WA9903-SP000106 (2) SHIMEK, JACOBS & FINKLE~
CONSULTING
DALLAS, TEXAS
~ Date: January 11, 2000
Architectur tilities, Inc.
300 Wes amsey
P.O. x 11586
Fo orth, Texas 76110
Attention: Mr. Steve Dake
Re: City of Coppell
Addition of Pump Number 4 to the Village
Parkway Pump Station
We are transmitting herewith 3 copies of the submittal data furnished by AUI
These copies have been reviewed and marked as follows:
Explanation
No Make Revise Submit
No. Exceptions Corrections and Specified
Dwg. No. Sheets Dwg. Description Taken Rejected Noted Resubmit Items
Concrete Mix Design XX
4-1/2" Pressure Gauge & Assembly. XX
Flanges, Bolts and Gaskets XX
20" Tilted Disk Check Valve XX
Steel Pipe Fabrication Drawings XX
.- /
Re mar ks: . ~~
By copy of this letter we are returning ' 2 copies of the submittal to 'r~.Larry Da s
' ' By: Hen ~
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.
REVIEW DRA' JING - NOT FOR F,,e RICATION
4'-i! ·
'-9~' ' 8'
. -
ii -
II II
~ .... ~ .... ~ CL o~ New
u T
~ Exts~lng e4' F[cnge
I
E~==== ====% PUMP STATION PIPING ,
,j,
EPDXY LIned / Po~G Pox ~40
,
............ h~r ~ ...... ~ ' ' ' ' ' I ~ I I jl 1 II
't'~: ','~'.;,T{ W~h [h~t of a ,z ~' .~JT. ;f I I III I II II I
:: '-' "' ',:,: m a safe and sadsra,.:vs,y ,n:mner. E~lS~ln~ 36' V~[~ Plpln~ ~ II,I II II
:~;~':i;',i"/]i~, JACOBS & FINKLEA~ -~ METER ~ ,-<,
~ / By ~ ......... ~lI/i;r ...... ~ "'~
,~ ~ ADD~ MA~RI~
...... ~.~ ,.~.~ ~. <~Y~,~s> .. VAULT PIPING .......
" :':~' """"~:' VILLAGE PARKWAY PUMP STATION
SHOP NOTES:
1. Pipe sizes 12" thru 36" to be nominol OD, with minimum .25" wall, per AWWA C-200. , CiTY OF COPPELL, TEXAS
2. Res~roints per AWWA Mll T~e RR for 150 psi. AUi GENERAL CONTRACTORS
3. Flanges to be Closs "D" in occordence wi~h Toble 1 of A~A C-207 for 150 psi .................
4. Pipe ~ Fittings to be Cement Mortor Lined per A~A C-205. (Except Meter Vault Spool to be lined wi[h ........... PUMP STATION PiPiNG
2 coo~s Themac 1~0 Pore-Pox, ~o~el ~hickness 12 rail minimum) AND METER VAULT PiPiNG
5. Pipe end Fittings ~o be Sand Blasted (SSPC-SP-6 Commerciol) ond primed with one coo~ of Themac -. T.S.B. DATE 01/06/2000 JO~ ~o. P9908017
66HB-1211. REVZSZaNS
REVIEWED AND SUBMITTED BY
AUI GENERAL CONTRACTORS
300 W. RAMSEY
FORT WORTH, TX 76110
Spedfication Section: ~ c 3 ~l
Submittal Number: c '7