HomeMy WebLinkAbout06110116 Site Plan
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Schneider
The Schneider CorporaUon
8901 0tiJ Avenue
Bislorie rort Ha.rriaon
lDdianapolla, lodi&na 48216-1037
317-826-7100
317-626-7200 rAI
Eng1n""'"
SumyiDJ
landactlpe Arehlt.eclure
GIS .us
Geology
this Plot PlCIl Prepored For: R.H. of Indiana
Lot # 95 ,containin9 5,400 S.F.:!:, in
Stanford Pak
Sectlon I 1
INSTR. I 200500009385
P.C. # 3, Slide I sn
CERnRCATE of CORRECnON
INSTR. I 200500044195
Cay Twp, HornUton County
See 29, llaN, R3E
3421 W1NOY KNOLL LANE
Carmel. IN 046074
Prepared Dote: 11/08/06 : By. KAG
Proposed Buyer(s): JANICE F. EDDS &
RICHARD L. SPOL YAR
Plot Plan Leqend
(70' R/Yf)
[QQQ]] Proposed Grades
000.0 Existing Grades
_000.0- Contour Grode
* Approx. Lateral location
- . - Sanitary Sewer lines
-IT - Storm Sewer lines
- IJ - Water Service lines
- - - - - - - Sub-Surface Drain Lines
. Manhole (Sanitary or Storm)
.. Beehive Inlel (Storm)
iIII Curb Inlet (Storm)
D End Section (Stonm)
..... Fire Hydrant
- Q ~ ~ - 0 0 0 - Flow Line of swole
Building Line (BL / BSL)
- - - - - - - Easement line
Note: Sanitary Sewer
Top of Casting Information
Upstreom Monh~e, IC= 918.20
Downstream Manhole, TC= 920.50
per pion.
Note: The coo tractor is to maintain 0
minimum distance of ten feet (10')
between the ~anitry ~ewer and water
line lateral"
Sidewalk to be placed
7' from property line,
5' from back of curb,
per plan.
Community Restrictions:
Side Yard =3' min.
Rear Yard = N/A
Agg"gote = 6' (B.H.)
Rn.AND HOMES
Pad Grode = 920.6 per pion
Pod Grode + 0.7' = Goroge ffE (921.3 )
Goroge ffE + 1.5' = Residentiol ffE (922.8)
Residentiol ffE - 9.0' = Bosement ffE (913.8 )
Driveway Slope = 3.5%
Note : The garage finished floor elevotion
is 1.5' above the curb 01 the drive, per plan.
Ground Cover Calculations
Oriye = 608 SF.:!:
Public Wolk = 145 Sf i
Privote Wolk = 52 Sff
Hydroseedlng =N/A Sfi
Sod = 301 Sri, from
entire }1Jrd
36.0'
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58.38'
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NOTE: as
SUMP PUMP(S) 10 BE PLACEO
BY BUILCER AS NEEOEO.
76.38'
____ __J
9 0.0 ""irf--'
vi cq
. '"
^t---~ I '"
=> -.
TC..918.20
PER PUN
'.5' 920.3
L~
~
Note:
The basement elevation, depicted hereon, has been determined and based on
tile pod grades and/or contours token from the construction plans fO( this
5ubdi".;sion. Unless staled, no intOlTTlotion about fluctuoting '/later tables, sol
conditions. or soa t)pes has been provide<lor stoted on soid plans. This lot
is located near a body of woter.lot or son conditions mayrequJre that the
basement lloor elevation be held 2 foot above normal pool ele\'Otion. Site
investigation may be needed if ..atet" Is encountered during the excavation
pr<<ess or if other known water elevation or solis conditions ore present.
Investigation and tny remedial procea..res is at the disaetion of the builder
to determine and take appropriate steps of action. If any ground water is
eocountereddurflgexCQvatJon lhebuRderisencoorQged to contact The
Schneider Corporotion to disOJSS possible courses 01 action.
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TYPICAL sw.....L( SECTION
This drawing is not intended to be represented os a retrocement or
original boundary survey, 0 route suryey, or 0 Surveyor location Report.
Flood Hazard Statement: The accuracy of any flood hazard data snown on this report is subject to
map scale uncertainly and to any Olner uncertainty in location or elevation on the referenced flood
insurClnce rate map. ALL oflhe within described land DOES NOT LIE within Inal special flood hazard
zone A as said land plots by scale on flood insurance rate map:: 18057 0205F for City of Carmel.
Indiana (rn<l!Js d<lled Februilry 19, 2003).
SlGN~IURE : D~l[;
SlGN"T\JREREPRESOm~f1Rt,j"nOOOFRECElPTorPlOTPlAN6YCUSrOl.lER.
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 discrepancy found on this drawing should be
reported to The Schneider Corporation immediately.
failing ta do so results in the contractors assumption
of aU liability.
Nole;
Per Carmel zoning ordinance 26.1.1 .
The residential district limits height to twenty-five
feet (25'), however a dwelling may be increased in height
to thirty-five feet (.35') provided the sIde and rear yards
ore increased an additional one foot (1') for each
one foot (1') the structure exceeds the rlfst
twenty-fiye feet (25') in height.
Detai of Ground/ Storm
Water flow pattern for
indiviooal lots.
Lot # 95
Vb06.0064150
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D
=li:5i=
[J1]
-M-
-w-
- - --
Nale; Builder to ensure
positive droinage away
from structure(s).
Assumed North
Scale: 1" '" 30'
125
~
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f~ ;:::j
3.7' - 917.5
I
12.00' I Vi r
0 <'"
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2!l;:t ~ 51 a ~
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I '"
17.6' '"
4.5'
121.6.917.0
RE;1~ON /1
CHANGE ELEVA]ON / AGD SUNROQIj
1Il/06.D06'576
11-15-06 ~BK
FLOOO HAZARD STATEMENT
CERTIFICATION
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