WA9601-SP 990720LANDMARK STRUCTURES, INC.
1665 Harmon Road
Fort Worth, Texas 76177
(817) 439-8888
Fax (817) 439-9001
TO: Shimek, Jacobs & Finklea
8333 Douglas Avenue, Suite 820
Dallas, Texas 75225
LETTER OF TRANSMITTAL
Date 7/20199 ~J®. No.
Attn:
Mr. Gary C. Henddck~, P.E.
Re: Wagon Wheel Ranch
2.0 MG Elevated Storage Tank
Bid. No. Q 0198-03
City of Coppell, Texas
9802
WE ARE SENDING YOU THE ATTACHED ITEMS:
Copies Spec. Section . Submittal No.' Description
5 NCTCOG 2.2, 25A Concrete Mix Design Resubmittal
7.4 $ Sheet · 3000 psi
#1 of 17
THESE ARE BEING TRANSMITrED:
Information for Record
O&M Data
X Information for Engineer's Approval
X Retum 2 Copies
CERTIFICATION:
This Information has been reviewed and determined to be in compliance with the contract document~
including plans and specifications as modified by addend& change orders and field orders. Any
exceptions to the contract documents are noted below.
EXCEPTIONS / REMARKS:
Joe Swinnea
Wagon Wheel Ranch
2.0 MG Elevated Storage Tank
Project No. WA-96-01
City of Coppell, Texas
Submittal No. 25A
Spec. Section: NCTCOG 2.2, 7.4 and Sheet 1 of 17
CONCRETE MIX DESIGN
Mix ~906 - 3000 psi
· Pier Caps a~JEe~TEDrTI~N TAKEN [] MAKE CORRECTIONS NOTED
[] REVISE AND RESUBMIT
[] SUBMIT SPEGIFIED ITEM
Checking Is only for general conformance with the design
concept of the project and general compliance with the
information given in the contract docuraents. Any action
shown is subject to the requirements of the plans and
specifications. Contractor is responsible for: dimensions
which shall be confirmed and correlated at the job site;
fabrication processes and techniques of construction, co-
ordination of his work with that of all oLher trades and
performing his work in a safe and satisfactory manner.
SHiMEK, JACOBS & FINKLEA
CONSULTING ENGINEERS DALLAS, TEXAS
Date By
PROJ'ECT:
SPECIFICATIONS:
lilY,. DESIGN NO, 906
APPLICATION:
2Q~RID STR~GT~
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108 DZGRE~ r
MATernAl_
A.STM $TAN'D_~S
VOLUI
LI~EtTWZP~RT ASTM C330 ooo
fINE AGG. ~ C33 llSl
~AGCa A,WTMC33
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AD1MX,m. t UMI ASTMi C494 ~ IP 00.0
ADOmONAL WAT~R ADDEO IN IX _f~_-~S OF Sl~ SLUMP ~. ,~T CXJST(:Im~'m.S RISKm
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