HomeMy WebLinkAbout05040070-Site Planand
( L~ does not
Contractors shoulc
construction, Any
reported to 'the Schneider
so reaults in the contractOrS aasumpton of
,5~de Yard , Note: Sanitary Sewer
Rea' yard - 20 Top of Casting Informuflon
Aggregate = 10' (B.N.) Upeb'eam Manhole, TC=916.50
Downstream Manhole. TC=915.80
R.H. of Indteaa per plan.
Finished Rca' Elevation Inflation
Pad Grade = 917.4 pe~ pan
Pad Grade + 0.7. = (~erage FFE (g18,1)
C. arage FFE + 1.5 = ?e~deatinl FFE (91g.6)
Re~desUol Fi~ - 9.0 = Basement FFE (910.6)
Note i 1he garage flnl~ed flO~ elevation
~ Z1 abo~ the curb at tho drY, per plan.
Sod Calculotin~s:
Drive = 1 221SF:r:
Public Walk =445
Private Walk ==2112 SEE
Hydreseeding 1.189 SEq'
Sod =759 SY:I: from
Rear of residence.
ADDL ,Sod =457 SY+ to
rear easement
to
1 ,from property Ina,
11 fram back of curb.
Note: Per Carmel zoning erciinonce 26.1.1: The
.rea~aaUal diet, ct I~mlta height to twenty-five feet (25),
nowe~r a dwelling may be Increased in he~ht to
thlrt~flve feet (35~) p~ovlded the s]de end re:~ :,erda
e Inoma~d an ed~lticonl one font (1) fa' each one
fan! (1') the structure excesd~ tho fkst twelty-flve feet
(25) in heighL
0
Lot
Assume. North,
Scale: 1 =30
Note
! Storm
individual
Note: Sump pump(s) to be
placed by budder aa needed,
TC~916,80
PER PLAN
Note~
Th~ plot plan wee prq~red ct tho dJenta request
with out the benefit of a recufded pinL The budder
/ cenfreater has been cautioned that the depicted
I~ work here3~ la subject to dmnge, at their expua~