HomeMy WebLinkAbout06030142 Site Plan
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Schneider
The Schneider CorporaUoo
8001 ot.iI Avenue
Wsloric 'ort Harrlson
Indi"",poU.. Indj.". 44216-1037
317-626-7100
317-626-7200 FAX
fll&JneerioI
Sun'1In&
LandJcape Archilect.ure
GIS .IJS
Goo101Y
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Note : The garage fU1ished floor elevation
is 1.4' above the curb ot the drive, per pion.
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, foiling to do so results in the contractors
assumption of aU liability.
Note: The basement elevation, depicted hereon, has been
determined and based upon the pod grades and/or contours
token from the construction plans for this subdivision. Unless
stated, no information about fluctuating water tables, soil
conditions, 0( soil twes has been provided 0( stated on sold
pions. It Is recommended that the basement finished floor
e/evotioos be at least two feet (2') obove the normal pool
e/evatioo of any ad'pining bodies of water, unless a study of
facts reveals otherwise. If during the excavotion process any
ground water is witnessed, The Schneider Corporation should be
notified immediately. The basement elevation should be raised two
feet (2') above the ground water, and additionol construction
techniques should be incorpOfated to alleviate future problems.
Note: Sump pump(s) to be
placed by bu~der os needed. DetaD of Glound/ Storm
n Water flaw pattern for
U individual lots.
Vb06.0050296 ^
Lot # 186 IJ
=~=
~
(70' RjW)
[OOQ]] Proposed Cifades
000.0 Existing Grades
_000.0- Contour Gfade
* ApprOK. lateral Location
- . - Sanitary Sewer lines
-.- Storm Sewer lines
- IJ - Water ServIce Unes
- - - - - - - Sub-Surface Drain lines
. Llanhole (Sanitary or Storm)
. Beehive Inlet (Storm)
iii Curb 101,1 (Stam)
D E"d SocII", (Stam)
..... rn H}drant
- ... -.... - flow lIne of swole
- Buidlo9 llo, (Bl / BSl)
------- [asementl.,e
Plot Pion legend
Community Restrictions:
Side Yard", 5'
Rear Yard = 20'
Aggregate = 10' (B.H.)
Zoning'" 51
H.P. 917.8
Assumed North
Scale: 1" '" 30' Note: Bu~der to ensure positive
drainage away from structure{s).
R.H. of Indiana
Finished Floor Elevation Information
Pad Grade = 919.7 per pia"
Pad Grade + 0.7' = Garage FFE (920.4) ~
Garage FFE + 1.5' = Residential FFE (921.9) 36.0'
Residential FFE - 9.0' Basement FFE (912.9) B-B
Ground Cover Calculations:
Orive = 940 SF i
Public Walk = 1.261 SFi
Private Walk = 9 SFi
Hydraseeding = 5.366 SH
Sad = 857 SYt. from
Rear of residence.
TC=919.69
PER RECORD
ORA \\1NG
Sf
-
-
OJ/'", C
~y
51.5'
Sidewalk to be placed
l' from property line,
11' from bock of curb,
on Dolan Way
Sidewalk to be placed
l' from property line,
.' from bock of curb,
on Caswell Drive
~GNA lURE :
OATE:
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~ . STATE OF.... ~
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Nole: Per Carmel zoning ordinance 26.1.1 The
residential district limits height to twenty-five feet (25'),
however 0 dwelling may be increased in height to .h
thirty-five feet (35') provided the side and rear ~ds
ore increased on additional one foot (1') for each one
foot (1') the structure exceeds the first twenty-five feet TC=919.16
PER RECORD
(25') in height. DRA\\1NG
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 flood 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 REPRESENTS CON~R~A nON OF RECEIPT Of PlOT PIM BY CUSTOIAER.