12 Dry Barrel Fire Hydrant American-Darling Valve Drawing Nos. 90-18608, 94-18560 AWWA C-50203/31/88 E-1-12 Dry Barrel Fire Hydrant American Darling Valve Shop Drawing No. 94-18791 AWWA C-50209/30/87 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Shop Drawing No. D-19895 AWWA C-50201/12/93 E-1-12 Dry Barrel Fire Hydrant American AVK Company Model 2700 AWWA C-50208/24/88 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Drawings D20435, D20436, B20506 AWWA C-502E-1-12 Dry Barrel Fire Hydrant ITT Kennedy Valve Shop Drawing No. D-80783FW AWWA C-50209/24/87 E-1-12 Dry Barrel Fire Hydrant M&H Valve Company Shop Drawing No. 13476 AWWA C-50210/14/87 E-1-12 Dry Barrel Fire Hydrant Mueller CompanyShop Drawings No. 6461 A-423 Centurion AWWA C-50201/15/88 E1-12 Dry Barrel Fire Hydrant Mueller CompanyShop Drawing FH-12A-423 Super Centurion 200 AWWA C-50210/09/87 E-1-12 Dry Barrel Fire Hydrant U.S. Pipe & Foundry Shop Drawing No. 960250 AWWA C-50209/16/87 E-1-12 Dry Barrel Fire Hydrant Waterous Company Shop Drawing No. SK740803 AWWA C-50208/12/16 33-12-40 Dry Barrel Fire Hydrant EJ (East Jordan Iron Works) WaterMaster 5CD250* From Original Standard Products ListClick to Return to the Table of Content28
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019Water - Meters02/05/93 E101-5 Detector Check Meter Ames Company Model 1000 Detector Check Valve AWWA C550 4" - 10"08/05/04 Magnetic Drive Vertical Turbine Hersey Magnetic Drive Vertical AWWA C701, Class 1 3/4" - 6"* From Original Standard Products ListClick to Return to the Table of Content29
Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019Water - Pipes/PVC (Pressure Water) 33-31-70 (01/08/13)01/18/18 33-11-12 PVC Pressure PipeVinyltech PVC PipeAWWA C900, AWWA C605, ASTM D17844"-12"3/19/2018 33 11 12 PVC Pressure PipePipelife Jet StreamDR14AWWA C9004"-12"3/19/2018 33 11 12 PVC Pressure PipePipelife Jet StreamDR18AWWA C90016"-24"5/25/2018 33 11 12 PVC Pressure PipeDiamond Plastics CorporationDR 14AWWA C9004"-12"5/25/2018 33 11 12 PVC Pressure PipeDiamond Plastics CorporationTrans 21, DR 14, DR 18AWWA C90016"-24"12/6/2018 33 11 12 PVC Pressure PipeJ-M Manifacturing Co., Inc d/b/a JM EagleDR 14"Blue Brute"AWWA C900-16UL 1285ANSI/NSF 61FM 16124"-12"12/6/2018 33 11 12 PVC Pressure PipeJ-M Manifacturing Co., Inc d/b/a JM EagleDR 18"Blue Brute"AWWA C900-16UL 1285ANSI/NSF 61FM 161216"-24"9/6/2019 33 11 12 PVC Pressure PipeUnderground Solutions Inc.DR14 Fusible PVCAWWA C9004" - 8"9/6/2019 33 11 12 PVC Pressure PipeNAPCODR18AWWA C90016" - 24"9/6/2019 33 11 12 PVC Pressure PipeNAPCODR14AWWA C9004"- 12"9/6/2019 33 11 12 PVC Pressure PipeSanderson Pipe Corp.DR14AWWA C9004"- 12"* From Original Standard Products ListClick to Return to the Table of Content30
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019Water - Pipes/Valves & Fittings/Ductile Iron Fittings 33-11-11 (01/08/13)07/23/92 E1-07 Ductile Iron Fittings Star Pipe Products, Inc. Mechanical Joint Fittings AWWA C153 & C110* E1-07 Ductile Iron Fittings Griffin Pipe Products, Co. Mechanical Joint Fittings AWWA C 110* E1-07 Ductile Iron Fittings McWane/Tyler Pipe/ Union Utilities DivisionMechanical Joint Fittings, SSB Class 350AWWA C 153, C 110, C 11108/11/98 E1-07 Ductile Iron Fittings Sigma, Co.Mechanical Joint Fittings, SSB Class 351AWWA C 153, C 110, C 11202/26/14 E1-07 MJ Fittings AccucastClass 350 C-153 MJ FittingsAWWA C153 4"-12"05/14/98 E1-07 Ductile Iron Joint Restraints Ford Meter Box Co./Uni-FlangeUni-Flange Series 1400 AWWA C111/C153 4" to 36"05/14/98 E1-24 PVC Joint Restraints Ford Meter Box Co./Uni-FlangeUni-Flange Series 1500 Circle-LockAWWA C111/C153 4" to 