HomeMy WebLinkAbout06020025-Site Plan
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Scmeider
The Schneider Corporation
8901 ot.ia Avenue
HIstoric Fort Harrison
Indianapolis, Indianll 46216-1037
317-826-7100
317-826-7200 FAX
Eniln~
aur.,ying
Landscape Architecture
GIS .US
CealoD
Note:
This drawing is based on construction pions or
record drawings, and is not based upon 0 field
survey, The Schneider Corporation does not warrant
the accuracy or sufficiency of this infonnotion.
Contractors should verify existing conditions prior
to any construction. Any discrepancy found on this
drawing should be reported to The Schneider
Corporation immediately; failing to do so results in
the contractors assumption of all liability,
Note:
Per Cormel zoning ordinance 26.1.1 :
The residential district limits height to twenty-five
feet (2S'), however 0 dwelling may be increased in height
to thirty-five feet (35') provided the side and rear yards
ore increased on additionol one foot (1') for eoch
one foot (1') the structure exceeds the first
twenty-five feet (25') in height.
Detail of Ground/ Storm
Water flow pattern for
fndi'viduallots.
Lot # 56
Vb05.0033948
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this Plot PIon Prepared For: R.H. of Indiono
Lot # 56 ,containing 5,599 S,F,:t, in
Stonford Pork
Section # 1
INSTR. # 200500009385
P.C. # 3. Slide # sn
Ooy T wp. HomDton County
See 20, T29N, RJE -
3575 Burlingame Baulevard (50'R/W)
Prepared Date: 05/17/05: By: AMA
Proposed Buyer(s): Dustin Walker and
Sarah Roembke
Community Restrictions:
Side Yard =3' min.
Rear Yard = N!A
Aggregate = 6 (8,H,)
Plot Plan Leqend
[]QQ]J Proposed Grades
000,0 Existing Grades
_ 000.0-- Contour Grade
* Approx. Lateral Location
- . - Sanitary Sewer Lines
-IT - Storm Sewer Lines
- IJ - Water Service Lines
- - - - - - - Sub-Surface Drain Lines
. Manhole (Sanitary or Storm)
. Beehive Inlet (Storm)
ill Curb Inlet (Storm)
D End Seclian (Storm)
.A. Fire Hydrant
- 0 0 0 _ 0 0 0 - Flow Line of swale
- Building Line (BL / BSL)
- - - - - - - Easement line
I \ I I
'8'
, I \ '
, ,
R,H, of Indiana
Finished Floor Elevation Information
Pad Grade = 915,9 per plan
Pad Grade + 0,]' = Garage FFE (916,6)
Garage FFE + 0,5' = Residential FFE (917,1 )
Note: Sanitary Sewer
Top of Casting Information
Upstream Manhole, TC= 915,90
Downstream Manhole, TC=915,20
per plan.
Note: Builder to ensure
positive drainage away
from structure(s),
Note: The garage finished floor elevation
is 1.1' obove the curb at the drive, per plan.
Sidewalk to be placed
l' from property line,
4' from back of curb,
per plan.
Assumed North
Scale: I' = 30'
Ground Cover Calculations:
Drive = 513 SFI
Public Walk =214 SFI
Private Walk = 35 SF I
Hydroseeding = 2,925 SF I
Sad =192 SYf, from
Rear of residence.
I -==1-- -~ -~ ----:~ td
BURLINGAME BOULEVARD I I
~ 30.0' <
RCU CUR, I RAlJ{ 1~,531 ~~-~~5 B-B - 11
I A
915,6
5' WALK
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TC=915,20
PER PlAN
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TYPICAL SWALE SECllON
FLOOO HAZARD STATEMENT
CER1lFICA nON
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---- 1914,91_ _ E14,91 30'R.D.E,j
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D,U,&S,S,E, 49,6' D,U.&S.S.E
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Flood Hazard Statement: The accuracy of any flood hazard data shown on this report is subject to
map scale uncertainly and to any other uncertainty in location or elevation on the referenced flood
insurance rate map. ALL of the within described land DOES NOT LIE within that special flood hazard
zone A as said land plots by scale on flood insurance rate map # 180081 0205F for City of Carmel,
Indiana (maps dated February 19, 2003).