HomeMy WebLinkAbout07040008 Site Plan
~~
Schneider
This Plot Pllll Prepared For: 11,.1 Homes
Lot # 05, contoining15,942 SJ.:l:, in
Heath. Knoll
Section , 1
Instrullllllt f2OO5OOOO3045
P.c. J. 9lde 560
aoy TOlIIIshlp. Homltlll County
SEe 20, TIlIN. R03E
14210 CAMDEN LANE (50' R/'tI)
Westfield, IN 46074
Prepared Dote: 03/23/07: By: KAG
Community Restrictions:
Side Yard = 3' min.
Aggregate = 6' B.H.
Zoning - SI
Mil HOMES
Pod Grode = 917.2 per plan
Pod Grode + 0.2' = Garage FIT (917.4 )
Garage FIT + 0.5' = Residential FIT (917.9 )
Residential FIT - 9.0' = Basement FFE (908.9 )
Driveway Slope = 1.8X
NOTE: GARAGE FJ.E. IS PROPOSED TO BE
0.8' ABO~ CURB AT DRI~WAY T.8.M.
GROUND CO~R CALCULATIONS:
Drive = 1,038SF i
Public Walk = 446 SF i
Pri...te Walk =N/A SFi
Seeding =9,747 SFi
Sod = 363 SYf,
from front of residence.
FLOOD HAZARD STATEMENT
CERnFlCA nON
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TIle Sclmelder CorporaUon
8901 au. Atau.
_,'orlHarriloD
IndiDapolle, IndiDa 48218-1037
317-1128-7100
317-1128-7200 ,All
Note:
This drawing is based on construction pions or record drawings.
and is not based upon 0 flOld survey. The Schneider Corporation
does not warrant the accuracy Of sufflciency of ihis inf"""atian.
Contractors should verify existing conditions prior. to any
construction. Any discrepancy found on this drawing should be
reported to The Schneider Corporation immediately. foiling to do
so results in the contractors assumption of 011 liability.
IqIDeerIna
3\1no1IOa
LendIcope _
GIS'IJS
GeoIcu
Plot Plan Leqend
[]jj[[J Proposed Grades
000.0 Existing Grades
__000.0- Contour Grode
* Approx. Lateral Location
- . - Sanitary Sewer Unes
- ., - Storm Sewer Unes
- " - Water Service Unes
- - - - - - - Sub-Surface Drain lines
. Manhole (Sanitary or Storm)
I Beehive Inlet (Storm)
- - . .Curb Inlet (St"",,)
D End Section (St"",,)
... Fire Hydrant
- .... <> - <> <>.. - now line of swole
- - Building Une (BL / BSL)
- - - - - - - Easement Line
Note: Sanitary Sewer
Top of Costing Information
Upstream Manhole, TC= 916.98
Downstream Manhole, TC= 916.50
per record drwg.
Note: The contractor is to mointain 0
minimum dislonce of ten feet (10')
between the sanitary sewer and water
line loterals.
~~.. -
'"
LOT * 5
VB07.0070668
o
~
=~=-
o
Assumed North
Scale : r = 40'
:i.
':i!
.
o
4: 7 SLOPt ~
Detolof
Gfound/Storm Water:
no. pattern of (II
i1dMduol lot.
[Q]
-M-
-~-
- ---
Note: Builder to
ensure positive
drainage away
from structure{s).
4'.' 5\.OPt
TYPICAL SWALE SECTION
NOTE: IN THE RESIDENTIAL DISTRICTS UMITING
HEIGHT TO T\\tNTY-FI~ (25) FEET, A DIIUUNG
MAY BE INCREASED IN HEIGHT TO THIRTY-Fl~ (35)
FEET PROVIDED THE SIDE AND REAR .YARDS ARE
INCREASED AN ADDITIONAL FOOT FOR EACH FOOT
SUCH STRUCTURE EXCEEDS T\\tNTY-F1~ (25) FEET
IN HEIGHT. PER CARMEL ZONING ORDINANCE 26.1.1.
This drawing is not intended to be represented os 0 retracernent or
original boundary survey, 0 route survey, or 0 Surveyor Location Report.
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 e1e...tion on the referenced flood insurance rote mop (FIRM). None of the within
described land iies within that special flood hazard zone "A", os soid land plots by scale on Community Mop Panel ,
l8OOB1DD01C of the flood insurance rote mops (FIRM) for Hamnon County, 'ndiona, Doted May 19, 1981.
lS'RO.t
15' R.O.t.
....
.
III II
1
~
175.43 11~
REVISION #1
DELETED DECK PER EMAIL
03/27/07 - KAG
NOTE:
SUMP PUMP(S) TO BE PLACED
BY BUILDER AS NEEDED.
Note:
The bosemInt etMtion. depicted hereCl'l, has been det.-milecl and bosed on
the pod lJ'odes ond/rx contours tak<<t from the construction pkI1!1 for this
subdMsion. umess stoted, no information about fluctuating wat. tabtes, sol
conditions. or soi t)9l!S hos been provided << stoled on soid plm$. This lot
is locoted nea' 0 body of wat... Lot or sol conditions moy require that the
_.,t floor e1mtlon be held 2 1001 _ ncrmd pool _Ion. Slto
investigaticrt moy be needed if lIOter is encountnd m.ring the exeovotion
process or If other known wat. eIevotion or sols conditions are present.
InwsUgotion and any remedicJI procedures Is at the discretion of the bulder
to determine and 1.1 opprOJlriote steps of octieJ" If any lJ'ouncI woter Is
encountered during excovatlon the bolder is enecuroged to contoct The
Schneider Corporotion to d'1SCUS$ possIlIe courses of action.