HomeMy WebLinkAboutT-269267I
0
E
,a@ i' -0 ° MAX. WAY
(TYP. TOP 6 BOTTOM)
M)
TOP OF BARRIER
DRAINAGE CHANNEL
LEVEL CABINET REAR
................... r
I:
:e
SEE awmumm
PLANS FOR CONDUIT
AND VA.- SIZE
V
TO GROUND ROD
SEE STD, PIAN J
i�
CLAMP RARE
N COPPER
WRE TO FEW
TOP SUB
ELEV. SIM
rv� INP 2 PIACES)
S+
__ __ I CV
(4'X6')
w DIA.
SUMP
ITYP.)
PLAN
CABINET FOUNATION DETAIL
STA, NB405 1238 -01
HIS
NOTES:
1. ALL CONDUITS SHALL BE CLUSTERED TOWARD REM OF THE CABINETS.
1 SLOPE FOUNDATION 114'tFT.T0 THE EDGE.
3 SLOPE PADS 1141FT. TO THE SUMP IN CENTER,
9, ALL CONDUITS SHALL HAVE A COUPLING FLUSH WTH THE SURFACE OF THE FOUNDATION
AND A NIPPLE THAT EXTENDS 2 'UP.
5, ALL CONDUITS SHALL BE HOT DIPPED GALVANIZED OR PVC.
S. USE SILICONE BEADED SEALANT AROUND CABINETS AND PAD,
T. BOLT PATTERN IS PROVIDED BY CMINET MANUFACTURER. BOLTS SHALL BE W- DA BY 0'
MODE ANCHORS,
B. CONCRETE SHALL BE CUSS MO.
B. ALL ANCHOR BOLTS SHALL BE HOT DIPPED GALVMIZED. ALTERNATE: STAINLESS STEEL
CINCH BOLTS PER MANUFACTURER'S RECOSMENDATION. BOLT SHALL EXTEND A MIN.1 1Q'
MOVE THE CONCRETE PAD,
10. SEE SHEETS TSNODG THROUGH TSNG-07 FOR WRE NOTES,
11. CLEAR COVER FOR REINFORCING STEEL BOTTOM OF SLAB SHALL BE Y AND 701HERWSE.
12. SEE SHEETS INPSP- 8 W-PSP-25 FOR RWIT DETAILS.
RNV1T
SEE NOTE 12
SEE SHEET 11410
PVDOOT FOR CONDUIT
ORMNAGE
CHANNEL DETAILS
-TOP SUB
TOP OF BARRIER
ELEV. 81.88
t
u
Inn u
CABINET REAR
RW-1T SEE
r
SHEET FOR
- - --
neu
�t
-T�
8" 010.
- - --
tln MA%. EA 4WY
STING
SUMP.(iYP))
I
xwER
..
SECTION
A
NTS
PUCE CONCRETE
INTEGRAL WITH F
-TOP SUB
TOP OF BARRIER
ELEV. 81.88
CABINET REAR
RW-1T SEE
r
SHEET FOR
- - --
OFIL
PUNRROFILE
�t
-T�
- - --
tln MA%. EA 4WY
I
(T YP. To TOP 8 BOTTOM))
..
. FI. --------
AM"m WN
TAS LE
D MO K GM
D MGAFAR
PACHAGE: 7624
RFC -4C
TO SEE STD. PLAN R.O MD
Cl-AMP BANE COPPER
W T �_
RE TO REBAR G
IWO
CHAIN
TUBE
MR)
FINISHED GRADE
NT CONCRETE FASCIA PANEL
NT SHOTCREFE FACING
R0 B 1' 4' MAX. EAL WAY.
(TYP. TOP 8 BOTTOM)
Ctl
(4 °X6`)
SEE ILLUMINATION '
PUNS FOR CONDUIT
AND FARE SITE
JOINT
co
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