HomeMy WebLinkAbout07020009 Site Plan
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Schneider
The Schneider Corporation
8901 Otis Avenue
Hiltorlc fort Harmon
lndiana.polia. Indi&lUl 48218-1037
317-626-7100
317-826-7200 fAX
Engineering
SU"''"''
Landscape Architecture
G~ .lJS
GeoloiY
Note:
This drawing is based on construction plans or record
drawings, and is not based upon a 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
discreponcy found on this drowing should be reported to
The Schneider Corporation immediately; foiling to do so
results in the contractors assumption of all liability.
Plot Pion LeQend
This Plot Plan Prepared for: R.H. of Indiana
Lot # 201 , containing 15,340 S.F.:!:, In
Oa)boume
Section # 3
INSTR. # 200400080247
P.C. # 3, Slide # 533
HamDton County, Oay Twp
Sec 30, TI8N, R03E
3776 DOLAN WAY
Carmel, IN 46074
Prepared Dote: 01/19/07~: By: KAG
Proposed Buyer(s): JAMES W. &
LILIA P. HUTCHINS
(70'R(W)
Community Restrictions:
Side Yard == 5'
Rear Yard = 20'
Aggregote : 10' (B.H.)
Zoning = 51
R.H. of Indiana
Finished Floor Elevation Information
Pad Grode = 918.3 per plan
Pod Grode + 0.7' = Garage FFE (919.0)
Garoge FFE + 1.5' = Residentiol FFE (920.5)
Residentiol FFE - 9.0' : Basement FFE (911.5)
DRIV[WA Y SLOPE = 2.9~
Note: The goroge finished floor elevation
is 2.3' above the curb at the drive, per plan.
Ground Cover Calculations:
Drive : 1 ,200SF,
Public Wolk = 207 SF,
Privote Wolk = 446 SF,
Hydroseeding =6,375 SF,
Sod = 653 SY', Irom
Rear of residence.
Optional Sod Package
Hydroseeding =1,191 SF,
Add/. Sod Pkg,: 497 SH, to
optional additional sod line.
Sidewalk to be placed
l' from property line,
4' from bock of curb,
per plan.
[]QQ]J Proposed Grodes
000.0 Existing Grades
_ 000.0- Contour Grode
* Approx. Lateral location
-a-Sonitory5ewerUnes
-If- Storm Sewer lines
- '" - Water Service Lines
- - - - - - - Sub-Surface Drain lines
. Manhole (Sanitary or Storm)
. Beehive Inlet (Storm)
III Curb Inlet (Storm)
D End Section (Storm)
..... Fire Hydrant
- 0 0 . _ 0 0 0 - Flow line of swalL
BUilding .Une (BL / BSl)
- ~ - - - - - Easement line
Note:
The basement ele'o'Otion, depleted hereon, has been determined and
based on the pod grades and/or contours token from the constructron
plans for this subdivision, Unless stated, no information about
fluctuoting water tables, so~ conditions, or soil twes has been
provided or stated on said plans. This lot is locoted near 0 body of
woter. Lot or soil conditions may require that the basement floor
elevolioo be held 2 foot above normal pool elevation. Site invesliqatJoo
may be needed it water is encountered during the excavation process
or if other known water elevation or soils conditions ore present.
Investiqation and any remedial procedures is at the discretioo of the
builder to determine and lake oppropriote-steps.of'action: Wany
ground woter is encountered during excovation the bu~der is
encouraged to contact The Schneider Corporation to discuss possible
courses of action.
Note: Sump pump(s) to be
placed by builder os needed.
Note: rer Carmel zoning ordinance 26.1.1 The
residential district limits height to twenty-five feet (25'),
however 0 dwelling may be increased in height to
thirty-five feet (35') provided the side and rear yards
ore increased on additional one foot (1') for eoch one
foot (1') the structure exceeds the first twenty-five feet
(25') in height.
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4.1 LOPE _;..
Note: Sanitary Sewer
Tap of Costing Information
Upstream Monhole, TC= 917.55
Downstream Manhole, TC=919.47
per record drawing.
PLA T BLOCK "N" COMMON AREA
LANDSCAPE AND SIGN AGE
EASEMENT, DRAINAGE EASEMENT
LAKE #5
N.P. ELEV=905.50
1pO YEAR ELEV= 90B.57
,
Lot # 201
VB07.0067370
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Detail of Ground/ Storm
Water flow pattern for
individual lots.
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Note: Builder to ensure
positive drainage away
from structure(s).
Assumed North
Scale: 1" = 40'
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0;
~i~ 119.66 10' OU&SE
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OPnONAL ADDITIONAl 500 PACKAGE
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25' OU&SE
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PER RECORD
DRA\\\NG
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TCo9\6.06
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-------- ----------
.36.0'
a-a
TBM
ELEV::916.7
R::+-
DOLAN WAY
TCoi\G.06
PER PlN'l ________ ____
--...-:......:r--... ---r-'"
Note:
The contractor is 10 maintain a minimum
distance of ten feet (10') between the
sanitary sewer and water line laterols.
This drawing is not intended to be represented os 0 retrocernent or
original boundary survey, 0 route survey, or 0 Surveyor location Report.
TYPICAL SWALE SECTION
.If. ~ s,-opt:
^
--~-----FLOOD HAZARD STATEMENT
CERTIFICA nON
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Flood Hazard Statement: The accuracy of any f100e hazar(] data shown on this report is subject to
map scale uncertainty and to any other uncertainty in location or elevation on the referenced flood
insurance rate map. ALL of the wiUlin described land DOES NOT lie within that special flood hazard
zone AE as said I,md plots by scale on floou insurance rate rnap #180081 0205 F for the City of
Carmel Indiana dated February 19, 2003.
SIGNAnJRE ,
DAlL
SIGNA1\JRE REPRESENTS CON~R~ATION OF RECEIPT OF PLOT PLAN BY CUSTOMER.