HomeMy WebLinkAbout05090138-Site PlanFEI (920.9)
:912.4
This drow~ng is based on construction plans Or record dra~ings
and is not based upon o field survey. ~e Schneidor corp~ation
does not we'rant the accuracy or sufficiency of this hformotion,
Contractors should verify existing conditions prat to any
constructian, Any disor~ncy found on this ~lruwing sh~dd
reported to,he Schneider Ci)rpomttoe immediately;, foaing to do
so results in the contractors assumption of all linb~ity.
Water Servine Lines
......... Ro~ Asuum~. North,
-- Scale: I = 30
Note.' Builde~ to
ensure positive
drainage away
Note from structure(s).
Information
TC= 920.80
per record dnvg.
front of
X
155. E
FLOOD HAZARD STATEMENT
CERIFICATION
Note :, 1~e garage finished flour de,etlon
is 0.5 abo'm the cab at the dr~ve, per
Note: Sump pump(s} to be
placed by builder as needed.
Rood Hazard Statement: The accuracy of any flood hazard data shown on
this plot plan ia sub.lent th map scale uncertainty end to any other
uncertainty m location or elevation on the referenced flood insurance rote
map (RRM) N~e of the with n described lend lies w thin that special flood
hozard zone A', as said land plots by scale an C;ommun ty Map Pond ~
1800810001C of the flood insurance rate maps (RRM) for H~milton County,
indinsa, Outed May 19, lgB1.
Note:
l~e bouoment sievation, depicted hereon, has bean determined
and based upun the pad grades and/or contours token from the
constmctJan plane for this subdh~on. Unless stated, no
information about fluctuating water tobies, stol conditinns, or son
types has bean pray(dad Or ~ated on said plane. It is
recommended th.a,t the bneemant fm shed fl~or elevatinne be at
least two feet (2) above the nerm~ pool sievetian of any
adjoining bod~ of water, unless a study of facts reveals
other~ise. If during the excavation prou~s any ground water is
witnessed, 1he .Schneider Corporation should be notified
im,,mediatsiy, lhe basement elevation should be raised two feet
(2) above the ground water, and additional construction
techniques should be incorporated to ailevJate future problems.
NOTE: THE WITHIN PLOT PLAN WAS PR~ARED AT THE CUENI'5
REQUEST ~THQUT BENEFIT OF A RECORD PLAll THE CONTRACTOR
AND/OR BUILOER HAS BEEN CAUllONED THAT THE DEPICTED UNES
SHOWN HEREON ARE SUBJECT TO CHANGE.