HomeMy WebLinkAbout06030055 Site Plan
~ ~
~~
Schn8ider
The BcImeIdor CorporaUo.
89010tilAnmue
_,orl_
lndl.""p". Indiana 48216-1037
317-826-71110
317-828-7200 ,a
~
SUmJb>&
WIdJcape -
G13'Ull
GeoJoo
Plot Plan Legend
CQlJM] Proposed Grades
000.0 Existing Grades
__000.0-- Contour Grade
* Appro,. Lateral Location
_ . - Sonitary Sewer Lines
-IT - Storm Sewer Lines
- lJ - Water Service Lines
- - - - - - - Sub-Surface Drain Unes
. Manhole (Sonltary or Stann)
. Beehive Inlet (Stann)
IlII Curb Inlet (Stann)
D End Section (Stonn)
... Fire Hydrant
_ 00 0 _ 000 - Flow Line of swale
This Plot Plan Prepared For:
Sflverthame Homes
Lot # 26, containing 16,433 5.F.:!:, in
Aberdeen Bend Subdivision
Instrument # 200500066134
P.C. # 3, Slide # 739
HAMIL TON COUNTY, CLAY TO\\NSHIP
12836 BIRKENSTOCl< s-mm (50' R/W)
Connel, IN 46074
Prepared Q~t", 02/21/06 : By: KAG.
Community Restrictions:
Side Yard = N/A
Rear Yard = 25'
Aggregate = 30'
Zoning = 51
Silverthome Homes, LLC.
finished Floor Elevation Information
Pod Grode = 916.6 per plan
Pod Grode + 1.0' = Coroge FFE (917.8)
Gorage FFE + 0.5' = Residential FFE (918.3)
Residential FFE - 10.0' = Basement FFE (908.3)
Note: The garage finished floor elevation is
1.8' above the curb at the drive, per plan.
Ground Cover Calculations:
Drive = 1,336 SF:!:
Public Walk = 436 SF:!:
Prlvete Walk = 1 B8 SF:!:
Seed = N/A SF:!:
Sod = 12,580 SF:!:, from whole yard.
Note: The contractor is to maintain 0
minimum distance of ten feet (10')
between the sanitary sewer and water
line laterals.
C'~ /' 'B'
%>~fJt.- .~
0(, "'17-.
~o:-s' .
"'. /.
FLOOD HAZARD STATEMENT
CERllFlCA 1l0N
,,\I\\\\\\\IIIIIIII/I/////t,' '0...
#'$<::, L C, ~/~
~~.""....""".,;p0'~
~~/~G\S T.tIt~"""'A~
:::f~/~ No C\;C~
, ( 50303 ) ,
~ ~ : ~
~ \ STATE OF .... fjg
~~.....IIvDI A~t-...."~ i
'%; ~.....".........~'\"~
~h. SUR~ ~~\#
W"I/I/I/III1II1\\\\I\I\I~
"-'-'-lf11
Note: Sanitary Sewer
Top at Costing Intannotlon
Upslreom Manhole, TC= 913.00
Downstream Manhole, TC= 916.30
per plan.
Note:
ThIs drawing is based on construction plans or record drawings.
and is not based upon a field survey. The Schneider Corporation
does not warrant 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. failing to do
so results In the contractors assumption of 011 liability.
LOT# 26
VB06.0049418
Oetol of t)l>JeaI Ground
Water flow pottem for
Indlvlduollots.
~
D
=Ji:3.=
U
Assumed North
Seale: l' = 30'
Note: Builder to ensure
positive drainage away from
structure(s).
TC=913.00
PER PLAN
REVISION #1
ADDED 2' EXT, STOOP &
CURVED SIDEWALK
V806.0049771
02128/06 . KAG
REVISION #2
REVISED CALCS FOR
SOD WHOLE YARD
VB06,0049932
03/01/06. KAG
FLOOD HAZARD STATEMENT
The accuracy of any flood hazard data shown on this plot pion 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 UE within that special
flood hazard zone A os said land plots by scale on
community-panel # 18057 0205F of the flood Insurance rote maps
far Fishers, IN (mops dated Feb. 19, 2003).