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HomeMy WebLinkAboutset back�. SCHNEID,ER 3020 North Post Road Engineering TWO CAR GAR Tndianapolte, Indiana Surveying ENGINEERING 46226-0068 GIs • LIS Q 317-698-8262 Geology CGRPGR:ATI',GN 317=895-2803 FAX F -.F.3 NOTE: �O• THIS.ORAWINC. IS BASED ON CONSTRUCTION PLANS. OR RZCO,RD O \% DRAWINGS AND ISNOT BASED UPON A FIELD SURVEY., SCHNEIDER v ENGINEERING CORP. DOES.NOT WARRANT THE ACCURACY OR SUFFICIENCY OF THIS INFORMATION. THE CONTRACTOR SHOULD Q VERIFY.-06ST1NC CONDITIONS PRIOR TO, ANY CONSTRUCTION_ ANY � 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 I 5,794 SF;�, W TWO CAR GAR ® - -•• - _ F -.F.3 oa 30.1 r 834.9 N v N 2NO FL -CANT, � � Y - 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 ® - -•• - _ F -.F.3 oa 30.1 r 834.9 N v 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