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11099 +q0
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TIME
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DATE
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FILE NAME
C:OWork\ProjectV
TIME
2:43:07 PM
DATE
811712010
PLOTTED BY
dlo
DESIGNED BY
R. JAHNS
ENTERED BY
L. CHAN
CHECKED BY
M. MADDEN
PROD. ENGR.
L. HODGSON
REGIONAL ADM.
D. DYE
'A DRAIN
TUBE (TYP.)
6" DIA.SUMP (TYP.)
CLASS 3000 CONCRETE
F_
WE
FOUNDATION
MS
DETAIL
314109
FOR
VC CABINET
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AT
STA.
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11105
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VIEW
JV00021dmsO2268\BTJV0002 DE TS 167- AB.dan
AS -BUILT
NDC 101 -CURB & FENCE
IFC
REVISION
NOT TO SCALE
REGION STATE
NO.
10 WASI
JOB NUMBER
7/6/10
MS
314109
M.S
CONTRACT NO.
C -7295
3114108
RJ
DATE
BY
LOCATION NO.
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ALL PROTECTION FENCE (SEE RWD 2
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S E C T ION B - B
NOTES0
1, ALL REINFORCING STEEL SHALL HAVE A MIN® OF 2" CLEAR COVER®
20 ALL CONDUITS SHALL BE CLUSTERED TOWARD REAR OF THE CABINETS®
3, SLOPE FOUNDATION 1/4 " /FT, TO THE EDGE,
4, SLOPE PADS a /4 " /FT® TO THE SUMP IN CENTER®
5, ALL CONDUITS SHALL HAVE A COUPLING FLUSH WITH THE SURFACE OF THE FOUNDATION
AND A NIPPLE THAT EXTENDS 2" UP®
60 ALL CONDUITS SHALL BE HOT DIPPED GALVANIZED OR PVC®
7, PLACE SILICONE BEADED SEALANT BETWEEN CABINETS AND PADS®
8, BOLT PATTERN IS PROVIDED BY CABINET MANUFACTURER. BOLTS SHALL BE S /8" DIA., BY
6" WEDGE ANCHORS®
9, CONCRETE SHALL BE CLASS 30009 UNLESS OTHERWISE NOTED®
10, ALL ANCHOR BOLTS SHALL BE HOT DIPPED GALVANIZED® ALTERNATE® STAINLESS STEEL
CINCH BOLTS PER MANUFACTURER'S RECOMMENDATION.
1 1-11 V1— 1 VW19 V/1 14 W .L is
SECTION C-
18" WIDE
;ONCRETE
T 26912E