HomeMy WebLinkAbout05070232-Site PlanGar. FFE ==914,3
1st Fir FFE = 916.1
Bsmt FFE = 906 3
Drive Slope = 2.2%
SSD
C,A.#6
VAR. D.&U.E. & R.D,E. & LE.E.
Contractor should verify site
specific information depicted
hereon with the approved
construction plans i'or this
development,
, /
10' D.E,
/
/
SPER DRIVE
130~ BC-BC)
Flood Hazard Note:
Lo Number 397 lies within Zone "X' per the scaled location
on the Flood Insurance Rate Maps for Hami on County,
Indiana (Community Panel #18057C0205F. dated FebruaW
19, 2003).
Note:
survey.
Consulting & Land
Minimum Side Yard - 5'
M nimum Aggregate - 10'
Minimum Rear Yard - 20'
_+9,775 SF
PAD 914.3 PER PLAN
10
Drainage Flow
Note:
The proposed construction grades depicted hereon are based upon
information, proposed grades and/or contours, taken from the
approved construction plans prepared for this subdivision. Unless
stated hereon, no information pertaining to bul not limited to,
fluctuating water table elevations, soil types or conditions within the
building area of sa d et has been provided or referenced on said
plans W th the construction of a basement, it is rec0mmended that
the lowest floor elevation be constructed at least two (2) feet above
any adjoining bodies of water unless a study of facts reveals
otherwise. Should any ground water be w~thessed during the
excavation of said structure, the lowest floor elevation should be
raised at least two (2) feat above the ground water level and
additional consb'uction techniques should be incorporated to
alleviate future problems.