HomeMy WebLinkAbout05060053-Site PlanFor:. R.H. of IndlOaO
8,64-6 S.F,+, in
AMA
Kelly & Kevin
War'er
Side
~e~te = 6 (9.N.)
R,H. of indiana
Finished Roar EteveUon information
Pod ~ede = 915 ~ ~ plan
Ped Orede + 0.7 = ~age ~ (916.0)
~a9e ~E + 1,5 = ~esd~tiel ~ (917.5)
Reside\iai ~ - 9.0 = Docent ~E
Note: ~e g~o~ ~ed fl~ ~evoU~
is Z~ ~o~ ~e ~ at the ~i~ pur
~w~k to ~ H~ed
1, ~ pr~y Ih~
~ Cal~lati~s:
~ri~ =51~ ~
Public WoE ~912
Pri~te Wo~ =51
H~rosesdh9 ~.490 SF~
~d =428 SY~ , fr~
Re~ of reeld~ce.
914.~~
~0~+~c~
__ Plot Ran L~.
[~ Proposed Grades
000,0 Existing C-fades
.~---000.0----~ Contour C, rade
~ -----.. Approx. Lateral Location
$ S~nitory Sewer Lines
~ ~ Storm Sewer Lines
v -- Water Service Lines
....... Sub-Serfoce Drain Lines
Monhde (Sani~tery or Storm)
~ehive Inlet (St-.eFn)
Curb Inlet (Storm)
D End Section (Storm)
Fire Hydrant
o o o"~'o o -- Row Une of swale
· Buading Line (8L / BSL)
....... Easement Line
Note: Sanitary Sewer
Top of Cos\in9 Infermatio~
Ups\fanta Manhole, TC=915.90
Downstream Uonhole, TC=915.20
per p~an.
Note:
Sump pump(s) to be p~aced by
pui~da- as needed,
Note:
The basement elevation, aleph:ted hereon, has been determined
and based upon the pod grades and/or contours t~kon from the
construction plans inr this subdivision. Unless stated, no
information about fluctuating water tobies, soil conditions, or so~
types bee been provided or stated on said plans. It is
recommenoed that the bosamont finiehed floor elevations be at
least two feet (2') above the normal pool elevation of any
adjoining bodies of water, unless a study of facts reveals
other~ien. If during the excowtion process any gr~Jnd water is
witnessed, The Schneider Corporation should be notified
immediately, The basement elevation should be raised two feet
(2') above the ground water, aha additional construction
techniques should be incorporated to alleviate future problems.
t -- I
Note:
This drawing is based on construction Nons er 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 prior to any construction. Any
discrepancy found on this drawing should be reported to
The Schneider Corporation immediately; foiling to do so
~eo~Its in the contractors assamptiou of alt liebility.
Per Carmel zoning ordinance 26,1.1:
1he residenti~ district I~mi[s height to twenty-five
feet (25'), ~owever o dw,ating may be increased kq height
to thE\y-five feet (35') provided the side cad rear ~urds
ore inoreose, d an oddttinnel cee font (1') fa' each
one foot (1) the structure exceeds the first
twenty-five feet (25') in hel~L
Lot # 78
Vb05.0034533
A~med North
Detoit of Ground/ Storm
Wot~ flow patten f~x
individual ts[s.
Note: Builder to ensure
positive drainage away
Eom structure(e),
BURLINGAME BOULEVARD cu.D
Indiana (maps dated Februaw 19 2003).
FLOOD HAZARD STATEMENT
CERTIFICATION
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