HomeMy WebLinkAbout06050100 Site Plan
.
~~
Schn8ider
Note:
This drawing is based on construction pions or record drawings.
and is not based upon a field survey. The Schneider Corporation
does not WOTTont the accuracy or sufficiency of this infonnotion.
Contractors should verify existing conditions prior to any
construction. Any disaepancy found on this drawing should be
reported to The Schneider Corporation immediately; faRing to do
so results in the contractors assumption of 011 liabBity.
IIIe _ Corporallon
BlIOI 0liI A.....
_ Port__
h..Il....p"H,., frutbma 482l1-1037
317-82&-7100
317-828-1201) ,a
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9unoJI>c
ton-.,e .-
CIS-US
GeoJccy
This Plot Plan PrIpGed For: .." Hornlll
Lot # 83, containing10,799 S.F.:!:, in
Heather Knoll
Section , 2
Instrument # 2006-00004470
PC 4 Slide 13
Coy Township, HCIIIlton County
SEe 20, nlll. ROJE
2667 NEI'l1NGTON LANE
Westfield, IN 46074
Prepared Date: 05/04/06: By: KAG
(50' R/W)
Community Restrictions:
Side Yard = 3' min.
Reor Yard = 20. min.
Aggregate = 6' B.H.
Zoning - S1
Mil Hemes
Fmlshed Floor Elevation Information
Pod Grode = 918.9 per plan
Pod Grode + 0.2' = Garage FIT (919.1 )
Garage FIT + 0.5' = Residential FIT (919.6)
Residence FIT - 9.0' = Basement FIT (910.6)
GROUND CO'tffi CAlCULA llONS:
Dri.... = 901 SH
Public Walk =319 Sfi
Private Walk =N/A Sfi
Seeding =5,253 Sf!
Sad =271 SYi,
from front of residence.
M.H.p27
TC=91809
POl REOOlO
D'Ml
FlOOO HAZARO STATEMENT~
CERTIFiCATION ''tJ.
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ff ~ ........:...... ~.0~
~ <..~...{G\S T~"";........".A~
"'~"..~ No 0.. -,,'"
i ~(' 50303 'f" i
~ ". STATE OF .: !fff
~ /.... .... ~
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Plot Plan legend
~ Proposed Grades
000.0 Existing Grades
__ 000.0-- Contour Grode
* Approx. Lateral location
- . - Sanitary _Sewer lines
-vr- Stofm"5ewer-Unes ..
- 1,/ - Water Service lines
- - - - - - - Sub-Surface Drain lines
. Manhole (Sanitary or Stann)
. Beehi.... Inlet (Stonn)
IIID Curb inlet (Storm)
D End Section (Storm)
... Fire Hydrant
- 000 _ .0. - Flow line of swole
- - Bunding line (Bl / BSl)
- - - - - - - Easement line
Note: Sanitary Sewer
Top of Costing Infannalion
Upstream Manhole. TC=917.24
Downstream Manhole, TC=91B.09
per record drwg.
VB06.0053755
LOT I 83
u
""~.
=~=
DetaR of
GrcwId/Slorm Water:
Row pattern of 0"1
indMdud lol
U
Assumed North
Scale: 1" = 30'
Note: Bunder to
ensure positive
drainage oway
fram structure{s).
NOTE: GARAGE F.F.E. IS
PROPosro TO BE 0.8' ABO
CURB AT ORI'<t:WA Y T.B.M.
Note: Sump pump(s) to be
placed by bunder os needed.
M.H.p28
TC=917.24
POl REOOlO
D'Ml
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.0 O"'_'!e -.5'-3 ~o ~ 00
COOK.w..clll o_n!e:w
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0........ ~o~Q-C_i:i:_ft1
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ftI:1 ellftl_lIIQ s=:s.c~ftI-
9-0.. ~ a.:i"g.g' ft &:2. -g g-
g~g~ftI~Ciu ~S:o..-
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g.Q(IIog.!!:I!lc:-.ug-2.
ft~~""-'~~ _o9:U1C'1l
o..o.._Q 0 -a.-$ 0..
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00.. ~U19..:!.o_go..~
o ~ !-~~ 2"-c ~~ g.. ~3
ii'g- 8 g m~a ~~.i~n.:I
~-9.. 0:: a:: W 0 :110... (i'" 0 ::r
_ o--SLo-cWUI:lQ
CIln UU:::ll__CIl ~-OVlOW
gftlftl"<~a; g=U1~u
~ello::o..cC;;-=f!..Y'ngcC6g
~ 2" :~f~g g ~ ;+o..tic:-:::II
2. O"~:::II...... 0 ___...o..;JO;" 0..
~ 0' _!.o..; -- s'ca g-:I ~ ~
g.:I. .ooi:i: caO ~
_ 0 0 ur~ - =f' :i
~c;-li g-~~5'
Ul ~ C'Il
. (G' g.~g:o..
= ~
Note: The contractor is to maintain a
minimum d"rstCllce of ten feet (lO')
between the sanitary sewer and wter
line laterals.
z
:i
.
o
1
"-
.... TYPICAL SWALE SECTlON
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c..t>.. %1 St.-&.
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1Jt>.\1.. t.-&'I' .I.t.- .
\...\lI.t>.'~t f'
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NOTE: iQIJ
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.
PER CARMEL ZONING ORDINANCE 26.1.1.
Flood Hazard Statement: The accuracy of any flood hazard data shown on
this plot pIon is subject to map scale uncertainty and to any other
uncertainty in location or elevation on the referenced flood insurance rote
mop (FIRM). None of the within descnbed land lies within that special flood
hazard zone. A., as said land plots by scale on Community Map Panel ,
1B057C0205F of the flood insurance rote mops (FiRM) for Hamnton County,
Indiana, Doted May 19, 1981.