HomeMy WebLinkAbout05100165-Site Plan~.~. t 200400080247
County,
3791 Dolon Way (70'R~
Ca.el, IN ~607~
Pr~ared Date:'* 10/18/05 '. B~ AMA
~ ~8~ Manuel ~ Marie
Garcia
~mual~ R~fi~
~ Y~d = 5' T~Ol~95
Re~ Y~d = 20'
Agitate = 10' (B.H.)
Z~Ag = S1
Ground Cover Calculations:
Drive ; 1.181
Public Walk =451 SF'+
Private Walk = 205
Hydrosesding =5.692 SF+
Sod =555 Sy+ , from
Rear of residence
Note: 'the garege finished flo~ ~evatlas
is 2.1 ubove th curb nt the dri~
,$!dew~k to be ploond '~
f from property line,
11' from back of curb,
per plan.
Note: Sump pump(s) to be A--
placed by builder ns needed.
D
A,. o
nra
H~dr,~t
...... R~a Line of ~e
mla, e U~e (~. / asq
....... E~'nmt Line
PE~ REC~D
Note:
1his drawing is based on construction plans or record drawings.
and is not based upon a field survey. ]he 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 'l~e Schneider Corporation immadiatei~ foiling to do
so results in the contrectors assumption of ell liability·
Note: The basement elevate, depicted hereon, has bees
determined esd bused upon the p~d 9redes end/or cestoure taken
from the construction plans for thb subdivision. Unless stated no
Information about fluctuating ~oter tables, ~ condiU~e, or sell
t~pes has been pro~ded or stated on md pass It e recommond~
that the hese~nt finished floor elevations be at leest two font (2)
above the normal pool elevation of any adjoining bed~ of wnter,
unless a study of focte reveo~s othere,~e. If during the ~xcavation
process any Found water is witneese~ 1he Schneider Cerporaties
should be notified immediste~y. 1he basemest elevation should be
raised two feet 12') above the ~sund ~ter, and additiasa~
construction techniques ~suld be Incorporated to ~eviate future
problems.
Detail of Ceaasd/Storm ~
Water flow pattern for ,
ndNidual Iot~. \
Note: Builder to
essure positive
drainage oway from
structure(e).
Vb05.0042886
- Lot # 190
Assumed North
Scale: 1" =
Note: Sanitary Sewer
Top of ~sting Information
Upstream Monheie, TC= 916.60
Downstream aanhole, TC=915.95
per record drawing
distance of ten feet (10') between the
sanitary sewer and water line laterals.
FLOOD HAZARD STATEMENT
CERTIFICATION
i S0303 }
\
~sw~ SEC~
Note: P~ C~ z~iag ~d~asce 26.t.1:
msld~fi~ die,ct t~lts he~t to t~t~fl~ feet (25').
~o~e~ a d~alhg may be ~d
· irt~fl~ f~t (35') Fo~d~ the ~
are h~d ~ addit[~ ~e f~t
~t (1') the structure exc~ds the r~st tw~t~fi~ feet
(25') ~ be~t.
L
82.93' Pm .u.
-- o o o
R.H. of Indiana J
Finished Floor Devotion Information
Pad Grade = 916.9 per plan
Pad Grade + 0.7' = Garage FEI: (917.6)
Garage FIE + 1.5 = ,Residential FIE (919.1)
Residential FIE - 9.0 = Basement FIE (910.1
Flood Hazard Statement: The accuracy of an) flood hazard data shown on this report Is subject [o map
scale uncertainty and to any other uncertainty in [(3cation or elevation on the referenced flood insorance rate
map ALL of the within described fend DOES NOT lie within that special flood hazard zone AE as said [and
plots by scale on flood insurance rate map #180081 0205 F for the City of Carmel. Indiana dated FebruaB.
19. 2003.