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15#
7 /li
ROOT
2x8
16'
1x6
SOFT
6' 1
3/8
1x6
31/9
R -1
R -1
MET
24'
32'
1/2
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1/2
R -3
BRI
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TOT
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BLC
8'x
BLO
16'
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BARS
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?x12 F.J. 16' O.C.
12' BATT NSULATI ❑N
� -40
4' CONC, SLAB
4' (MIN.) GRAN FILL
112' EXPANSION JOINT
112'x8' ANCHOR BOLTS
6' O.C.
SCALE :1 /2 " =1' -0"
IV
FUTURE
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PLOT PLAN
PROPOSED SPOT
ELEVATION
DRAINAGE
ARRROW
800,00'
UMP,PIT LOCATIION
ONNECT TO EXISTING
UBSURFACE DRAIN SYSTEM
ONCRETE DRIVEWAY
DROPOSED 2 STORY
RESIDENCE FINISHED
-IRST FLOOR ELEVATIOM
344,5'
30' BUILDING
-IMIT LINE
CURB
SCALE: 1/16' =
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