WA9302-SP 951030 (2)SHIMEK, JACOBS & FINKLEA
CONSULTING ENGINEERS
DALLAS, TEXAS
Na un Corporation
Eleve eal Road
Wake~el 01880 1292
Sl Jr.
Re: City of Coppell
Village Parkway Ground Storage Res. No. 2
Date: October 30, 1995
We are transmitting herewith 4 copies of the submittal data furnished by you. These copies have been reviewed and marked as
follows:
Explanation
Submittal No. No Make
No. of Exceptions Corrections
Copies Dwg. Description Taken Rejected Noted
2D 7 Rev. Natgun Drawing 24 of 77 XX
2D 7 Rev. Natgun Drawing 25 of 77 XX
Revise Submit
and Specified
Resubmit Items
Remarks:
By copy of this letter we are returning 2 copies of the submittal to Mr. Larry Davis, City of Coppell.
By: ~/~ ~att'Hick~e.I.T.
Checking of shop drawings by Shimek, Jacobs & Finklea is only for general conformance with the 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 confm'aed 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.
" I'
2, dG, 5,00 FOR 1YPICN, FLOOR/ND FOO'nNG REINF,
3. E]4GASDdDIT GONGR(TE SHALL BE rc = 3.000 pit.
4.. RaNFORCING SKaU. BE GRADE eo. (~ 3G
FLG.x P.l:'.x 11'-l'LG. ' '
S. PERS NOT SHOWN FOR CLNaTY. SEE DWG. !.10 FOR LOCATIONS. CrO ~. LD4G114 OUT-TO-OUT) '
6. PPE ~ BE ANCHORED IN ~ DURING ENGAS[G 31 T.
CONGR[IT POUR TO PREVENT PiPE UPL.W'r. I
7, ONE PiPE I~DUIRED THIS LAYOUT. SEE DWGS. 1.~ k 8.40 FOR LOCATION ,avND ORIENTATION. / ' | F,.POXY COAT
I f~J DUCTILE IRON PIPE
8. IqELD CUT REINFORCING THAT INT~ wrrH PIPE ANO PROVIDE 2'CL
9. SEE DWG. 8.gO FOR REBAR BDIDS. O 6 S.S. SUPPORT ' ' ·
BRACKET (3 REQ*D) ·
SEE: DWG. 8.55
; 3~e"DIA, D,I,C,L PiPE
<:~ ,,-...
(TOTAL LE:NG1H OUT-TO-OUT)
,.
I SyN:_U~L(- 'Z0" Ill5 · 12'e,c,-BNI
.. ,. --'v~
EL &S3..OQ SHOWN FOR CLARITY
t5 · 12'o,¢, - BAR 17-28 17 t5·lZ'o,c, _J;5812"o,c, t5 · 12"o,c, ALL ARObND RPE , 8,80
.1 .SEE CH&RT A BAR 15' 9J~q 14.
, , . { ~ SE0WG, 8,80 .
,T' I I 1 9158'6'
CJ. 1"
t5 · '12'o,c.e,wr~ ,'~ 3'-11t
fCL-- -- J5 · 12'o,c,
I SEE DWG. 8.30
I
I
.-L,_
CHART A- #5 REARS
met Law~ #~ 'ae lLUa~ Imc~o
I 33'-10' 1 lg 6'-g'
2 32'-3" 1 20 6'-t 1
3 30'-7" I 21 5'-10' 1
4 28'-t0' 1 22 5'-4"
5 27*-0'* I ; ,23 4'- 1 a' 1
6 25'-0' 1 24 4'-3"
7 ~22'-7' 1 .25 3'-g' 1
8 ;20'-4" 1 26 3'-2"' ' 1
9 i17'-!1' 1 27 2~-7" 1
10 15'-3" 1 28 2'-if' 1
I1 II'-~' 10 20 30'~' 1
12 15'-3" I 30 30'-6= 12
13 18'-4' I 31 26'-3" I
14. 10%5' 14 32 24'-4' 1
I 5 g'-3' 3 33 22'-5' 1
16 8'-!" 3 34 20'--0" 1
17 7'-8' 1 35 17'-f' 12
18 7'-3" I
........... ' :k"--"'S1: THICK liI~C)NIT1E ON TOP
::::'*"""~'{""' ~
""~" ',:~ OF CARDBOARD
RER SEE NOTE 5 6' THICK CORRUGATED
4-t5 - BAR 'K" J CARDBOARD TYPICAL
SECTION (~)
24'. DIA, CONCRETE
PIER SEE NOTE 5
36' DIA, P.C.C.P.
