HomeMy WebLinkAbout06030039 Site Plan
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The ScIlIlold" CorponlUon
8901 0t1I Anmue
IIiIloricFort_
MM....Y'II'l. IndiaDa 482l8-1037
31'1'-828-7100
317-8211-7200 FAX
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J.anacape .In:hIteeture
....UlI
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Plot Plan legend
[QQ[[l Proposed Q'odes
000.0 Existing Grades
__ 000.0-- Contour Grode
* Approx. lateral location
_ . _ Sanitary Sewer Liles
_ a- Storm Sewer Liles
~ IJ - Water Senice Unes
- - - - - - - Sub-Surface Drain Liles
. Manhole (Sanitary or Storm)
. B.ehl.. Inl.t (Storm)
II1II Curl> Inl.t (Storm)
D End Section (Storm) _ _
..... Fire Hydrant
- 000 _ 000 - flow Une of swale
This Plot Pion Prepared for.
~I HOMES
Lot' 99. containing 6,982 SJ.!, in
BROOKSTONE PARK Of CAR~EL
Section , 2
Instrument , 200300060432
P.C. , 3. Slid. , 194
H~ll TON COIJNTY, CLAY TOWNSHIP
14523 BAlC\\lN lANE (50' R/W)
Camel. IN 4l;032
Prepared Oate: 02/17/06 : By. ~ KAG
Community RestriCtions: ~ - -
Side Yard =' 3'
Rear Yard = 20'
A9greqat. = 6' (B.H.)
Zoning = 51
~/I Hames :
Finished Floor Elevtltion Information I
Pad Grade = 905.B per plan
Pod Grade + 0.2' = Garage FIT (906.0)
Garage FIT + 0.5' = Residential FIT (906.5)
Residence FIT - g.O' = Basement FIT (897.5)
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Note : The goroge finished floor e1evatjon
is 1.5' above the QJro at the drive, pet pion.
GROUND COVER CALCULATIONS:
Dri.. = 670 SFt
Public Walk =177 SFt
Private Walk =N/A SFt
Seeding =2,492 SFt
Sod = 253 SYt,
from rear of residence.
TC=905.40
PER PLAN.
Note: Sanitary Sewer
Top of Casting Information
Upstream ~anhole, TC= 905.40
Dawnstream ~anhale. TC=901.10
per plan.
Note:
Sump pump(s) to be placed by
buDder os needed.
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m I , ~ N 43.3'
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B-B I 115.09'
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PER PlAN.
FLOOO HAZARD STATEMENT
CERl1FICA 110N
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f ( 50303 ) I
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Note:
This drawing is based on construction plans or record drawings,
and is not based upon 0 field SUMY. The Schneider CorporatiOf'l
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 immediotely, fo~ing
to do so results in the contracts assumption of 011 Iiabmty.
Note:
The basement ele'l/Otion, depicted hereon, has been determined
and based upon the pod grades and/or contOUrB token from the
construction plans for this subdivision. Unless stated, no information
about fluctuating water tables. son conditions, Of son t)pes has been
provided or stated on said plans. It is recommended that the basement
finished floor e1e'l/OUons be at least two feet (2') above the normal
pool elevation of any adjoining bodies of water, unless 0 study of facts
reveals otherwise. If during the excovation process any ground water is
witnessed, The Schneider CMporotion.should.be.natifled-immediotely.
The basement ele'l/Otion should be raised two feet (2') above the ground
water, and additional construction techniques should be incorporated to
alleviate future problems.
Lot # 99
VB06.0049252
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Asoumed North
Scale: 1- :: YJ'
OetaN of t)1licol Storm
Water flow pattern for
individual lots.
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Note:
BuDder to ensure positive
droinoge away from struture{s).
117.67'
I 904.7 I
~a3'
899.0
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37.0'
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ill
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43.00
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17.
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NO~ICAL $WALE SECl10N
flood Hazard Statement: The accuracy of any flood hazard data shown
on this plot plan is subject to map scofe uncertainty and .to ooy other
uncertainty in location or elevation on the referenced flood lOsurance
rate mote (FlRI.t). None of the within desaibed land lies within that
special flood hazard zone -"'-, as said land plots by scole on
Community Map Number I 18057C0206F of the flood insur(Jlce rote
mops (FlRM) for Hamnton County, Indiana. Dated February 19, 2003.
Per Carmel zoning ordinance 26.1.1 :
The residential cflStrict limits height to twenty-five
feet (25'), however a dwelling may be increased in height
ta thirty-five feet (35') provided the side ond rear yards
are increQsed an additional one foot (1') for each
one foot (1 ') the structure exceeds the flrBt
twenty-n.. feet (25') in heiqhl