WA9302-SP 951030 (3)SHIMEK, JACOBS & FINKLEA
CONSULTING ENGINEERS
DALLAS, TEXAS
un Corporation
Eleve eal Road
Wake~el 01880-1292
arls1 Jr
Re: City of Coppell
Village Parkway Ground Storage Res. No. 2
We are transmitting herewith 4 copies of the submittal data furnished by you.
follows:
Submittal No. No
No. of Exceptions
Copies Dwg. Description Taken
2D 7 Revised Natgun Shop dwgs. 13 of 77 XX
2D 7 Revised Natgun Shop dwgs. 13 of 77 XX
Date: October 30, 1995
These copies have been reviewed and marked as
Rejected
Explanation
Make Revise Submit
Corrections and Specified
Noted Resubmit Items
Remarks:
By copy of this letter we are returning 2 copies of the submittal to Mr. Larry Davis, City of Coppell.
By:
Matt ~c e
Checking of shop drawings by Shimek, Jacobs & Finklea is only for general conformance with th,~ design concept of the project and general
compliance with the information given in the contract documents. 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; coordination of his work with that of all other trades; and performing his work in a safe and satisfactory manner.
SEE DWG. 4.10
FOR TYPICAL WALL
PRESTRESS DETAIL
· TANK RADIUS = 92'-6'
BELOW KEYW .Y
~' ' Ck._ OF I 2" ATERS 0; I = '-4" OP MA , 1' CL
~. :HOETTVT:~ETE
EPOXY BONDING
1:3 MIX .~ , I /we 2'-6"I.AP MIN.
.. r ,
,'
; cL. ,
EL, 451.50Ij 1j '.' '..':1:.1"'t!"!" Zp,~ e~s f '\
STAGGER ALL LAPS "~' "I' "-L' "', 2'-6"LAP MIN.
WATERSTOJ SUPPORT '" "':*'l::"'i 4 IA N T
HOG RINGS 0 1'-0"o.c. ~2" D . CO E E 6" T
&TIE WIRE TO REBAR PIER SEE DWG. 1.10 CARDBOARD TYPICAL
1'-111' ~ !E FOR LOCATION ON TOP OF SUBGRADE
. 4 ..12 5
1"
~-THICK MASONITE ON TOP
RADIUS= 95'-6" ~/ , OF CARDBOARD
NOTES:
1. REFER TO GEOTECHNICAL REPORT FOR DETAILS CONCERNING TANK
BASE PREPARATION.
2. THE TANK FLOOR SLAB SHALL RECEIVE A MECHANICAL STEEL
FLOAT FINISH.
3. CONCRETE FOR FOOTING AND FLOOR SHALL BE f'c = 4,000 psi.
4. REINFORCING SHALL BE GRADE 60.
5. EPOXY BONDING AGENT TO BE APPLIED TO WALL BASE BEHIND
THE WATERSTOP AND TO THE WALL SLOTS FOR THE FULL HEIGHT
OF THE COVE.
ELO IVIG WATER BTORAGE RESERVOIR
ULJ..fl---~L., TEXAB
ENGR: Ell-eVE<, JACOBB & FN<LEA
D/M,I_/k8. 'I'I~XAB
JOB No. B5C11
~- rt 5 p'l, ~ 7/Eq/B5 SHEET I ~ OFq "'7
· w
REBAR
DETAIL "A"
("rT'~,,CO: REQ'D)
11-F
2'-10"
1 __ 0!!
REBAR
DETAIL "B"
(1,200 REQ'D)
g lil f,! Information contained heroin Is the property of Natgun CorpefatloeX, and ins,/:,;:;.i
IF~'; ;.;' ,kq,~tee, ~..hm o,' :. pro, .. f. o.~' h. V.m.~ review pullssea, m' ~
B~P~B ~.~'TT:. to othw8, without the pdo~ exxon wdtton pormbdon of Natgun ~
NATGUN CORPORATION
II TIN. lOAD WAI!ILD, MA 01880
[=~w MG WATER STORAGE FIEBERVOIR
'a;,:-:~l, TEXAS
= ,:, c] --; t~"IeVIEK, JA & I=F',IKLEA
DALLAEI, TEXAS
JOB No.* 95Cll
REINFORCING BAR BENDS
NT8
~ 7/E4/915
~'~10 EXCEPTION TAKEN [] MAKE CORRE :',',Oi~lS h~'-':', E~
[] REJECTED [] REVISE AND RESUB
[] SUBMIT SPECIFIED ITEM
Checking is only for general conformance with the ~'~
concePt of the proiect and general comp:iance '=
information given in the contract document"- A ',
shown is subject to the requirements of the ! -'
specifications. Contractor is responsible ~:
which shall be co~irmed and correlated c~ ,~e
fabrication processes and techniques of con' u
ordination of his work with that of all othe, ~r'~e
~orming his work in a safe and satislet o y m,.nne:.
SHIMEK, JACOBS & FINKLEA
CONSULTING ENGINEERS DALLAS, TEXAS