HomeMy WebLinkAbout05110099-Site PlanThe Schneider CorlMraUon
8901 Otb Aven~e Surveyil2i
3
f 200400080247
(SO'R/W)
IN 46074
10' (B.H.)
Rnished Floor Elewtion InformoUon
Pod C-rode = 912;5 per plun
Pod Grade + 0.7,
Garage FFE + 1,5
Resldentiol FFE - 10.d'~= Basement BE (~0'~.7)
Note [ 1he garage finished floor devotion
is 2.3 above the curb at the drive, per plan.
C, round Cover Calculations:
Ddve= 1,341SFJ:
Public Walk =171 SF+
Priwte Walk =198
Hydroseedihg =4,842
Sod = 498 SY+ , from
Rear of residence.
Sidewalk to be placed
1' from property line,
4' from bock of curb,
per plan.
Note: Sanitary Sewer
Top of Costing Informution
Upstream Manhole, TC=911.5,~
D~wnstream Manhole, T0=912,21
per record drawing
29,3'
FLOOD HAZARD STATEMENT
BERllFICATtON
S0305
711111fififilgJll~\\\%'~
Note:
This drawing is based on :onstrucfion plans or record drawings,
and is not based upon a field survey. The Schneider Corporation
does not warrant the accuracy or sufficiency of this ~nformotion.
Contractors should verify existing conditions prior to any
construction. Any discreooncy found on this drawing should be
reported to The Schneider Corporufion immediately;* foiflng to do
so results in the contractors assumption of all lishility,
qote: the basement elevation, depicted hereon, has be~
determined ~nd based upon the pad grades esd/or c0~tours taken
from the constrdctior plans for this subdMsion. Unless stated, no
information about fluctuating water tames, soil conditions, or soil
types has been provided or stated on said pless. It is recommended
that the basenent finished floor olevotions be at Isest two feet (2')
above the normal pool e~evotion of any adjoining bed~ss of water
unless a study of facts reve(ds other~dss. If during the excavoUor
process any ground water is witnessed, The Schne der Corporotion
should be nottfied,immediate~y. The basement elevot on sh~ d be
rolsed two feet (2) above the ground water, and additional
construction tecl{nt~ues should be incorporated to oileviate future
problems.
Vb05.0037704
0 Lot # 216
Assumed Nord
Scale: 1" = .'.'~'
Detail of C<o~nd/Storm
Water flow pattern for
hdlvlduot lots,
Note: Buider to ensure positive
drainage away from structure(s).
Note: Sump pump(s) to be
Caced by builder as needed.
._88__.95_'
-- __ 10' DU&SE
!5.0'
Flood Hazard Statement: The accuracy of any flooo hazard data shown on this report is subject to
map scale uncertainty and to any other uncertainty in Iocanon or elevation on the referenced flood
insurance rate map. ALL Of the within described land DOES NOT lie w h n hat special flood hazard
zone AE as said I~nd DIets by scale on flood nsuranca rate map #180081 0205 F for the City of
BY CUSTOMER,
REVISION 11
ADDED 'tFI' BUMP TO GARAGE
Vo05.0038677
e(~] C8216 29-20904
Od/to/e5 A~A
RDaS~ON ~2
NEW HOUSE MODEL
Vb0,5.0044t 60
PO t 2g-23725
n/~3/o~ AaA
Note: Per Cormel zoning ordinance 26.1.1: The
rseklentiol district limits height to twenty-five feet (25'),
howeve~ a dwelling may be inerecmed in height to
thirty-riva feet (35') provided the side and rear yards
are increased an additional o~e foot (1') for each one
foot (1') the structure exceeds the first twenty-five feet
(25') in height.