HomeMy WebLinkAbout06010064-Site Plan e~j u~ (et / es[)
---- - ~ Easement Une
Note: S~nltary Sewer
Top of Casting Information
Upstrsum Manhole, TC= 912.21
Downstream Menhele, TC=910.51
per record drawings.
TC=912.21
PER I~CORD
DR^MNG
Nots: The garage finished floor elewtion
is 2.6' above the curb at the drive, per plan.
Note:
~is drawing is based on construction plans or record '
drawings, end is not based upon o field survey, ~he Schneider
Corporation does not warrant the acsumcy or sufficiency of
' this information. Contractors should ~rlfy existing c~dittons
prior to any construction. Any discrepancy found on this
drawing should be reported to '[he Schneider Corpa-atio~
lmmediatel~ failing to do so resulb in the contrcctors
ossumpton of al labilty.
Note: The basomeat d~Uon, d~plcted hereon, bsa ~
determined ~nd based upon the ~ grades and/or conton~ t~ke~
from the cons~ction pluns far Sis subdivision, t.iniess stated, no
infommtia~ abcut fiuctua~9 water thl~ s~l conditions, or soil
bpes has be~3 provided or stated so said I~ons It is recanmead.e,d,
that the I~m~t flnlohed floor asvetbas I~ at I~st two feat (2)
above the n~el pool elevation of uny adjoining bodies of water,
ualess a study of facts rsvsols oth~n~ies. If during the exsovatiso
proc~s soy 9rcund water Is withes~ed, The Sd,aei~ler Ca'porat~
should be notified immediately. The I~serne~t elevat~ shcuid be
robed two feet (2') above the ground water, and eddiUonol
construcU~ techniques shculd be inco~pa'ated to alleviate ~uture
VB06.0047259
Lot # 224
0
~ss~med No~th
suele: 1' = 50'
Detail of Grmmd/ Storm
Water flow putt~m
lividuel lots.
\ /t
Note: Builder to ensure 3osttlve
drainage away from structure(s).
Note: Sump pump(s) to be
placed by builder os needed,
Sidowelk to bs ploc~
1' from property line,
~' from b~ of curb,
per plan.
J
R.H. of Indiana
Finished Floor Elevation information
Pad Grade = 9124 per pan
Pad Grade + 0.7.= Garage FFE (913.t)
Garage Pr~ + 1.5 = ,Eesidentlal F/E (914.6)
Resdent~l FFE - 9.0 = Basement ~ (905.6)
FLOOD HAZARD STATEMENT
CERTIFICATION
~ ';~." + No. '.. ,~ ~-
so o3
I
Rood Hazard State,at: Ihs accuracy of my flood hazerd data shown on this raper1 is
sub,ct to mup sc~e uor. ertointy and to (ay ether unc~uinty in locution or elevetio~
the ref~ fl~d is~r~ce rate m~. ~ of ~e wi~ ~ I~d D~S NOT lis
withn that ~ flo~ hazed z~e AE es said t~d Hats by
rate m~ ~l 0205 F f~ ~e City of ~a, tnd~a d~t~ F~ru=y
Dround Cover Calculations:
Drive = 806 ~:t:
Public Walk =319 SFJ:
Private Walk =89 SF+
HFIro~eeding =7 841 SF+
Sod =517 SY:i: . from
Rear of residence.
Nots:
[he contractor is to maintain u mh~um
distance of t~ f~[ (10') betwe~ ~a
s~itery sew~ ~d wat~ tine lat~s.
Nots: Per Casa z~hg ~once 26.t,1: ~e
res[~tJel dS~t limits h~t to t~t~fl~ feet
(25). hown~r a dw~ing may be ~d ~ he~t
to ~Id~fi~ f~t (~') Fo~d~ ~e ~ ~d rem
~rds ~e ~d ~ ~t~ ~e f~t (1') f~
each ~e f~t (1') ~e s~c~m exc~s the ~t
tw~t~ f~t (25') h helghL