WA9903-SP000107 SHIMEK, JACOBS &
CONSULTING EN~
DALLAS, TEXAS
~ Date: January 11, 2000 ~00
anuar
Architectur tillties, Inc.
300 Wes amsey j~~]
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
Remarks: .
By copy of this letter we are returning 2 copies of the submittal t . y
/ Gary C. Hen i~ ~s, P/. X.)
general compliance with the information
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 perforrr~ng his work in a safe and
satisfactory manner.
Date:
01/07/2000
I
Chaxley's Concrete Co., Inc.
PO Box 1106
Keller, Texas, 76244
Office (817)431-2016 Fax
t: 5600
Contractor: AUI
Proice!: Pump Station
Coppert
Mix Specffications: 4000 PSI.
Strength: 4000 PSI
Slump: 3" - 5"
Other:
Materials
Weights
Cement
Type
Fly Ash
ASTM C-618 TYPE
564 Lbs
Coarse Aggregate
Coarse Aggregate
Lightweight
Fine Aggregate
'Fine Aggregate
ASTIVI C-33 #
ASrM c-33 /gdV
A ixtttre'
Sika Plab'tocrete 161 N
'Admixture
A~TM Cd194 TYPE
ASTM C494 TYPE
3.00z/100 Wt
ASTM C-260
Water/Cement Ratio 0.49' 275 Lbs
We Require that we receive the test results from this job. Please send the results
to the address above.
Production Manager
REVIEWED AND SUBMITTED BY
AUI GENERAL CONTRACTORS
300 W. RAMSEY
FORT WORTH, TX 76110
Specltka-'lion Section:
SubmitlsI Number:
DillS: /-/0
Date:
01/07/2000
Chaxley's Concrete Co., Inc.
PO Box 1106
Keller, Texas,
Office (817)431-201
Contractor: AUI "
Project: Pump Station
Coppert
Mix Specfficaliorm: 4000 PSI
Strength: 4000 PSI
Slump: 3" - 5"
Other:
Materials
Weights
Cement
Type I
Fly Ash
Coarse Aggregate
Coarse Aggregate
Lightweight
Fine Aggregate
"Vine Xg/regate
TYPE
ASTM C418 TYPE
564 Lbs
ASTIVI C-33 #
ASTM C~33 #
ASTM C-330
ASTM C-3,3
ASTM C-33'
1276 Lbs
Sika Plastocrete 161 N
"'Admixture
' ' ASwh,t c494 TYPE
ASTM C494 TYPE
3.00z/lO0 Wt
Admixture
ASTM C-260
Water/Cement Ratio 0.49 275 Lbs
We Require tha~ we r~ceive the test restfiB from this job. Please send the results
to the address above.
Production Manager
REVIEWED AND SUBMITTED BY
AUI GENERAL CONTRACTORS
800 W. RAMSEY
FORT WORTH, TX 76110
S~ ~.
SulatltteJ Number:
I ~ t o - ,~ o o o