HomeMy WebLinkAbout06060162 Site Plan
Note:
This drawing is based on construction plans or record drawings.
and is not based upan a field sul'Yey. The Schneider Corporation
does nat warrant the accuracy or sufficiency of this information.
Contractors shoold Yl!fify existing conditioos pri", to any
construction. Any disaeponcy foond on this drawing shoold be
reported to The Schneider Corp",otion immediately. foaing to do
so results in the contractors assumption of all liabnity.
C.A. #7 I
VAR. DU&S.S.E.& 80.00' ~ =
L.M.A.E.&P .I.E.E. '" ~
0; "
LAKE #3 " 15' DE
-----l
N.P, = 911.50 - 1~.a'
100 YEAR ELEV = 914.36 1916.6 i 1916,611
<l;.r
I 0. =
'"
10 I b
~~~ ~
22..13'1
0, I ..;
00 I 27..13'
..-j 19JIlIlERF1EUl A
"<l- I FRllOIlSY
I RESOENC[ =
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1HR!I CAR I BASEJlDjT ~
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I -<::fS1MP
L PIMP
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Schn8ider
Thill Plot PIIIl 1'1 epored For: 11,1 Homll8
Lot # 74, contoining10,773 S.F.:t, in
Heoth.. Knllll
SectIon , 2
Instrument # 2006-00004470
PC 4 Slide 13
Coy TOlIlIIlhIp, Homlton County
SEe 20, nIlN, ROJE
_ 2630 PARAMOUNT CIRCLE (50' R/Yf)
Westfield, IN 46074
Prepared Dote: 06/06/06: By. KAG
Community Restrictions:
Side Yord = 3' min.
Reor Yard = 20' min
Aggregate = 6' B.H.
Zoning - 51
Mil Homes
Finished Floor Elevation Information
Pod Grode = 918.7 per plan
Pod Grode + 0.2' = Garage m (918.9)
Garage m + 0.5' = Residential m (919.4)
Residence m - 9.0' . Basement m (910.4)
The Sc:Imeldillr Corporatioll
aa:n 0tiI J:_lIe
---
ItwIl....rK- IDdiIIla 482l&-1097
317-&18-71110
317-82lI-?200 FAX
-
-..
~-
C1S.1l9
CeoJav
VB06.005551O
LOT i 74
~
~
=~=
~
ASSllmed North
Scale: I' = 30'
Plot Plan Legend
IJl!lil;[J Proposed Grades
000.0 Existing Grades
__ 000.0-- Contour Grade
* Approx. Lateral location
- . - Sanitary Sewer Unes
-.- Storm Sewer lines
- '1,/ - Water Senice lines
- - - - - - - Sub-Surface Drain lines
. Monhole (Sanitary", StCl(m)
. Beehive inlet (Storm)
ill Curb Inlet (Storm)
D End Section (Storm)
... Fire H)<lront
- ... - ... - Flow line of swale
- Buading Line (BL / BSL)
- - - - - - - Easement Une
NOIT: GARAGE FJ.[ IS
PROPOSED TO BE 2.6' A80~
CURB AT DRIVEWAY 1B.M.
GROUND COVER CAlCULATIONS:
Dri.. = 1,190Sa
Public Walk = 212 sa
Pri..te Walk = N/ A sa
Seeding =5,036 SFt
Sod =20,54 SYf,
from front of residence.
Note: Sanitary Sewer
lop of Costing Information
Upstream Manhole, TC=917.13
Down.tream Manhole, TC=918.39
per record drwg.
Note: The contractor is to m<lintain a
mi'lirnum cflStance of ten feet (101
between the sanitary sewer and water
line loterals.
z
:>
,
o
I
4'.\ St.OPI'.
';...
TWICAL SWALE SECTION
FLOOO HAZARO STATEMENT
CERTlFlCA TlON
,,\I\\I\I\1\1II11/I/I//J/1.
~~\'\ L 1'/4'~
~ ,~ Cp ~
~~..... ..............."..t0J~
~ ~~......u\S Tf:~~.......,c~
~~ ...~<c; No O"';O~
i ! 50303 ") j
% . STATE OF.... ~
~<'.;~~..!IvDIA~~......~$
~;ff ..JUR.~\~
I/J/JII//IIIIII\\I\\\\\\I\~
~l~
4.0'
POl PlAN
rHo(.
M.H.722 ./
TC=91a.39
PER RECORD
DWG
5' WAU<
'"
~
:...
M.H.72328.4
TC=917.13 -"'1
PER RECORIr'
p~ . _ __\ 26.1\
COHC
Ilf<M
Flood Hazard Statement: The accuracy of any flood hazard data shown on
this plot plan is subject to mop scale uncertainty and to ?"y other
uncertainty in location or elevation on the referenced flood Insurance rote
mop (FiRM). None of the within descnbed land lies within that special flood
hazard zone "A', o. soid land piot. by scole on Community Mop Panel ,
18057C0205F of the flood insurance rote map' (flRM) for Homnton County,
Indiana, Doted May 19, 1981.
Detol of
G-ound/Stonn Walor.
Flow pattern of an
indMdJal lol
I I
I \ I I
-,D,
I I \ I
Note: Bunder to
ensure positive
drainage C1way
from structure(s).
=
=
TC=915.05
POl REcall)
ORA"'C.