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TOP b BOTTOM)
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SEE ILLUMINATION
PLANS FOR CONDUIT Td"
AND WIRE SIPS FOR
POWER
9/4'0 DRAIN - -_. �.I �- --
TUBE (TYP.) t-�—}-
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1140 DRAIN
TUBE (TYP) I
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SEE ILLUMINATION
CONDUIT 1
PLANS FOR CONDUIT
AND WIRE SIZE I 1
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B' Du. SUMP (TYP.J
CLAMP BARE 96 COPPER
WIRE TO REBAR N.,
M GROUND ROD I
BEE STD, PLAN J -9A
8
SUMP (4) I
TO GROUND ROD ' 1
SEE SM. PLAN J -9A
1 O
CLAMP BARE N COPPER
WIRE TO REBAR
BACK OF EXISTING I _`J -1—
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CABINET
REAR
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CABINET FOUNDATION DETAIL
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CABINET
REAR
PLAN
CABINET FOUNDATION DETAIL
STA SBB w &1288 +50
64 ® T• ' MAX EA WAY
(TYP.TOP b BOTPOM)
F EXISTING
PLAN
PARKER
i
"MIN.EMBEDMENT
CABINET FOUNDATION DETAIL
6 FOR
51 g'0 RESIN BONDED ANCHOR.
STA. SIMOS 125.25
O�
NOTES:
.a_
NTS
i. ALL CONDUITS SHALL BE CLUSTERED TOWARD REAR OF THE
S'E" CHAIN LINK FENCE
-SIDE
g•JF
T-0"
CABINETS.
I
(SEE MOUNTED
u'f
FENCE POST DETAIL%
A 0 p-0" M. Q9P CONCRETE PAD
D W
2. SLOPE FOUNDATION 9!4'967 TO THE EDGE.
(3116)
TOP & BOTTOM)
yp!
FINISHED
S SLOPE PADS 114967, TO THE SUMP IN CENTER
r
��i (3116)
�i
GRADE
4. ALL CONDUITS SHALL HAVE A COUPLING FLUSH WITH THE SURFACE
!
f311g'x HOLES
OF THE FOUNDATION AND A NIPPLE THAT EXTENDS 2 -UR
S. All CONDUITS SHALL BE HOT GIPPED GALVANIZED OR PVC.
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6. USE SILICONE BEADED SEALANT AROUND CABINETS AND PAD
1-0
T. BOLT PATTERN IS PROVIDED BY CABINET MANUFACTURER. BOLTS
SHALL BE SXI' MA. BY 6- WEDGE ANCHORS.
e. CONCRETE SHALL BE CLA55 3(%10.
T�
ft @ 1'4Y, MAX
(TYP. EA. FACE)
9. ALL ANCHOR BOLTS SHALL BE HOT DIPPED GALVANU:ED.
4 la' 4 12"
MAX. (fYP.)
r(T-YR
ALTERNATE: STAINLESS STEEL CINCH BOLTS PER MANUFACTURERS
RECOMMENDATION. BOLT SHALL EXTEND A MIN.1 112 "ABOVE THE
SIDE
MOUNTED
.
CONCRETE PAD.
•FINISHED
10. SEE SHEETS TSNA04 THROUGH TSN407 FOR HARE NOTES.
NTS
SLOPE
11, CLEAR COVER FOR REINFORCING STEEL BOTTOM OF BI LS SHALL BE
"OTHERWISE.
WAND 2
eR
2
TION A
12 FOR CHAIN LINK FENCE DETAILS NOT SHOWN, SEE WAPSP4 .
�1 um. {�
per.
NTS
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MIN.
2
NO.
MOUE DATE
ISSUE RECORD - DESCRIPTION
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