HomeMy WebLinkAbout06050144 Site Plan
\
\
;
~!'.
~~
Scmeider
This Plot Pion Prepored For:
SDver Thome Homes
Lot # 24, containing 16,504 S.F.f, In
Aberdeen Bend Subdl~sion .
Instrument' 200500066134
P.C. # 3, Slide I 739
HAMILTON COUNTY, CLA Y TO~SHIP
12864 BiRKENSTOCK STREET (50' R/Yf)
Corm~, IN 46074
Prepared Oote: 05/03/06 : By. KAG
Note : The goroge finished floor elevation is
1.8' above the curb at the drive, per plan.
Ground Cover Calculations:
Drive = 1,531 SFf
Public WoIk = 415 SFf
Private Woik = 227 SFf
Seed = 6,150 SFf
Sod = 6,416 SFf, from rear of home.
The ScImoIder Coll<>ntto.
BiOI OUI AnIl1l8
m.loric fori _.
In.n.....pnlH. IDdiana 48216-1037
317-e-nOO
317-ll28-7200 flJ
~
-
Londocapo AzcllItoctun
GIS 'US
c.oIoc1
Note:
This drawing is based on construction pions or record drawings,
and 15 not based upon (I field survey. The Schneider Corporation
does not warront the accuracy or sufficiency of this Information.
Contractors should verify existing conditions prior to any
construction. Any discrepancy found on this drawing should be
reported to The Schneider Corporation immediately; foning to do
so results in the contractors assumption of 011 liability.
LOT# 24
VB06.0053670
~
~
=~=
~
Assumed North
Scale: I' = 30'
Community Restrictions:
Side Yard = N/A
Reor Yard = 25'
Aggregote = 30'
Zoning = SI
SDverihome Homes, LLC.
Finished Floor Elevation Information
Pod Grode = 917.8 per plan
Pod Grode + 1.0' = Garage FIT (918.8)
Gar.ge FIT + 0.5' = Residential FIT (919.3)
Resldentiol FIT - 10.0' = Basement FIT (909.3)
s
'"
0;
~
n
<~
!<i'""
oS!
c!<i
~r;
~
~
~
:,..
c.Jl
..:
.
"~lll
~ ",';>'<1'
~1:j4.00''''- ..
~..:s.oo'~ a:::
~~~ !:lIM~)j
b~ ~.
~n "" 20.67 8
11 ""
ri l.i\
Plot Plan Legend
[W] Proposed Grodes
000.0 Existing Grades
___ 000.0--- Contour Grade
* Approx. Loterol Locotion
- . - Sanitary Sewer lines
_ ., - Storm Sewer Unes
- v - Water Service Unes
..:.. - - - - - - Sub-Surface Drain Unes
. ~anhole (Sanitory or Storm)
. Beehive Inlet (Storm)
11II Curb Inlet (Storm)
D End Section (Storm)
... Fire Hlllrant
-...... -...... - Flow line of swale
Note: Sanltory Sewer
Top of Costing Informotlon
Upstream ~anhole, TC= 916.30
Downstream ~anhole, TC= 917.40
per plan.
Note: Tho contractor is to maintain 0
minimum distance of ten feet (10')
between the sanitary sewer cnd water
Jlnelaterols.
!Jl
25.0'
37.6
~
,;
~
~
37.4'
44.0'
FLOOD HAZARD STATEMENT
The accuracy of any flood hazard data shown on this plot pion Is
subject to mop scole uncertainty and to any other uncertainty In
location or elevation on the referenced flood Insurance ,ate mop.
ALL of the within described land DOES NOT UE within that special
flood hazard zone A os s.ld land plate by scale on
cammunltr-pan~ # 18057C020SF of the flood Insurance rote mops
for Fish..... IN (mops doted Feb. 19. 2003).
I
I
\
I
\
\
~\ ~3
'2 \ 'fie.. \
\ ~~
\
\
1:\
~.H."08
TC=916.30
PER PLAN
FLOOD HAZARD STATEMENT
CERllFlCA 1l0N
oJ
ui
1-' ui
ui'"
I~~
"'1n
'"
Co
~i
in
1!l1
10 ;:I;
d g
I'"
16.0'
Oetol of t)p1col Ground
Water flow pattern for
Indlvldualtots.
[J1J.
Note: Builder to ensure
positive drainage away from
structure(s).
JO.O'
B-B
4.0'
PUll
OJ
::::0
^
['T1
:z:
en
~
o
(")
^
en
~I
::::0 I
['T1\
['T11
~I
\
\
\
\
\
\
;\1\\1\\\\\\1111111111////1.
#1\' ~ L C, Y10%
#~ .....:... fh~
ff t..~",'~G\S T~~~"..."'A~
""c::;-"i(- No oO';.o~
, ( 50303 ...\ ,
~ : : ~
% \. STATE OF ./ ~
~ /.... ....~~
0~~ '..IIvOI"~""'" \S ~
~ ',.'" ", ~
~ '1tJ ..."...... C~ ~
~4//, SUR~ \..~~#
Y/i//iIliIliIIIIl\l\\\\lI,"
Oc-l~