HomeMy WebLinkAbout05040202-Site Plan· b Rot P~ Pralmr~ F~ 14/1 Homes
Lot// ~§, co~toi~Jncj]l,§~ ~.F.~, J~
~mt ~ U~
P.C ~ ~ ~
Qoy T~, ~l~ ~nty
( 50' R/W)
Prepared Dete: 04/08/05: By:. AMA
Community Restrictions:
Side Yerd = 3' min.
Aggregate = 6' B.H.
M/q Homes
R~ishad Roar [levation Information
Pad Grade = 91~.9 per p an
Pod Grade + 0.2 = C~roge FF[ (917J)
C-orage FFE + 0.5 = Resi~lential FFE (917.6)
Residence FFE - 9.0' = Basement FFE (908.6)
Note:
Ibis drawin~ is based on construction plans or record drawings,
and is ~ot bused upon o f~d survey. The Schneider Corporation
does not warrant the accuracy or sufficiency of this information,
Contractors shonld verify existing conditions prior [o any
construction. Any discrepancy found on this drawing should be
reported to Re Schneider Corporation immadidtety, foilhg to do
so results in the contractors osuumpbon of all liability.
~-d~-,',',',',',',~] Proposed Grades
000.0 Existing Grades
.----000.0---'-' Conth~r Grade
* kpprox. Lothrat Loc~tion
'-----' I Sanitary Sewer Lhes
'-----,~'------ Storm Sewer Lines
-- v ~ Water Service Lines
Manhole (Sanitary or Storm)
-- - -~ S~b-Surface Drain Lines
Beehive InleJ (Storm)
Curb inlet (Storm)
End Section (Storm)
~, Rte Hydrant
......... Row Line of sw~te
-- Building Line (BI. / BSL)
....... Eouomest Une
Note: Sanitary Sewer
Top of Costing information
Upsfresm Manhole, TC=916.50
Oownstronm Manhole, TC=915.50
per record drawing
Vb05.0031595
LOT f 35 ,sto, o,
Ground/Storm Wot~
Assumed North Note: Bu~ider to
Scale: 1" = ~0' ensure positive
drainage away
from structure(s).
Note: l~e garage finished floor election
is 1.4' above the curb at the drive, per
Sod Calculations:
Seeding = 5,881SF:E ,
Sad = 529 SY~ , from
resr of home.
X
\
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FLOOD HAZARD STA1EMENT
CERURCATION
'
Note: S~mp pump(s) to be
placed b) builder as needed, line ~thral&
Note:
1he basement eieveUon, depicted horeor,, has been determined
and based upon the pad gredes ond/or contours taken from the
construction plans for this subdivision. Unless states, no
info~rnotion about fluctuating water tables, sag conditions, or soi~
t~pes has bern provided or stated ~n said plans, it is
recommended that the basemen[ finished floor elev~tiess be at
I~ost two feet (2') above the normal pool elevation of any
ed~ining bed,s of wotor, umess u study of facts revecls
otherwise. If during the excavation process any ground water is
with~ssed, The Schneider Corporation should be notifio~
m~,,medioteiy. The basement elevatior should be raised two feet
(2) above the ground water, and additional construction
techniones should be incorporated to alleviate future probioms.
Note: ]~e contrsutor is to maintain a
minimum distance of ten feet (10')
REVISION 1
UOVED HOUSE AND
ADDED SIDE LOAD GARAGE
04/11/05-SLB
Rood Hazard Statement: The accuracy of any flood hazard data sho~ on
this plot pion is subject to map scold uncertainty and to any other
uncertainty in [onation or elevation on the reforencad flood idsuronce rate
map (FIRM). N.o.n.e of the within described land lies within that space flcad
hazard z~ne A as said and plots by scale on Community M~p Pond ~
1800810001C of the flood insurance rote moos (RRM) for Hamilton County,
Indiana, Dated May 19. 1981,
NO'E: THE ~llHlN PLOT PLAN WAS PREPARED AT THE CUENT'S
REOUEST WITHOUT BENEFIT OF A RECORD PLAT, THE CON1RACTOR
AND/OR BUiU)ER HAS BEEN CAUllONED THAT THE DEPiClED UNES
SHOVel HEREON ARE SUBJECT TO CHANGE,