HomeMy WebLinkAbout05120078-Site PlanaS'IR, jl 200500009385
P.C.t 3, aw # 577
CERI'd:ICA1E of [:~{REC110N
3488 Mitlbrae Drive (50'R/~
Prepared Date: 12/07/05. By, AMA
prq3~Nled Buyers): Jay & Courtney
Simpkiss
Community R~trlctt~s:
Side Yerd =3 mtn.
Rent Yord = ~N/,A.
Aggregate = 6 (9,N.)
R.H. of Indiana
Finished Roar Elevation information
ItH. of In'aa F~lot Plan L--~gend
S,F,+, in
~ Proposed Grades
OOO.O Existing ~rades
..-----000.0---" Contour Grade
N< Approx. Lateral Location
-==-- S ~ Sanitary Sewer Linen
-..-,.--at Storm Sewer Unes
-- v ~ Water Service Unes
....... Sul>-serklce Drain Lines
~ Uonhale (Sanitary or Storm)
~ Beehive Inlet (Storm)
[] Curb inlet (Storm)
D End Section (Storm)
oooAooo Fire Hydrant
...... Row Line of swale
~ Building Line (BL / BSL)
....... Eanemont Line
Note:
This drawing is based on construct on plans or record
drawings, ~d's not based upon a flea survey. 1lie
Schneider Corporotinn does not warrant the accuracy or
sufficiency of this information. Contractors should v~rify
existing conditions prior to any construction. Any
discropescy found ~n the drawng shoud be reported to
The Schneider Corporation immedistay, falling to do so
results in the contractors ensumptian of all linbility.
Detail of G~ound/Storm
Lot # 88
Vb05.0045736
Note: Builder ts ensure I
positive drainage away
from structure(s). ~=,~
Note: Sanitary Sewer
TOP of Casing nformatinn
Ul~:stresm Monhaleo TC=916.30
Downstream Manhole, T0=917.30
per plan.
Assumed NorUI
Scale:
Note:
The basement aleutian dop~ctsd hereen~ has be~
Pad (Trade = 916.4 per plan detmmined and boned upan the pad grades enfi/or centaurs
Pod Grade + 0.7' = Garage FF[ (917.) taken from the censL'uct~ plans for thls subdivision. Unless
Garage FFE + 1.5' ~ Resjdmfflo{ FFE (918.6) ~tatsd, no informal~ obont fiuctuutinfi water taben, soil
Residential FFE - 9.0' ~ Basement FF£ (90~).6) conditions or soil types hen been provided or stated en enid t~ons, It is recommended thut the basement ~tshed floor
Note: me 9erege finbhed floor aleutian eisvetlane be at le~t two foot
in t.6' above the cum at the ~, per plan. alevetlon of any od.}oining bodies of water, unless a study of
fac[~ revenle otherwise. If dur{n9 the excavot{on process eny
~ound Cover Calcu{atinns ground water {s w{thessod, ]he Schno{der Corporation should
Drive = 795 SF+ be notified Immed?,teiy. The
Public W~alk =441 SF~: raised two feet
construction techniques shenid
Prints Walk =45
Hydresesding =2,391 SF+ ~uture ~r~blems.
Sod =404 SYt . from Note:
Rear of renideace Sump pump(s) to be placed by /
builder as needed.
?!dewalk to be placed Note:
1 from property line,
The contractor is to maintain a minimum
4' from bock of car~, distance of ten feet (10') between the
per plan. sanitry sewer and water IL~o laterals.
Note:
Per Cmme~ zoning ordinance 26.1.1:
The rooidooNol district timtts height to twenty-five
feet (25'). however e .al, welling may be increased in height
to thirty-five feet (55) provided the s!d,e and rear
ore ieareen~ en additional one font (1) for ea~
one feat (1) the structure exceeds the first
twenty-five feet (25') in height.
FLOOD HAZARD STATEMENT
CERTIFICATION
I
~m OF RECEIPT OF PLOT ? BY CUSTOUER.
RAE DRII --1