HomeMy WebLinkAbout05090194-Site Plan~ [mia ~ ~~ 's 0 ased p field survey. The ~neider CorPoration
l~ttaaa,~ ~ ~ ~ as US does not warrant the accuracy or sufficiescy of th $ information.
m?-s~-ql~o Contrsctors should verify existing conditianS Prior to (my
ma ¥~ construction. Any dtsm'eponcy found on this drawing should be
reported to The Schneider Carporoticn immediatel$ fuging to do
so results in the contractors essumPticn of di! liehifity.
~' ~1' ~ Storm Lines
-- v ~ Water SerWce Lines
n Lines
6' B.H.
Finished Rant Bavarian Information
Pal grade = 91.8;9 per plan
P~ grdde + 0,2 = Sorege FiE (919.1)
Sorege PrE + 0.5 = Reeidontidi FFE
Resdidesce FFE - 9.0' = Soesment FFE (910,6)
Gn~nd Ca~r Caicuiation¢
Seeding = 4,902 SF~
Sod =26~- SY~ , from
froot of home.
TC=919.76
=916.39
Note ~ me ger~Je flni~ed floor devotion
is 1.6 above the curb et the dri~ per TC=gt9.76
pan. ~ RECORD
Note: Builder to
ensure positive
drdinage away
from structure(s),
127.94
FLOOD HAZARD STA1EMENT
CERllFICATION PEa
i } .sro:
~ :.. ] ~ Note: 1he contractor is to me~ntoln a 1he basement eiewtion, depicted hereon, has been determined
~ /,,, ..,, ~ m~nimum distance of tee feet (10') and based upon the pad gredes and/or conteors taken from the
~<.~;'?./.~DIA?,.?,,.:~,~<~:,.~ ~et~eee the sanitary sewer and water construct,on pens far this subdivision. Unless stated, no
~ ~7 elm~l~.~,.,,~ . reformation about flu. ctuatlng water, table, soil
) be at
Rood Hazard Statement: The accuracy of any flood hazard data sho~ on
thL~ plot plan is subject to map s~e uncertainty and to any other
uncertainty in location ~ elevation au the referenced flood insurance rate
map (RRM). N~,e of the within doncn'bed land lies within that special flood
hazard zeoe A, as said land plots by scale eo Community Map Panel ~t
18OR810001C of the flood insurance rate maps (RRM) for Hamilton County,
Indiana, Dated May 19, 1981.
least two feet (2') ~bove the normal ~)o~ elmmtton of any
adjoining bodies of water, unless a study of facts reveals
otherwise. If during the excavation process any ground water is
witnessed, The 5al~neider Corporation ~ould be notified
immediately. The basement election should be raised two feet
(2') above the ground w~ter, and additional construction
techniques should be incorporated to dile~te future arublerns.
N01~ THE ~THIN PLOT PLAN WAS PREPARED AT THE CUENTS
REQUEST WfiHOUT BENERT OF A RECORD PLAT. THE CONTRACTOR
ANO/OR BUILDER HAS BEEN CAUTiONED THAT THE DE:PiClED UNES
~O~i H[EON ARE SUB.CT TO CHANGE