HomeMy WebLinkAbout05040071-Site PlanProposed Chan& Vanna Pin
Common ty Restrictions:
S,de Yard =
Rear Yard = 20'
Afl,agate = 10' (B,N.)
R.H. of Indiana
Finished Floor Elevation Information
Pad C~ade = 915;0 per plan
Pad ~-ade + 0.7 ~ Garage FEE (913.7)
Garage ~ + 1.5' ;~- ?si~entJ6/FF[ (91~;2)
Resic~entibl FFE - 9.0 = Basement F~ (906,2)
Note The ga'age rmished floor elevation
is 1.8 above the curb at the drive, per plan.
Sod Calculations:
Drive = 797
Public Walk =294
Private Walk =103 SFi Note:
H~roseeding =4,716 SI:+
Sod ---335 SY+ . from
Rear of residence.
Note: Sanitary Sewer
Top of Casting information
Upstream U~hole, TC=911.80
Dowoetrenm Manhole, TC=912.70
per plan.
1he contractor is to ma~tala a minimum
diatonco of ten feet (10') between Ins
Sidewalk to be pfsoea
1' fram property line,
4' from bac~ of curb
p~ p an.
Note:
This drawing is based on construction
end is not based upon a f~d survey. The Schneider Corporatis
does not warrant the accuracy or sufficiency of this ~nformotion.
Contractors should verify existing conditions prior to any
construction. Any discrepancy found on this drawing should be
reported to The Schneider Corporation Immedtatul~ failing to do
so results in the contractors nssomptidn of all liability.
Note: The basement devetinn, depicted hereon, has been
determined and based upon the pad grades nad/or contours t~ken
from tho constmcOon plans for this suhdMsion. Unless ntuted, no
information about fluctuating water tobies, soil conditions, or soil
t~ss has been proWdod ar stated on ssid plans, It is recommended
that the basement finished floor devotions be at least two feet (2')
boys the normal pool aevatian of any adjoining bodies of water,
ualsse o study of facts reveals otherwise. If during the excovaOon
process any ground water is witnessed, The Schoe~¢r Ca'poration
should bo noUfied,immedlately, The basement eievetian should he
raised two feet (2) above the ground water, and additional
construction techniques should be incoq)orated to alleviate future
Vb05.0031201
iLot # 256
Assumed North
Scale: 1' = 50'
Deto~ of ~eund/ Storm
Water flow pattern
individsel lots.
Nots: Builder to ensure positive
drainage away from structure(s).
Note: Sump pump(e) to ne
placed by ba~der os needed,
Note: Per Carmel zoning ordinance 26.1.1: The
resi,d, eati~ district limit~ heist to twenty-five feet
(25), however a dwaling may be ina'eased in height
to thirty--flw feet (35') proud the side and rear
yards ore inc,'eased an additiaonl one foot (I') for
each one foot (1') the structure exceeds the first
twenty-five feet (25') in height.
Flood Hazard Statement: The accuracy of any flood hozara 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 an said land plots by scale on flood
insurnnce rate mop 1~180081 0205 F for the City of Cormd, indkmc
dated February 19, 2005.
FLOOD HAZARD
CERTIFICATION
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so o3
RE~IgON 11
ADDED RECORDED
INFORMATiON
4'
04/0 /05 A~IA
C(~NRRUATiON OF RECEIPT OF PLOT PLAN BY CUSTOUER.