HomeMy WebLinkAbout0127.97 Site Plan SENT BY:SCHNEIDER ENGINEERING : 2-12-97 :11 :28AM (317)895-2803 317 577 3847:# 2/ 2
r� SCHNEIDER 3020 North Post Road Engineering
IndiaTTapolLs, Indiana Surveying
ENGINEERING 46226-0066 GIs • us
317-898-8282 Geology
317-a99-8010 FAX
J CORPORATION 317-895-2803 RESIDENTIAL
SURVEYING FAX
NOTE: NOTE:
THIS DRAWING IS BASED ON CONSTRUCTION PLANS OR RECORD THE BASEMENT ELEVAM)N DEPICTED HEREON HAS BEEN DETERMINED AND
DRAWINGS AND IS NOT BASED UPON A FIELD SURVEY. SCHNEIDER BASED UPON THE PAD GRADES AND OR CONTOURS TAKEN FROM THE
ENGINEERING CORP-:DOES NOT WARRANT THE ACCURACY OR CCNSTNHCFON PLANS FOR THE SUDDrv+SION. UNLESS STATED. No
SUFFICIENCY OF THIS INFORMATION. THE CONTRACTOR SHOULD INFORMATION ABOUT FLUCTUATING WATER TABLES, SOIL COND+TIONS.OR
VERIFY EXISTING. CONDITIONS PRIOR TO ANY CONSTRUCTION. ANY oR TIES MI.RN THE RECOMMENDED AREA HAS BEEN ENT FINISHED OR FLOOR
ON SAID PLANS. R IS REILDING ARE THAI BASEMENT PROVIDED OR'STATE
DISCREPANCY'FDUND UPON!.THIS'DRAWING SHOULD BE REPORTED ELEVATIONS BE AT LEAST.(Q.FOOT;ABOVE THE NORMAL'PODL ELEVATION
TO SCHNEIDER'ENGINEERING CORP..IMMEDIATELY; FAILURE TO'DO OF ANY.AD CININC BODIES 01 UNLESS A.STUDY OF FACTS
50 WILL RESULT IN THE CONTRACTORS ASSUMPTION OF7UABILIIY. REWALS OTHERWISE. -
O ,
80.00,
70.6 20', GREENBELT BUFFER 71.4
•:-"dt DU do SE 4m—
FLOW LINE
------------ - -----
I
I
I ASSUMED NORTH
I
SCALE 30'
LOT # 115 76.8,
1' =
11 ,738 SIF i o NOTE:
SIDEWALK TO BE PLACED
b I' FROM PROPERTY LINE,
5' FROM BACK OF CURB,
I PER PLAN.
I
1
I LO
0 ow 722 00.0 GRADE PER RECORD DRAtMNG
OSUNP .Te. / I d-
`— PUMP 'w,
IUNOVER 'c' ^ I Jk APPROXIMATE LOCATION
FRY t MSY I CONFIRM BEFORE
RES FIFE 2.2. a 773.4 J 117-127 CONSTRUCTION 6" SAN. LAT.
RES HE I AND WATER SERVICE LINE.
764.4 xaoo' I+
THREE CAR I
GAR HE I
1T.0' JB 772.4 p I 72.2 72.2 W 22' . .r x . 11.0'\ \ 4:1 SI T ORwc
22' W @ SE I 2310
W 28.0' 1 TYPICAL SWALE SECTION
80.00 I I
17061 WATER UNE. epnLA 1 70.8
.APRON W
------- - ---- ---- NOTE: GARAGE F.F.E. IS
ROLL CURB SSD TBM=770.9 W\ PROPOSED TO BE 1.5' ABOVE
w CURB AT DRIVEWAY T.B.M..
I
IVY HILL DRIVE
50' R/PY I qTY OF CARMEL MT.
I
TIC - 770.86
SAN SEWER PER SAN SEWER
I RECORD DRAWING
TC = 769.80 I
PER SAN SEWER
RECORD DRAWING L-
SQUARE FOOTAGE.
PROPOSED BUYER LOT — 11,738 SF
IAN & LISA SOD - 368 t SO YRDS
BRIAN EVEN WITH REAR OF HSE
IAN
HYDRO SEEDING - 6,307 t SF
PLOT PLAN LOT # 115 CONIC. DRIVE - 716 t SF
PLUM CREEK NORTH PUBLIC WALK - 256 i SF
SECTION THREE
INSTR. # 95 59876 JOB # 96-0800-14
PC # 1 SLIDE # 625 02/11 /97 DFH
5278 IVY HILL DRIVE
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