HomeMy WebLinkAbout0004.99 Site PlanSENT BY:SCHNEIDER ENGINEERING ;12-30-98 ; 3:25PM ; (317)895-2803 317 577 3853;9 21 3
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�� The 3020 North Past Road Engineering
Indiauapotis, Indiana Surveying 00.0 PROPOSFD GRADE
Schneider iwae DodB landscape Architecture
Schneider
J Corporation 317-BBB-2003 GeoloU
P 917-BB5-2803 FAX GUS
eology
NOTE
THIS DRAVMNG.IS' BASED ON CONSTRUCTION PLANS OR RECORD DRAWINGS AND IS NOT BASED UPON A FIELD SURVEY. THE SCHNUDEN CORP. DOES NOT
WARRANT, THE 'ACCURACY OR SUFFICIENCY OF THIS INFORMATION, THE CONTRACTOR SHOULD VERIFY EXISTING CONDITIONS PRIOR TO ANY CONSNRUCTION, ANY
DISCREPANCY tOUND UPON THIS DRAMNG SHOULD BE REPORTED TO THE SCHNEIDER CORP. IMMEDIAILLY; FAILURE TO 00 SO MLL RESULT IN THE
CONTRACTORS ASSUMPTION OF UABIUTY.
NOTE:
THE BASEMENT ELEVATION DEPICTED HERtON HAS'BEEN DETERMINED AND BASED UPON THE PAD GRADES AND OR CONTOURS TAKEN FROM THE CONSTRUCTION
PLANS FOR THE SUBDIVISION. UNLESS STATED, NO INFORMATION ABOUT FLUCTUATING WATER IABIES, SOIL CONDITIONS OR SOIL TYPES WITIIIN THE BUILDING AREA
HAS'DEEN PROVIDED OR,,,STATED ON SAID'PLAN. ,,IT IS RECOMMENDED THAT BASEMENT FINISHED FLOOR Fl_EVATIONS BE AT LENST,(1) WOT_ABOVE THE NORMAL
'POOL `LI.EVATI*OF_ANY ADJOINING BODIFS OF WATERWNIlSS_A SIUDYOF FACTS'REVEALS;OIHERWISE � IF DURING THF.'6CAVATION PROCESS, ANY GROUNDWATER
IS WIINESSEDTTHE SCIINEIDER'CORP. SHOULD-RF'NnMED IMMEDIATELY THE BASEMENTELEVATION WOUI.OBE RAISED (2) FLEI ADOVT THE GROUNDWATER._
LEVEL.,AND ADDITIONAL CONSTRUCTION TECHNIQUES SHOULD BE INCORPORATED 10 ALLEVIATE FUTURE PROBLEMS.
NOTE:
IN THE RESIDEN IIAL DISTRICTS LIMITING
HEIGHT TO TWENTY—FIVE (25) FEET, A
DWELLING MAY BE INCREASED iN HEIGHT
TO THIRTY—FIVE (35) FEET PROVIDED
THE SIDE AND REAR YARDS ARE
INCREASED AN ADDITIONAL FOOT FOR
EACH FOOT SUCH STRUCTURE EXCEEDS
TWENTY—FIVE (25) FEET IN HEIGHT.
PER CARMEL ZONING ORDINANCE 26.1.1.
H.P.
522 90.00, S1.9
10' DU;sE --
-----�.)--- -
LOT # 114
12F600 SF
A -� -
I ASSUMED NORTH
SCALE- f' - 30'
'INV-750.59
PER PUN
NOTE
SIDEWALK TO BE PLACED
1' E'ROM PROPERTY LINE,
65.1' 70.1' 5' FROM BACK OF CURB,
11 PER PLAN.
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CANTIGNY WAY EAST
W R'W
NOTE.
CHECK VALVE
MAY. aE.NEmm.
aN sAN. uTvuL
SM 3L�ER
TCa750.10
TC=752.10
PIN PUN
PER PUN
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52 5
PREPARED FOR RYLAND HOMES
PROPOSED BUYER(S): JOSEPH AND MILA LAKHTER
PLOT PLAN LOT # 114 PLUM CREEK RIDGE SECTION 3
INSTR. # 9809859918 PC # 2 SLIDE # 176
PROPERTY ADDRESS 12960 CANTIGNY WAY EAST
* APPROXIMATE LOCAIION
CONFIRM BEFORE
CONSTRUCTION 6' SAN. LAT.
AND WATER SERVICE LINE
i
s
<.1 SLOp
TYPICAL SWALE SECIICN
NOTE: GARAGE F.F.E. IS
PROPOSED TO BE 1.8' ABOVE
DRIVEWAY AT CURB PER PLAN.
SQUARE FOOTAGE
LOT — 12,600 SF
SOD — 458 t SO YDS
EVEN WITH REAR OF HOUSE
HYDROSEEDING - 6,277 t SF
CONC DRIVE — 650 f SF
PUBLIC WALK - 360 t SF
JOB # 98-4646-14
12/30/98 SMH