gO' BEND
15 "U" 9ARSet:Z'o.c.
lY, R 'F -SI~ NOTE g
EL 441.gi
!1 TEAL ROAD
B.O MG WATER STORAGE RESERV(::)R
COPPELL, TEXAS
EI"4C-.-~: SHIMEK,. JACOBS & FN<LEA
DALLAS, TEXAS
SECTION VIEW AT INLET
owK mY/v~ _~ f-~ ~ NTS
~FT~ 7/21/95
WAKEREID, MA 01880
IF~-'~ '~ kfor=.~ ¢.e.., h.,... ~ property of Natgun Corporation, and may not
E~/~ b. ~..to.~ · who:. o, ~ p.,...d for o,~., th.. ~t,... r.. p.,poe.~ o: ...-
~ closed to others, without ~e prior express written permission of Natgun CorporCion.'
NATGUN CORPORATION
TANK WALL
·
SIDE VIEW
316 S.S. ANGLE
i
4'-5 318'
'n'P.> D ' o,,,, i
I
HOLE FOR ~+ 3" LG. 316 S.S.
4 x
HEX. HD. BOLT W/WASHER AND HEX.
HEAD NUT (2 REQ'O).
"TI:.IICK x ,.,f' HIGH 316 S.S.
FLAT BAR WORKED AS SHOWN
SPONGE PAD
SEE NOTE 2.
PLAN
~--cp HOLE FOR 4~4> x 4~- LG. S.S.
WEDGE ANCHOR. 2 REQUIRED WITH
31--" EMBEDMENT ¢
NOTES:
1. MATERIAL SHALL BE 316 S.S.
2. 3"HIGHx 1"THICK x 10'-9"LG.
NEOPRENE SPONGE PAD SHALL BE
ATTACHED TO INTERIOR OE SUPPORT
BRACKET WITH ADHESIVE.
3. THREE (3) BRACKETS REQUIRED
THIS LAYOUT.
4. BRACKETS SHALL BE LOCATED AT
10'-0", 20'-0" AND 30'-0"
ABOVE THE TANK FLOOR.
(I) p4 N,
REVo NO. DWN. CHKDo
· The information contained herein is the property of Natgun Corporation, and may not
Ii/g~/~f~: be duplicated, in whole or in part, used for other than internal review purposes, or dis-
DATE closed to others, without the prior express written permission of Natgun Corporation.'
NATGUN CORPORATION
I! TEAL lOAD WAKEREID. MA 01880
8.0 MG WATER STORAGE RESERVOIR
COPPELL, TEXAS
ENGR: SHIMEl<, JACOBIS &FIr, JI<:LEA
DALLAS, TEXAS
JOB No. 95Cll
PIPE STRAP
DW~L EY i~,~H, SCALE NTS owe. NO. 8.55
CHK~ .Y ,~'/'1 DATE 7/E1/S5 SI-EET ~5 OF 7 7
!j""'~N'O EXCEPTION! TAKEN [] MAKE CORRFCTIONS NOTI~I~
[:::3 REJECTED [Z} REVISE al',l~ RE.$!JBMI~
[] S~BMIT SPECIFIED ITEM
Checkir~g is only for ge:~eral conformance with the design
con, cept of the r~-ofect ancr general compliance wi;'h fhe
inferma~bn g~ven i~ th~ contract documents, Any
~hown is subject to the requirements of the plans
specifications, Contrader is responsibte for', dimerosions
which shall be co~irmed and correlated at the iQb slte~
fabdcatbn processes and techniques of construction,
ordination of his work with that of all other trades and
performing his work in a safe and satisfacto~ m~nner,
SHIMEK, JACOBS & FINKLEA
CONSULTING ENGINEERS DALES, TE~S
IT
'!
II