HomeMy WebLinkAbout05050099-Site PlanLot # 183 , containing 13,999 S.F.:J:,
Cla)~mume ~
~o.o E~ting
I~S1R, t
H~ltm ~t~ay T~
~59 Dofan Way . (70'R~
Prepared Da~e: 05/0~/05. ~ A~A
Community Restrictions;
Side Yard =N/A
Rear Yard = 2~
Aggregate = 10 (B.H.)
R.H. of Indiana
Finished Floor ElevetJen Information
Pad Grade = 919.9 per plan
Pad Grade + Off,
Garage FFE + 1,5
Residential FF[ - g~ement FFE (913.1)
Note: The garage finisbed floor alevetion
is 2.6' above the curb at the drive, per plan.
Sod Calculations: 0
Drive =1,228 S~:I: ~
Public Walk =367 SF:I:
Private Walk =217 SF-I-
H~roeeeding = 6,04-3 SFq-
Sod =545 SYJ:, from
Rear of residence. =J_¢,,.~c=
^~med Nodh
Scale: 1' = 30'
Sidewalk to be I~acea
1' from property {{ne,
11' from back of curb,
per plan.
Note: Per Cermm zoahg ordinance 26,1.1: The
reeldeaUal district limits he~t to teary-five feet (25'),
however a dwelling may be {noreceed in h~t to
thirty-five feet (35') provided the side ,end rear yards
are in~ecsed an additional one foot (1) for each one
fao! (1) the structure exceeds the first taenty--five feet
(25) {n height.
FLOOD HAZARD STATEMENT
CERUFICA3]ON
W/llllllflllfljfl~i\~\\\~
kpp~x. Laterd L~c~tlo~
~ · ~ Sanltmy Sewer
~ St~ ~ ~
...... ~b-~ ~a~
* M~h~l~lt~ ~ St~)
~ ~ ~ (S~)
O ~d ~ (St~)
~, ~e H~mt
......... Row ~e of swde
Note: ~nitary Sewer
T~ of Casting Inf~ati~
Upstream Manh~e, TC=g19.~
Do.stream Menhole, TC=919.69
p~ ~on.
Note:
This drawing Is based on consu'ucflon Cans or record drawings,
and is not based upon a field survey The Schneider Corporation
does not warrant the accuracy or sufficiency of this information.
Contractors should verify existing conditions prier to any
construction. Any discrepancy found on this drewing should be
reported to The Schneider Corporation Immediatd~ failing to do
so results in the contractors assumption of all ffability.
Note: '/he beeemeat elevation, depicted hereon, has bean
determined end based ~pon the pad grades o4'ld/or contours raked
from the construction plans far this subdivision, Unless stated, no
information about fluctuating water t~ee, ~ condit ons, or ed}
t~pea has been provided or stated on said plans, it is recommoncled
that the basement finished goar alev~tlons be at {east two feet (2')
above the narmal pool aleutian of any edjalnlng bodies of water.
unless o study of facts rsve~s otherw~ee. If during the excuvation
process any ground water is witnessed, The Schneider Coronation
should be notified Immediately, The basemeat deveticn shonld be
raised two feet (2') above the ground water, and c~kflt~ond
constructia~ teahn{quea should be {ncorperoted to alleviate future
~rsbiems. Detail of ~onnd/Siam
Vb05.0033137 wa,. al al ,attem ,at."
Lot # 183
Note: Builder to ensure positive
drainage away from structure(s).
to be
by builder as needed,
/
/
15' flL
40'
Flood Hazard Statement: The accuracy of any flood hazard data shown on this report is subject to
map scale uncertainty and to any other uncertainty in location or elevation or the referenced flood
insurance rate map. ALL of the within aesaribed land DOES NOT lie within ~at special flood hazarc
zone AE as said land plots by scale on flood insurance rate map #180081 0205 F for the City of
Carmel, Indiana dated February 19, 2003.