HomeMy WebLinkAbout 0081.00 Site PlanSENT BY:SCHNEIDER ENGINEERING ; 1- 4- 0 ; 2:47PM ; (817)895-2803317 561 7702;S 2/' 2
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3020 North Post Road
Engineering
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SCHNEIDER
46226-0088
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317-098-8282
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317-6R5-2803 FAX
CORPORATION
NOTE:
THIS DRAWING IS BASED ON CONSTRUCTION PLANS OR RECORD
DRAWINGS AND IS NOT BASED UPON A FIELD SURVEY. THE
SCHNEIDER CORP. DOES NOT WARRANT THE ACCURACY OR
SUFFICIENCY OF THIS INFORMATION. THE CONTRACTOR SHOULD
VERIFY EXISTING CONDITIONS PRIOR TO ANY CONSTRUCTION. ANY
DISCREPANCY POUND UPON THIS DRAWING SHOULD BE REPORIED
TO THE SCHNEIDER CORP. IMMEDIATELY; FAILURE YO GO
SO WILL RESULT IN THE CONTRACTORS ASSUMPTION OF UABILTY.
NOIt,
THE BASEMENT ELEV
AND BASED UPON Tr
THE CONSTRUCTION I
INFORMATION. ABOUT
SOIL TYPES WTHIN'T
ON',SAID PLANS: IT
ELEVATIONS'8E AT
OF ANY AwaraNC B
* APPROXIMATE LOCATION
CONFIRM BEFORE
CONSTRUCTION 0" SAN
LATERAL WATER SERVICE
LINE & `SUB -SURFACE
DRAIN LATERAI
(Q09 PROPOSED GRADE
THE LOWEST ADJUSTED GRADE
AROUND THE STRUCTURE
SHOULD BE EQUAL TO OR
ABOVE 770.85 N.G.V.D.
(FLOOD PROTECTION GRADE)
DETERMINED
TAKEN FROM
is STATED, NO
,WITIONS OR
DED OR STATED
ANY GROUNDWATER
NOTE'
IN THE RESIDENTIAL 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
FACH FOOT SUCH STRUCTURE EXCEEDS
TWENTY—FIVE (25) FEET IN HEIGHT.
PER CARMEL ZONING ORDINANCE 26.1.1.
SOUARE.FOOTAGF
PATIO — 240 SF
PUBLIC WALK —
392 ±SF
PRIVATE WALK —
64 ±SF
CONC, DRIVEWAY
— 1,392 ±SF
HYDRO SEEDING
— 5,708 ±SF
SOD — 364 ±SO
YARDS
EVEN WITH FRONT
OF HSE
PER PLAN
PLOT PLAN PREPARED FOR:
PULTE HOMES OF INDIANA
PLOT PLAN LOT # 21
DELAWARE COMMONS AT
HAZEL OLLL SUMMIT
INSTR. # 199909957250
PC # 2 SLIDE # 326
5573 OTTAWA PASS
0
78.`.
O
ASSUMED NORTH
SCALE 1" — 30'
APPROX EDGE OF
M PSTER BLJILO �R
COMMON AREA "O"
DRAINAGE & LANDSCAPE ESMT
LAKE
POND ELEV=767.0 J
100 YR ELEV-768.8.5
ER . • - INV> 707.38
PER PLAN
r
8q.1.0
SE
/r o
y/ LOT # 21
12,129 SF NI�
54.7'
�
LIZ o r
PATIO
CNIT. G L'`)
I BSWT
Fre MI KENSNGTON 3C
780.13 1 FIRM & SY
RLSI = 780.8
----L� BSMT PNE
772.1
IHRLL CAR
Dui FTC
u 778.8
_
POR
;
ra.w
7
I
I
\
30.0'
w
o
I
/ �
CONO � 67.9
/
I*
m
DRIVE911
/
Vi
ti� i+>J
3
'TER
PLAN
75: 13.19'
WATER LINE•
ELEV-774
PER PLAN
50.0'R
R/W
SSO \
i 40.0'R
V W V
OTTAWA PASS �\
50' R/W
NOTE: GARAGE F.F.E. IS
PROPOSED 'TO BE 5.8' ABOVE
CURB INLET PER PLAN.
TYPICAL swnLE sEcnoN
JOB # 00-0106-14
01/04/00 OKK