HomeMy WebLinkAbout07030148 Site Plan
.
~~ The &hneideT CO'J'O"Uon
. 8901 OUt Avenue
Historic fort Harrison
Indianapollil, Incti!l.n8 46218-1037
317-826-7100
Scmeider 317-828-7200 ~.AX
This Plot Plan Prepared For: R.H. of Indiana
Lot # 142 , containing 7,800 S.F.:I:', in
Stanford Park
Section' 2A
INSlR. , 200600014565
PC 4, Slide 42
; Clay Twp, HamDton County
. Sec 29, T18N, R3E
3443 Burlingame Boulevard (50'R/W)
Carmel, IN 46074
Prepared Date: 03/14/07: By. AMA
Proposed Buyer(s): Santash-Pandey
Engineerina;
Sun-eJln<<
Landscape Architecture
GIS .lJS
Geology
Plot Plan Legend
[QQ[[] Proposed Grode,
000.0 E,isting Grodes
__000.0-- Contour Grade
* Appro,. Lateral Locotion
- . - Sanitary Sewer Lines
-" - Storm Sewer Lines
- 1,/ - Water Service Lines
- - - - - - - Sub-Surface Drain lines
. Monhole (Sanitary or Storm)
. Beehive Inlet (Storm)
II1II Curb Inlet (Storm)
D End Section (Storm)
.... Fire H)'Iront
- " " " - " c " _ Flow line of swole
Buiiding Line -(BL / BSL)
- - - - - - - Easement Line
Community Restrictions:
Side Yard =3' min.
Rear Yard = N/A
Aggregate = 6 (B.H.)
Note: Sanitary Sewer
Top of Casting Information
Upstream Manhole, TC= 915.BO
Downstream Manhole, TC=915.79
per plan.
'RH. of Indiana
. Finished Floor Elevation Information
;pad Grode = 915.5 per plan
.,Pad Grode + 0.7' = Garage FFE (916.2)
:'Garage FFE + 1.5' = Residential FFE (917.7)
','Residential m - 9.0' = Basement FFE (908.7)
.. Note: The garoge finished floor elevation
Is 2.0' above the curb at the drive, per plan.
Note:
1he contractor is to maintain a minimum
distance of ten feet (10') between the
sonitry sewer and water line laterols.
Ground Cover Calculations:
,Orive =513 SFI
\'Public Walk =244 SFI
Private Walk = 70 SF I
: H)'Iroseeding =2,541 SFI
. Sod = 343 SYI. from
Rear of residence.
Optional Sod Pockoge
H)'Iraseeding = 975 SF I
Add!. Sod Pkg.= 174 SYt. 10
Rear easement. -
TC=9H.00
ER PUN
BURUNGAME BOULEVARD
30.0' .
B-B
APRON
~ 914.6
SIR. # 735 !5' .G.B.L.
TC=915.79 ~2.5 B.L.
PER PLAN
5' WAU<
.
.
914.
36.0'
26.0'
16'
ORIVE
20' O.U.&S.
22.5' B.
- -=-r --=-
-----J 25:-;)
I
20' O.U.&S.S.E.
22.5' 8.L.
25' .B.L
16.0'
20.08 "'8
~ }.62 1
"TWOCAR !:<j
8. GARAGE ~
-I
4.00'1
1
I
I
I
I
SOIl
.
16.0'
050,
c:: . 013.63'
~ SUl.lP
PUMP
PUR
&6.67'
o
o
c:i
N
BSMNT
SOIl
~
~
l"
~_ HARRISON A
FRM&MSY
RE~OENCE
40.00'
'"
t;
I en.
'"
1 b
'"
39.6' 19f5.0 1 I
_ _ 34.6~ -2"lION~ S.QQJ PACKAGE
15' O.E.
en.
'"
b
'"
1914.8 I
65.00'
I 914.B I
EXISTING lAKE #J
N.P. ElfV=90B.BO
100 '11l ElfV.=91274
This drawing is not intended to be presented
as 0 retrocement or original boundary survey,
o route survey, or 0 Surveyor Location
~Mt-Iazard Statement: The accuracy of any flood hazard data shown on this report is Subject to
map scale uncertainty and to any other uncertainty in location or elevation on the referenced nood
insurance rate map. ALL of the within described land DOES NOT LIE within that special nood haZArd
zone A as said land plots by scale on nood insurance rate map #. 18057 0205F for City of Carmel,
Indiana (maps dated February 19. 2003).
~GNA lURE :
DAlE:
~GN^ lURE REPRESENTS CON~RM^ TION Of RECEIPT Of PLOT PLAN BY CUSTIlIlER.
Note:
This drawing is based on construction pIons or
record drawings, and is not bosed upon Q field
survey. The Schneider Corporation does not warrant
the accuracy or sufficiency of this information.
Contractors should verify existing conditions prior to
any construction. Any discrepancy found on this
drawing should be reported to The Schneider
Corporation immediately. foiling to do so results in
the contractors assumption of 011 liability.
Note:
Per Carmel zoning ordinance 26.1.1 :
The residential district limits height to twenty-five
feet (25'), however a dwelling may be increased in height
to thirty-five feet (35') pra~ded the ,ide and reor )'lrd,
ore increased on additional one foot (1') for each
one foat (1') the structure exceeds the first
twenly-five feet (25') in height.
Lot # 142
,
Detoil of Grouod/ Storm Vb07.0070085
Water flow pattern for
individuol lots. ~
~
=~=
~
:M:
1/7-fi
I I
Assumed North
Scale : 1" = 30'
Note: Builder to ensure
positive drainage away
from ,tructure(,).
Sidewalk to be placed
l' from property line,
4' from bock of curb,
per plan.
.. ~I ~~t
~
TYPICAL SWALE SECTION
SIR. , 740
le.9IS.80
PER PLAN
.
I
1
I~
1;1;
I
Note:
The basement eJevatJoo, depIcted hereon, has been
determined and based on the pod grades and/or
contours taken from the construction plans for this
subdIvision. Unless stated, no information about
fluctuating water tables, sol conditions, or soli t)1les
has been provided or stated on sold plans. This lot
Is located near a body of water. lot or sol
conditions may reqtJire that the basement floor
elevotlon be held 2 foot above normal PO<X elevation.
Site investigation may be needed if water Is
encountered during the excavation process or if
other known water elevation or sols conditions are
present Investigation and any remedial procedures Is
at the discretion of the buMder to determine and
take approprlate steps of action. If any ground water
Is encountered during excavation the bulder is
encouraged to contact The Schneider CorpOrotion to
discuss possible COUrses of action.
I
I
I
I
I
L
Note:
Sump pump(s) to be placed by
buDder as needed.
FLOOO HAZARD STATEMENT:
CERnFICA nON '
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