HomeMy WebLinkAbout05030090-Site PlanNote:
]his drawing is based on construcGan plans or record
drawings; and IS not based upon a fleJd survey· ]he Schneider
Corporation does not warrant the accuracy er sufficiency of
this information. Contractors should verify existing conditions
prior to any construction. Any discrepancy fonnd on this
drawing should be reported to ]he Schneider Corporation
tmmed atel~; failing to do so results in the contractors
assumption of oil liability,
Note:The = hue bean
taken fr~n the c
soil
(2')
Community .R~trintions:
Side Yard =5 . Note: ~nitory Sewer
Rear Yard ,, 20 Top of Casting information
AggreSate = 10' (B.H.) Upstream Manhole, TC=916.40
Downstream Manhole. Tc=gt4,75
R,H of ndana her lan
Rnished flo~r~ [lewUon Information r P
Pad Gr~e = 916;{. per plan
Pad Grade + 0.7,= Garage F~ (917.1)
Recklontinl FF~ - 9.0 =B=
No!,e: The 9stage ~lshed floor e~evetten is
2.4 ebove the c~rb at the drive, per
Sod Calculations:
Drive = 1,094~:i:
Public Walk =393 ~+
Private Walk =215 ~+
Hydronesding =5,202 SF:I:
Sad =455 $¥i Item
Rear of residence.
Note:
1he coho'actor is to maintain o minimum
·stance of tm feet [I0') between the
sanitary sewer and water line Iotaro~s.
Skbwelk to be pl~ces
I* fr~m property line,
~-' from back of curb.
pa' plan.
\
%\ \
TC=916.40
M~ PLaN
Note:
away
Note:
Sump pump(s) to be placed by
builder as needed.
Lot # 109
n Vb05.002§807
Assumed North
Sc(de:
24.7'
ofOrannd/Sthrm
Water flow t~tth~n for
indlddu~ lots.
FloodHazardStatement The accuracy of any f ood hazard data snown on th s report s
subject to map scale uncertainty and to any other uncertainty in location or elei/afloe on the
referenced flood insurance rate map. ALL of the within described land DOES NOT lie within mat
special flood hazard zone AE as said land plots by scele on flood insurance rate map #180081
0205 F for the City of Carmel, Indiana dated February 19. 2003.
'
RE REPRE CONFIRUATION 0~ RECEIPT ~ PLOT PLAN BY CUSTOmEr.
Note: Per Carmel zan~g ord{nOJlce 26.1.1: The
re~identk~ district limits height to twenty-five feet
(25'), however o dw~ing may be Jr~'sueed is height to
thL"ty-flve feet (35") provided the side end rear yards
~e lncraneed on additional one foot (1') far each me
foot (1') the structure exceeds the first twenty-five
feet (25') in helghL
49.4'
52.6'
FLOOD HAZARD STATEMENT
CERTiFICATION
nv.
i S03O3
'". STATE OF
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