HomeMy WebLinkAbout06030172 Site Plan
" .
'=
~
!he _ Corpantloll
8801 otiI .lftlD.1III
IIIottlriorart_
lMI._""" IDdiaDa 4I2l&-1037
317-828-7100
317-828-7200 rAI
IDpoorID&
lJanwyIoc
w.-,. _
GIS'LIS
GeoIoI7
Note:
This drawing is based on construction pians or record drawings,
and is not based upon 0 field SUMY. The Schneider Co<poration
does not worrant 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 Co<poratlon immediately; faDing to do
so results in the contractors assumption of 01/ liabDity.
This Plot Pb1 Prepcred Fer: ..,., Hemes
Lot # 73, containing 10,291 S.F.:!:, in
Hecrtt. Knoll
SectIan , 2
Instrument # 2006~00004470
PC 4 Slide 13
Coy TOIIl8hIp, Hemlton County
SEe 20, 118N. ROJE
2633 PARAMOUNT CIRCLE (50' R/W)
Westfield, IN 46074 _
Prepared Dote: 03/09/06: By: KAG
Community Restrictions:
Side Yard = 3' min.
Rear Yard = 20' min.
Aggregate = 6' B.H.
Zoning - SI
M /I Homes
Finished Floor EleYOtion Information
Pad Grode = 917.2 per plan I
Pad Grode + 0.2' = Garage fIT (911.4)
Garage fIT + 0.5' = Residential fIT (917.9)
Residence fIT - 9.0' = Basement fIT (908.9)
Note : The garage finished floor eleYO\ioo
~ 1.1' obo... \he tUrb 0\ the _, per
pion.
G!lOONO COVER CAlCULA llONS:
Om. = 932 Sf!
Public Walk = 197 Sf:!:
PriYOte Walk =N/A Sf!
Seeding =5,164 Sf!
Sod =211 sn,
from front of residence.
Note: Sanitary Sewer
Top of Costin9 information
Upstream Manhole, TC= 917.13
Oownstream Manhole, TC=918.39
per record drwg.
Note: Sump pump(s) to be
placed by buDder os needed.
V806.0050272
LOT i 73
o
~
co~co
Plot Plan Legend
I1iOO&I Proposed Grades
000.0 Existing Grades
___ 000.0- Contour Grade
* Approx. Lateral Location
- . - Sanitary Sewer Unes
-Of- Storm Sewer Unes
- " - Water Service Unes
- - - - - - - Sub-Surface Orain Unes
. , Manhole (Sonitory or Storm)
. Boehi.. Inlet (Storm)
l1li Curb Inlet (Storm)
D End Section (Storm)
JA. F.e Hydrant
- """ - ...... - Flow Une of swale
- BuDding Une (BL / BSL)
- - - - - - - Easement Une
Ootalof
Graund/Stann Water:
Flaw pattern of an
IndMdual lol
'a: 1\1
\1
\
I I
o
Assumed North
Scale : r = 30'
Note: Builder to
ensure positive
drainage away
from structure(s).
7---
"
+-
I
I
PARAMOUNT CIRCLE /
- !O.O" Z
'(\ '\ iZO' llrv.916.J R/W,,"
RQ1 CURB PER PL\N
S' WAU(
THE UPSTREAM MH TC ELEVA no~
SHALL BE NO LESS THAN l' -0. ~
BELOW RESIDENTIAL F.F.E.,\'}rr ,"'I
I .\()1~~
Note:
The basement elevation, depicted hereon, has been determined
ond based upon the pod grades and/or contours token from the
construction plans for this subdivision. Unless stated, no
information about fluctuating water tables, so" conditions, or son
t)lles has been provided or stated on soid plans. It is
recommended that the basement finished floor eleYOtions be at
least two feet (2') abo.. the normal pool efeYOtion of any
adjoining badies of water, unless 0 study of facts r",""ls
otherwise. If during the excaYOlion process any ground water is
witnessed, The Schneider Co<porotion should be notified
immediately, The basement eleYOlion should be raised two feet
(2') abo.. the ground water, and additional construction
techniques should be incorporated to alleviate future problems,
FLOOD HAZARD STATEMENT
CERnFICA nON
~\\I\I\\I\lIIIIJ/I11"'''ll
~~~ L /l 11'/0<
#- ~~ . v'P ~
~~" ........... ,,~""'~
~ ~./~G\S TE:;,~.......A~
~~""<I- No 0"'..A:''Ei,
~:' ..~ ~
I { S0303 } !
% \ STA1E OF ..: ~
~ /..... ..... ~
~c~ ...(,.A(OIA~!:"" ~~
~ '#J .............<:,'->~
~l7h SUR~ \..~#
rtl!"I/I/III11\1\\\\I\lII~
'\:L- l .
:i
':ii
.
o
'I: 1 SLOPE: ~
IlSIIHT
16,9' -
SUVP
PIJlf>
IIROOERICK B
F1llI & USY
RESIOENCI:
~
o
sn
o
o.
'8
..
1917.3 I
nVL~
~55..qq()D
yes /rt5
1915.2 I
48.3' ~
15' R.O.E.
.16.3'
~
...
'"
80.00'
C. A. JJ7
VAR. D.U.&~.S.E.&
L.M.A.E.&P .I.E.E.
~
'"
;"
NOTE:
IN THE RESIDENTIAL DISTRICTS LIMITING
HEIGHT TO TWENTY-FIVE (25) FEET, A
DWELLING MAY BE INCREASED IN HEIGHT
TO THIRTY-FIVE (35) FEET PROVIDED
THE SIDE AND REAR YARDS ARE
INCREASED AN ADDITIONAL FOOT FOR
EACH FOOT SUCH STRUCTURE EXCEEDS
TWENTY-FIVE (25) FEET IN HEIGHT.
PFR rARUFI 7nNINr. nRnlNANrF ?F. \ \
TYPICAL SWALE SECTION
Flood Hazard Statement The accuracy of any flood hazard data shown on
this plot plan is sub jett to mop scale uncertainty and to any other
uncertainty In lacotion or eleYOtlan on the referenced flood Insurance rote
mop (FIRM). None of the within described land lies within that special flood
hazard zone. A', os sold land plots by scale on Community Mop Panel ,
18057C0205f' of the flood insurance rote mops (FIRM) for HamDton County,
Indiana. Doted May 19, 1981.