HomeMy WebLinkAbout05040118-Site Plan (5o'R/w)
Prepared Date:O~.07/05' By:. AMA
Proposed Buyer(s): Jason '&:Charis Harper
Community Rectrlc~s:
Side Yard =N/A
Redr Yard = 271
Aggregate = 10 (B.H.)
R,H. of ~ndion~
Finished ~oor Bavarian Informotio~
Pod C-rode = 91I~ per p~on
· -.-~,. I -,-.,-
M~:'.h~e (S~nlteT w Storm)
fine,lye Inlet
[] C~rb wea (s~)
~.d se~fle. (Storm)
.... Row L~e of swote
Note: S~ltory ~w~
T~ of Casting ~flf~ati~
Upstre~ Monh~e, T~9~3.~
Downstream Manhole, TC-gH.80
Pad Grade + 0,7' = G~mg~ F~E (914.0)
~rage ~ + 1.5 = ,R~ti~l rTE (915;5) .
Resldentlai FF[ - 9,0 = BaSement ~ (90~.5)
Note: The garage finished fl~r elevation
is 2.5' abov~ the curb et the dri~ per Dian.
Sod Calculations;
Drive = 925 SF:I:
Public Walk = 295 ~+
PrN~te Walk = 52 SF+
H~roseeding =4,221 S¢+
Sod =384- SY~: , from
Rear of residence.
Sidewalk to be ploced
f, from property line
4 from bo~ of curb
pm' plan.
Note: Per Compel zoning erdinonce 26.1,1: The
resk~entinl ~tr~t limlte h~ht th tw~t~fl~ f~t (25'),
h~e~ o dwsh~g may be hcreos~ In h~ht to
~i~fl~ f~t (~5') pro~ ~e side ~d r~
~e h~d ~ edditinn~ ~e foot (1') f~ ~ch
f~t (1') ~e structure exc~a the ~ tw~t~fl~ feet
(25') h height.
O _at # 258
Assumed North
Sosle: 1" = 30'
Note: Builder to ensure positive
drainage away from structure(s).
Note: Sump pump(s) to be
placed by builder as needed.
Note:
This drawing is based on construction plans or record drawings,
and is not based uoon o field survey. The Schneider Corporation
doss not warren: the accuracy or sufficiency of this information.
Contractors should verify existing conditions prior to any
construction. Any discrepancy found on this drawing should be
resorted to The Schneider Corporation Immediately; failing to ua
so results in the contractors assumption of all ~lobJJlty.
Note: '~e basement e~e'mtion, ooulcted hereon, has been
determhe~ and based upon the pad groded and/or contours tokec
from the oonotruotior plans for this subdivision. Unless stated, no
information shoat fluctuating water tobies, soil conditions. ~r soil
t)pes has becn provided or stated on said plans. It is recommended
that the bosemect finished floor Devotions be at Ionst bra feet
above the norm=t pool e~evgtion of any ed~ining bed[es of water,
unless o study of facts reveals othemlee, If during the excavation
process any Found water is witnessed, Re Schneider Corporat~
shonld be notified immediately, Re basement ~ewtlon should be
raised two feet (2') above the ground water, and ~ddltionnl
constructio~ techniques should be incorporated to alleviate future
prouleme:
Vb05.0031523 oo~, of G'oued/6troTh
Water flow pottem f~
individoul
FLOOD HAZARD STATEMENT
CERTiFICA~ON
so o3
/111~ -
15' DUaGE
Flood Hazard Statement: The accuracy of any flood hazard data ShOWn on this report is subject to
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 that special flood hazarc
zone AE as said land plots by scale on flood insurance rate map #180081 0205 F for the City of
Carmel. Indiana dated February 19, 2003,