24" 11/09/04 E1-07 Ductile Iron Joint Restraints One Bolt, Inc.One Bolt Restrained Joint FittingAWWA C111/C116/C153 4" to 12"02/29/12 33-11-11 Ductile Iron Pipe Mechanical Joint Restraint EBAA Iron, Inc.Megalug Series 1100 (for DI Pipe)AWWA C111/C116/C153 4" to 42"02/29/12 33-11-11 PVC Pipe Mechanical Joint Restraint EBAA Iron, Inc.Megalug Series 2000 (for PVC Pipe)AWWA C111/C116/C153 4" to 24"08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co.Sigma One-Lok SLC4 - SLC10AWWA C111/C153 4" to 10"03/06/19 33-11-11 Mechanical Joint Retainer Glands(PVC) Sigma, Co.Sigma One-Lok SLCS4 - SLCS12AWWA C111/C153 4" to 12"08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co.Sigma One-Lok SLCEAWWA C111/C153 12" to 24"08/10/98 E1-07 MJ Fittings(DIP) Sigma, Co.Sigma One-Lok SLDEAWWA C153 4" - 24"10/12/10 E1-24 Interior Restrained Joint System S & B Techncial ProductsBulldog System ( Diamond Lok 21 & JM Eagle ASTM F-1624 4" to 12"08/16/06 E1-07 Mechanical Joint Fittings SIP Industries(Serampore)Mechanical Joint FittingsAWWA C153 4" to 24"11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products, Inc.PVC Stargrip Series 4000ASTM A536 AWWA C11111/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products, Inc.DIP Stargrip Series 3000ASTM A536 AWWA C11103/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Black For DIPASTM A536 AWWA C111 3"-48"03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Red for C900 DR14 PVC PipeASTM A536 AWWA C111 4"-12"03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Red for C900 DR18 PVC PipeASTM A536 AWWA C111 16"-24"* From Original Standard Products ListClick to Return to the Table of Content31
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019Water - Pipes/Valves & Fittings/Resilient Seated Gate Valve* 33-12-20 (05/13/15)Resilient Wedged Gate Valve w/no Gears American Flow Control Series 2500 Drawing # 94-20247 16"12/13/02 Resilient Wedge Gate Valve American Flow Control Series 2530 and Series 2536 AWWA C515 30" and 36"08/31/99 Resilient Wedge Gate Valve American Flow Control Series 2520 & 2524 (SD 94-20255) AWWA C515 20" and 24"05/18/99 Resilient Wedge Gate Valve American Flow Control Series 2516 (SD 94-20247) AWWA C515 16"10/24/00 E1-26 Resilient Wedge Gate Valve American Flow Control Series 2500 (Ductile Iron) AWWA C515 4" to 12"08/05/04 Resilient Wedge Gate Valve American Flow Control 42" and 48" AFC 2500 AWWA C515 42" and 48"05/23/91 E1-26 Resilient Wedge Gate Valve American AVK Company American AVK Resilient Seaded GV AWWA C509 4" to 12"01/24/02 E1-26 Resilient Wedge Gate Valve American AVK Company20" and smaller* E1-26 Resilient Seated Gate Valve Kennedy4" - 12"* E1-26 Resilient Seated Gate Valve M&H4" - 12"* E1-26 Resilient Seated Gate Valve Mueller Co.4" - 12"11/08/99 Resilient Wedge Gate Valve Mueller Co. Series A2361 (SD 6647) AWWA C515 16"01/23/03 Resilient Wedge Gate Valve Mueller Co. Series A2360 for 18"-24" (SD 6709) AWWA C515 24" and smaller05/13/05 Resilient Wedge Gate Valve Mueller Co. Mueller 30" & 36", C-515 AWWA C515 30" and 36"01/31/06 Resilient Wedge Gate Valve Mueller Co. Mueller 42" & 48", C-515 AWWA C515 42" and 48"01/28/88 E1-26 Resilient Wedge Gate Valve Clow Valve Co. AWWA C509 4" - 12"10/04/94 Resilient Wedge Gate Valve Clow Valve Co. 16" RS GV (SD D-20995) AWWA C515 16"11/08/99 E1-26 Resilient Wedge Gate Valve Clow Valve Co. Clow RW Valve (SD D-21652) AWWA C515 24" and smaller11/29/04 Resilient Wedge Gate Valve Clow Valve Co. Clow 30" & 36" C-515 AWWA C515 30" and 36" (Note 3)11/30/12 Resilient Wedge Gate Valve Clow Valve Co. Clow Valve Model 2638 AWWA C515 24" to 48" (Note 3)05/08/91 E1-26 Resilient Seated Gate Valve Stockham Valves & Fittings AWWA C 509, ANSI 420 - stem, ASTM A 276 Type 304 - Bolts & nuts4" - 12"* E1-26 Resilient Seated Gate Valve U.S. Pipe and Foundry Co.Metroseal 250, requirements SPL #743" to 16"10/26/16 33-12-20 Resilient Seated Gate Valve EJ (East Jordan Iron Works)EJ FlowMaster Gate Valve & Boxes08/24/18Matco Gate Valve Matco-Norca225 MRAWWA/ANSI C115/An21.15 4" to 16"* From Original Standard Products ListClick to Return to the Table of Content32
