HomeMy WebLinkAboutset back�. SCHNEID,ER 3020 North Post Road Engineering
TWO CAR
GAR
Tndianapolte, Indiana Surveying
ENGINEERING 46226-0068 GIs • LIS
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317-698-8262 Geology
CGRPGR:ATI',GN 317=895-2803 FAX
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NOTE:
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THIS.ORAWINC. IS BASED ON CONSTRUCTION PLANS. OR RZCO,RD
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DRAWINGS AND ISNOT BASED UPON A FIELD SURVEY., SCHNEIDER
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ENGINEERING CORP. DOES.NOT WARRANT THE ACCURACY OR
SUFFICIENCY OF THIS INFORMATION. THE CONTRACTOR SHOULD
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VERIFY.-06ST1NC CONDITIONS PRIOR TO, ANY CONSTRUCTION_ ANY
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DISCREPANCY FOUND UPON THIS DRAWING'SHOULO BE REPORTED
TO SCHNEIDER "ENGINEERING CORP.' IMMEDIATELY. FAILURE TO DO
`UABIUTY,
ASSUMED NORTH
SCALE 1' 2D'
SO TALL' RESULT IN THE CONTRACTORS. ASSUMPTION OF
T_
COMMON AREA
13.2'
• BLOCK "A" .
� DE
DRIVE
FLOW LINE
62.,
29.9
15' BACK
30.9. �� ' ' • OF SWAGE
23.0'
DO&S 0
'10 00
LOT # 12
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5,794 SF;�,
W
TWO CAR
GAR
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oa 30.1
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834.9
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2NO FL -CANT,
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14.,,
T_
30.2
13.2'
;
24.00 13.1'
DRIVE
1740
FRS do MSY }
29.9
15' BACK
30.2 W
23.0'
RES..f.f.E: o
839'.4
N 1
20' DU&SE
TC=834.07
TDP. -OF VALL
ELEV.�
PER PLAN
35,.7'7
cd 835.44.33'
PO
10.3'
W
TWO CAR
GAR
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F -.F.3
oa 30.1
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834.9
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2NO FL -CANT,
5
L•,.'. Cr
8.3'
®
14.,,
22' BL
30.2
16'
DRIVE
29.9
15' BACK
30.2 W
23.0'
20' DU&SE
TC=834.07
TC=833.58
PER PLAN
35,.7'7
PER PLAN
® I -WALK ® SAN
s 30.2 APRON 29,9
' RODL.CURB.I�
EL•EV=833.8
ATHERTON DRIVE
50' R/1N
WATER LINE-�:_
W W ---
P.LOT PLAN LOT # T2.
PARKSI.DE VILLAGE
SECTION ONEINSTR, # '9609629979
PC .# 1 SLIDE ,# 692
572 ATHER:'TON DRIVE
NOTE: GARAGE F.F.E. IS
PROPOSED TO BE 1.;1' ABOVE
CURB AT pf21VEWAY T.B.M..
JOB # 96-1677-14
08/20/96 DFH
9