HomeMy WebLinkAbout06010045-Site Plan The Schneider Corporatton
~ P at ~m Pr~ F~ R.H. of In~ ~ pr ..... ~ cr~-e~
Lot ~ 965, containing 7,000 S.F.~, ~ ~F~;~
RI~ nf W~dav ~0.0 Contour ~ade
~-~' '~ ~ ' * ~prox, Lateral L~at on
~ ~ O~Z ~ I S~nitory ~wer Lines
IN~, I UN~ ~ Sto~ Sewer Lines
:Y* Y ~ ....... ~b-~doce Dmn Lines
~ Jg~ ~, R~ · ~onhole (Sanitary ~ Storm)
~o~ ~ ..... c+ /RO'g~ ~ Beehl~ Inlet (Storm)
~v~ .... ~ ~, x ~ -/"z ~ Cu~ Inlet (Store)
uo~e, N ~074 ) End Sect{~
Prepared Dote:12~15/05: B$ AMA
Pr~ ~s): INVENTORY
Community Restrictions:
Side Yard = 5' t~IN (ONE 91D£)
Rear Yard = N/A
Ag~egote = 20~ LOT
R,H. of Indiana
~nished Floor E evat ~ Information
Pad Grade = 905,4 p~
Pad Grade + O,T = ~roge ~ (906.1)
Garage FE + 1.5' = ~esident{ol ~ (907.6)
Residential FFE - 9.0 = Basement FFE (898.6)
Note ~ ~e garage ~i~ fl~ ele~ti~
~s ~8 abo~ ~e m~ at ~e dri~ onr Dion.
Ground Cover Calculoti~s:
Drive = 718
Public Wolk =2~ SF~
Pri~te Walk =56 SF~
~roseeding =N/A SF~
S~d =294 SY~ .
entire ~rd
o o o~' o o o
Fire
Hydrant
-- -- -- Flow Line of SWale
..... Building Line (BL / 8SL)
...... Easement Line
~ ProPosed Londsccue Area
Note: Sonitor~ Sewer
Top of Casting information
Upstream Manhole, Tc=g02.77
Downstream Manhole. TC=g04.43
Der plan,
SidewoA to be placed
f ,from property line,
5.5 from back of curb,
per plan.
TC=904,43
PER PLAN
Note:
]his drawing is based on construction plans or record
drawings, and is not based upon o field survey, The
Schneider Corporation ages not warrant the accuracy or
sufficiency of this information, Contructors should verify
existing conditions Drier to any construction, Any
d~screponcy found on this drew}ns should be reported to
The Schneider Corporation immediately, failing to do so
results in the contractors assumption of oil lieb~]ity.
Note:
The basement devotion, depicted hereon, has been determined
and based upon the pod grades and/or contours taken from
the construction olons for this esbdivision, Unless stated, no
information about fluctuating water tab}es, soil conditions, or
soil t~pes has been provided or stated on said plans, It is
recommended that the basement fin}shed floor elevations be
at isost two feet (2') above the normal pool elevation of any
ad~ing bodies of water, un ess a study o! facts reveals
otherwise, if during the excavation process any grouna water
is witnessed, The Schneider Corperofion should be notified
immediately, The basement dewtion should be raised two feet
(2') ~bove the ground water, and edditiondi cunstmction
techniques shcu{d be hcoronroted to alisviote future probisms.
Detail of C, rcund/Storrr
Water flow aattem for
Vb05.0046274
I] LOt # 965
~ Note: Builder to ensure positive
c:=~ drainage away from structure(s).
0 Note: Sump pump(e) to
Assumed North planed by builder as nee~ee.
Scale: 1' =
Note: Per Carmel zoning ordinance 26,t.1: The
residential district limits height to twenty-five feet (25'),
nowever a dweil~g may be increoned in height to
thirty-five feet (35'} provided the side and rear yards
are increased an additional one foot (1') for each one
foot II') the structure exceees me r~st twenty-five feet
(25') }n he'~ht,
N/C REXq~dON t
Note: REUSED C:ARAG~
]his plot plan was prepared at the dlent's request 1-9-06 :SXN
with out the benefit of e recorded ploL ]he builder
/ oonb'ontor has been cout~ened that the depicted
ilns work hereon is subject to change, at their expense,
Flood Hazard Statement: The accuracy cf any I~ood hazard gum Shown on mis report ~s suoject
map scale uncertainty and to any other uncertainty in location or elevation on the referenced flood
insurance rate map, ALL of the within described land DOES NOT lie within mat spec~a~ flogs hazers
zone AE as sa~d land plots by scale on flood insurance rate mag #180081 0205 F for the City of
Carmel. nd aha dated February '19. 2003.
~NATURE: DAT~:
FLOOD HAZARD STATEMENT
CER~FICA~ON
~ -~,': ~ ~*.. ~ %
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