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019Water - Pipes/Valves & Fittings/Rubber Seated Butterfly Valve 33-12-21 (07/10/14)* E1-30 Rubber Seated Butterfly Valve Henry Pratt Co. AWWA C-504 24"* E1-30 Rubber Seated Butterfly Valve Mueller Co. AWWA C-504 24"and smaller1/11/99 E1-30 Rubber Seated Butterfly Valve Dezurik Valves Co. AWWA C-504 24" and larger06/12/03 E1-30 Valmatic American Butterfly Valve Valmatic Valve and Manufacturing Corp. Valmatic American Butterfly Valve. AWWA C-504 Up to 84" diameter04/06/07 E1-30 Rubber Seated Butterfly Valve M&H Valve M&H Style 4500 & 1450 AWWA C-504 24" to 48"03/19/18 33 12 21 Rubber Seated Butterfly Valve G. A. Industries (Golden Anderson) AWWA C504 Butterfly Valve AWWA C-504 30"-54" * From Original Standard Products ListClick to Return to the Table of Content33
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019Water - Polyethylene Encasement 33-11-10 (01/08/13)05/12/05 E1-13 Polyethylene Encasment Flexsol Packaging Fulton Enterprises AWWA C105 8 mil LLD05/12/05 E1-13 Polyethylene Encasment Mountain States Plastics (MSP) and AEP Ind. Standard Hardware AWWA C105 8 mil LLD05/12/05 E1-13 Polyethylene Encasment AEP Industries Bullstrong by Cowtown Bolt & Gasket AWWA C105 8 mil LLD09/06/19 33-11-11 Polyethylene Encasment Northtown Products Inc. PE Encasement fro DIP AWWA C105 8 mil LLD* From Original Standard Products ListClick to Return to the Table of Content34
Approval Spec No. Classsification Manufacturer Model No. National Spec SizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Updated: 09/06/2019Water - Sampling Station3/12/96 Water Sampling Station Water Plus B20 Water Sampling Station* From Original Standard Products ListClick to Return to the Table of Content35
Approval Spec No.Classsification Manufacturer Model No.National Spec Size
Storm Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 11/28/18)
9/28/2018 33 05 13 Manhole Frames and Covers AccuCast (Govind Steel Company, LTD)MHRC #220605 ASTM A48 AASHTO M306 **24" Dia
9/28/2018 33 05 13 Manhole Cover Neenah Foundry NF-1274-T91 ASTM A48 AASHTO M306 32" Dia
9/28/2018 33 05 13 Manhole Frames and Covers Neenah Foundry NF-1743-LM (Hinged)ASTM A48 AASHTO M306 32" Dia
9/28/2018 33 05 13 Manhole Frame Neenah Foundry NF-1930-30 ASTM A48 AASHTO M306 32.25" Dia
9/28/2018 33 05 13 Manhole Frames and Covers Neenah Foundry R-1743-HV ASTM A48 AASHTO M306 32" Dia
4/3/2019 33 05 13 Manhole Frames and Covers SIP Industries ++2279ST ASTM A48 AASHTO M306 **24" Dia
4/3/2019 33 05 13 Manhole Frames and Covers SIP Industries ++2280ST ASTM A48 AASHTO M306 32" Dia
++ Portions of this product is not made within the United States
CITY OF FORT WORTH
TRANSPORTATION & PUBLIC WORKS DEPARTMENT
STORMWATER MANAGEMENT DIVISION
STANDARD PRODUCT LIST
**Note: All new development and new installation mahnole lids shall meet the minimum 30-inch opening requirement as specified in City Specification 33 05 13. Any smaller opening sizes will only be allowed for existing manholes that require replacement frames
and covers.
Updated: 04/03/2019
* From Original Standard Products List Click to Return to the Table of Content 1