HomeMy WebLinkAbout06030073 Site Plan
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Note:
This drawing is based on construction pions or record drawings.
ond is not based upon 0 field survey. The Schneider Corporation
does not warrant the accuracy or sufficiency of this information.
Contractors shouid verify existing conditions prior to any
construction. Any discrepancy found on this drawing should be
reported to The Schneider Corporation immediately; failing to do
so results in the contractors assumption of all liability.
The Schneider CorporaUon
89010tiJAvenue
Hlstoric Fort HarriJoD
IDdlaDapoliB, 1ndlan4 48218-1037
317-1l28-71oo
317-1l28-72oo FAX
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, PER RECORO
" DU&'" ORA~NG
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This Plot Plan Prepared For. R.H. of Indiana
Lot # 249 , containing 15,563 S.F.:!:, in
Cla)boume
Section I 3
INSlR. , 2004000II0247
P.c. , 3, Slide , 533
HarnHton County, Clay Twp
Sec 30, T1aN, RlI3E
13156 Salamone Way (50'RjW)
Carmel, IN 46074
Prepared Date: 03/02/06: By: AMA
Proposed Bu)'lll"(s): Andrea & Duane
Community Restrictions: Cumberbatch
Side Yard = 5'
Reor Yard = 20'
Aggregote = 10' (B.H.)
Zon~g = SI
R.H. of Indiana
Finisl1ed Floor Elevation Information
Pod Grade = 915.4 per pion
Pad Grade + D.7' = Garage FFE (916.1 )
Garage FFE + 1.5' = Residential FFE (917.6)
Residenlial FFE - 9.0' = Basement FFE (908.6)
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10
16.41'
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Lon_po Archll<lcl1lt<l
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Plot Plan leqend
iJIIl[OJ Proposed Grad..
000,0 ExIsting Grades
_000.0-- Contour Grade
* Approx. Lateral Location
- . - Sanitary Sewer lines
-.- Stann Sewer UnO!
- '" - Water ServIce lines
- - - - - - - Sub-Surface Drain Lines
. Monhd. (Sanltory Of Storm)
. B""I" Inl.t (Storm)
III Curb Inl.t (Storm)
D End Sectl... (Storm)
.... Flr. Hl""ont
- ... - ...-Row Une of swole
- - IloOdlng Un. (Bl / BSL)
------- Easement line
Note: Sanitary Sewer
Top of Costing Information
Upstream Manhole, TC= 912.98
Downstream Manhole, TC=914.47
per record drawing
Sldewolk to be placed
l' from property line,
4' from bock of curb,
per plan.
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Assumed North
Scale: 1- = 30'
TC-912.9B
PER RECORD
ORA~NG
1914.51
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TC=914.47
PER RECORD
ORA~NG
JYi-
2 ? (, z...
Deton of Ground/ Storm
Woter flow pottern for
individuol lots.
#
#
Note: Builder to ensure positive
droinage oway from structure(s).
RE~~ON 11
MOW HOUSE
PER EO
03/02/06 Ml.A
Ground Cover Calculations:
Drive = 907 SF t
Public Walk =166 SF:I:
Private Walk = 67 SF:I:
Hydroseeding =8,091 SFt
Sod = 457 SY:I:, from
Rear of residence.
~
T'l"PICAL SWALE SECTION
Note : The garage finished floor ~evatian
is 2.3' obove the curb at the drive, per pIon.
PLEASE NOTE THAT THE STRAIGHT UNE SLOPE
OF THE DRIVEWAY FR0t.4 THE GARAGE FINISHED flOOR
ELEVATION TO THE TOP OF THE CURB AT THE CENTER
OF THE DRIVEWAY EXCEEDS 5~ AS PROPOSED. THIS SLOPE
IS BASED ON THE REQUIRED MINIMUM GARAGE FINISHED
flOOR ELEVATION AND THE EXISTING TOP OF CURB ELEVATION.
Note: Per Cormel zoning ordinance 26.1.1 : The
residential district limits height to twenty-five feet
(25'), however 0 dweltlnq may be Increased in
h.lght to thirty-five f.et (35') pro,;d.d the sid.
and reor yards are Increosed (In additional one
foot (1') fOf each on. foot (1') the structure
exceeds the first twenty-five feet (25') in height.
Note:
The contractor Is to mointaln a minimum
dlstonce of ten feet (10') between the
sonitory sewer and water tine laterals.
Flood Hazard Statement: The accuracy of any flood hazard data shown on this report is subject to
map scale uncertainty and to any other uncertainty in location or elevation on the referenced flood
insurance rate map. ALL of the within described land DOES NOT lie within that special fiood hazard
zone AE as said land plots by scale on flood insurance rate map #18057C 0205 F for the City of
Carmel, Indiana dated February 19, 2003.
~GNA lURE :
DATE:
~GNA lURE REPRESENTS CON~RMA TION Cf RECDPT OF PLOT PlAN BY CUST()f,IER.
FLOOD HAZARD STATEMENT
CERTlFICA TlON
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