HomeMy WebLinkAbout07040067 Site Plan
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Scmeider
Note:
This drawing is based on construction pIons or record drawings.
and is not based upon 0 field SUMY, The Schneider COfj>OIo\ion
does not warrant the accuracy or sufficiency of this information.
Contractors should verify existing conditions prior t,o any
construction, AI1y discrepancy found on this drawing should be
reported to The Schneider COfj>oration immediateiy; foiling to do
so results in the contractors assumption of 011 liability,
Note:
The basement elevation. depicted hereon, has been determined and based
on the pod 9'odes ond/tIf contours I_en from the construction ph:m fOf
this subdivision. Unless stoted, no i1formatlon about fluctuating water
tables, soil conditions, Of soi t)peS hos been pr~ or stoted on soid
p1alS. This lot is locoted neei' 0 body of water. lot or soil ccnditions may
requi'e thot the basement floor e1evotion De held 2 foot above normal pool
elevation. Site investigotion may be needed if water is enccuntered ckJring
the exeovotion process << if other known water e1ewtion at sols conditions
Cl'e present. investigation and my remediol procectJres is at the olSCf'etion
of the wider to deterrnne <I'Id take wtlJlriote steps of action. If ony
ground trOter Is encountered 0Jrng excovotion the buider is encouraged to
contoct The Schneider Corporation to discuss possilIe ~ of octlon,
NOTE:
SUUP PUUP(S) TO BE PLACED
BY BUILDER AS NEEDED,
LOT i 34
VB07.0071178
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Assumed North
Scale : r = 30'
The Schneider CorporaUOD
B901 0liI Atelloe
HIsloric fort Harrison
In4laDapolII, IDdlIDa 4ll2I8-103'l
317-828-7100
317-1I2ll-72OIl FAX
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Londocape _
GIS 'US
GeoI'IJ
This Plot PlCl'l Prepaled for: 11/1 Hornes
Lot # 34, contoining10,224 Sf,:!:, in
Heother Knoll
Section , 1
Instrument f2OO5OllOO3045
P.c. 3. Slide 560
Qoy Township, HornltCl'l County
SEe 20, TlllN. ROJE
14360 CAMDEN LANE
Westfield, IN 46074
Prepared Dote: 03/30/07: By: KAG
Community Restrictions:
Side Yard = J' min,
Aggregate = 6' B,H,
Zoning - Sl
(50' R/Yf)
U!I HOUES
Pod Grode = 919,5 per plan
Pod Grode + 0,2' = Garage FIT (919.7 )
Garage FIT + 0,5' = Residential FIT (920,2 )
Residential FfE - 9,0 ' = Basement FIT (911.2 )
Dri'lOWay Slope = 2,2%
NOTE: GARAGE F.F.E, IS PROPOSED TO BE
1.2' ABOVE CURB AT DRIVEWAY IB.U,
GROUND COVER CAlCULA llONS:
Drive = l,183SFf
Public Walk = 319 SF f
Private Walk =n/a SFf
Seeding = 4,334 SF f
Sad =247 SYf,
from front of residence.
I
t; 918,7
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FLOOD HAZARD STATEMENT
CERnFICA nON
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d
~co
917.9 I
Plot Plan Legend
UiliMJ Proposed Grades
000,0 Existing Grades
__ 000.0-- Contour Grode
* Approx. Lateral Location
- . - Sanitary Sewer Lines
-If- Storm Sewer lines
- 'wi - Water Service lines
- - - - - - - Sub-Surface Drain lines
. Uanhole (Sanitary or Storm)
. Beehive Inlet (Storm)
III Curb Inlet (Storm)
D End Section (Storm)
.... Fire Hydrant
- """ - """ - Flow line of o.ale
- Building line (BL / BSL)
- - - - - - - Easement Lme
Note: Sanitary Sewer
Top of Costing Information
Upstream Uanhole, TC= 916.76
Oownstream Uanhole, TC= 916,39
per record drwg,
Note: The contractor is to maintain a
minimum distance of ten feet (10')
between the sanitary sewer and water
line laterals.
5 S SU, . 11
TC=919,76
C,A. 14 PER RECORD
VAR, llUolSS<t 1919,51 DRAYftNG 919.4
LlIA(M'PA(
10,0' . aD' r ~
8 a; ,
..J
ci
oi
10
127.76'
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,,\II\\\\lIIIIIIII/I//Ii//1.
#\"'~ ~ L. (iJ~
~~""""T"""''''~~
~~~ ,"c,,5 E:Jtj." .....A~
if<=::) ....q.~ No d....;<>~
, ( 50303 ) \
%, ..... STATE OF ..... ~
~ /.... ....<"lr. fjf
~/~ '..(,IvDU'~!':'" ~~~
~ '4?J "S""U"ii'~i\:4\ #
~41/, l\ ., \; ~\~~
W//l/il//IIIIII,"\I\\\\\~
"-'-'-l~
This drawing is not intended to be represented as a retrocement or
original boundary survey, a route survey. or a Surveyor Location Report.
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52,67 ,
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I '113
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s! 20'
m
29,3'
,00
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39,4'
22, '
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127.85
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REVISION #1
REVISED LOCATION OF DECK
04/04/07 - KAG
Flood Hazard Statement: The accuracy of any flood hazard data shown on
this plot plan is subject to mop scale uncertainty and to any other
uncertainty in location or elevation on the referenced flood insurance rote
mop (FlRU), None of the within described land lies within that special flood
hazard zone" A", os soid land plots by scale on Community Uap Panel ,
lB00810001C of the flood insurance rote mops (FlRU) for Hamilton County,
Indiana, Doted Uay 19, 1981.
26.0'
It
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0
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WH#710
TC-916,39
PER RECORD
ORA\\1No.
4: 7 StOPf
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....
TYPiCAL SWALE SECTION
DetoR of
Ground/Storm Water:
Flow pottern of (I'l
individuollot.
[Q]
-M~
~W-
- - --
Note: Builder to ensure
positive drainage away
from structure(s),
30.0'
B-B
I
g ,
en 4.0'
;; PER PL>>l'
, 4,0' ,
PER PL>>l
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B-B
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NOTE: IN THE RESlDENllAL DISTRICTS L1UI1lNG
HEIGHT TO TWENTY-FIVE (25) FEET, A DWELLING
UAY BE INCREASED IN HEIGHT TO THIRTY-FIVE (35)
FEET PRO'<1DED THE SlDE AND REAR YARDS ARE
INCREASED AN AODI1lONAl FOOT FOR EACH FOOT
SUCH STRUCTURE EXCEEDS TWENTY-FIVE (25) FEET
IN HEIGHT. PER CARUEL ZONiNG ORDINANCE 26.1.1.