HomeMy WebLinkAbout06060178 Site Plan
~~
Schneider
nls plot plan prepared for.
STRfDG[ GROUP
)T , 37, contolnlng 17.279 SF
RANDlN HALL SEe. 1
ISTR., 200600012888
A11ll TON COUNlY. ct.A Y TOWNSHIP
EC. 21, 1\\1' 18N, RANGE 4E
373 GRANDIN HALL (50' R/Wl
ARMEl, IN 46D33
ATE: 08/20/08
REPARED BY: JKI
:ommunlty Restrlctlono:
'root Yord = GREAlER Of
~O' OR SETBACK BASED ON
IRDINANACE. SEE SECTION
~3.02.07
iide Yard = 8' B.H.
leor Yard = NONE
~onlng = 5-1/RESIDENCE
ROSO)
Inlshed Aoor Elevation Information
ad Grade = BOO.1 per plan
ad Grade + 0.3' = Garage fA( (Boo.4)
arage fA( + to' = Residential fA( (801.4)
eeldentlol fA( - 9.0' = Baeement fA( (792.4)
The Schneider CorporaUon
8801 DIll .benne
lIIIIorIo Fort IIerrIson
IDdlanapolll, IDdlana 48218-103'1
317-826-7100
317-828-72DD FAX
IIIglneerIIJI
llune1lDI
LandIoape ArahlIeolure
GIS.LIB
GeoIDIY
Plot Plan legend
rnoo;[I Propoeed Grades
000.0 Existing Grodes
__ 000.0- Contour Grade
* Approx. loteral Locotlon
- . Sanltory Sewer Unes
- ... Storm Sewer Unes
- '" - Water Service Unes
- - - - - - Sub-Surface Drain Unes
. Manhols (Sanitary or storm)
. Beehive Inlet (Storm)
II1II Curb Inlet (Storm)
D End Section (Storm)
... FIre Hydront
- 000 - 000 - Flow Una of 8wole
Sanitary Sewsr Casting Information
Upstream Manhole, TC= 798.40
Downetrsam Manhole. TC= 798. 70
per plan.
ote : The garage flnlshed floor e1svotlon
I 2.9' above the curb Inlet at ths drive. per plan.
,ROUND COVER CALCULATIONS:
Irlve = 1.444SFi
'ubllc Walk = 357 SF i
'rlvale Walk = 11B sri
~edlng = 6.933 SFi
iad =518 SYi.
ram reor of residence.
'-...
REV.' 1
REVISED PER SElBACK
~-REQUIilEMENTS
NC/lSC
08/21/06 J(J
REV.' 2
REVISED PER REDUNES
FROII IIARK lDIlER
NC/1SC
08/21/08 J(J
~
~
~
FR,,~SY
REsiDENce '
'-~
8ASateir
~
95.01'
I 795.0 I H.P.
PLEASE NOTE THAT THE STRAIGHT UNE SLOPE
OF THE DRIVEWAY AROM THE GARAGE ANI SHED flOOR
ELEVATION TO THE TOP OF' THE CURB AT THE CENlER
OF THE DRIVEWAY EXCEEDS 5" AS PROPOSED. THIS SLOPE
IS BASED ON THE REQUIRED MINIMUM GARAGE ANISHED
flOOR ELEVATION AND THE EXISTING TOP OF CURB ELEVATION.
,Is drowlng is not Intendsd 10 be repr.....lsd os a relracemenl Of
~glnal boundary survey, a rouls SUMY. Of a Survey<< locallon ReporL
lood Hazard Statement: The accuracy of any flood hozard data shown
n this plot plan Is subjsct to map seols uncertainty and to any other
ncertolnty In location or elevotlon on the referenced flood Insurance
ale mate (ARM). None of the within described land lies within thai
peclol flood hazord zone 'A'. os eold lond plots by scols on
:ommunlty Map Number, 18057C 0227F of the flood Insurancs rats
~aps (ARM) for HamOton Counly, indiana, Dalsd February 19. 2003.
Nols:
This drawing Is bosed on construction plans or record drawings.
and Is not based upon a fleld survey. The Schneider Corporation
doss not warrant the accuracy or sufflclsncy of this Information.
Contractors should verify existing conditions prior to any
construction. Any dlecrepancy found on this drawing should
be reported 10 The Schneider Corporation Immediately; failing
10 do so results In the contracts assumption of 011 lIabDlty.
Note:
The bosemenl elevotlon, depicted herson, has been determined
and based upon the pad grades and/or contours taken trom the
construction plans for this subdivision. Unl8BB stated, no information
about fluctuating water tables, soli conditions, or soD twes hos been
provided or stoted on sold pions, It Is recommsnded that the basemsnt
flnlshed floor e1evollons be at leost two feet (2') above the normal
pool elevotlon of any adplnlng bodies of water. unless a study of focts
reveals otherwise. If during ths excavotlon procees any ground water Is
witnessed. Ths Schneider Corporation should be notlfled Immediotely.
Ths basemsnt s1evotlon should be ralssd two feet (2') above ths ground
water, and additional construction techniques should be Incorporated to
allevlats luIurs problsms.
Note:
Sump pump(s) to bs ploced by
buOdsr as needed.
Note: The contractor Is to molntoln a
minimum dlstancs of ten fest (10')
between the sanltry sewer and woter
line laterals.
OstaD of twlcal Storm
Water flow pattem for
Individual lote.
w w
--------
TOo797.51
PER PLAN Note:
BuDder to ensure
/-I- positive dralnoge
C797.53) away from structurs(s).
lC=797.51
PER PLAN
- -----
APRON
-'-
797.9
STR, 2
TC~ 796. 70
- PER PLAN
_-r
a:l
en
.r-
::g.
25.0'
: 75.25
I
:~C.4Jl
I GARAG(
I
I
,
Lot # 37
w VB06,0056491
(I)
oil! POI 00718724
::>
en ~
Iri
en ~
,....
~I
I ~I
:='1
~I =~=
1 ~
I
I Assumsd North
_..l. Scale : l' = 3D'
FLOOD HAZARD STATEMENT
CERllFlCA llON
~\\\I\I\ \\11 111111I11i1i11/,
~\~ c- ' L /I 74'%
~ '"~ ' . "jO/~~
:#~~" ......;.r.........'T VL,;~
~ .,~ G \S F: ~ ~'" '" A~
~~ ..'q..v No a....~~
~ --"'l ."~ ~
I ( 50303 ) I
'% \ STATE OF /' ~
~ ~).....!.'YDI A~.'t...../~#
~74tJ ........... ~,~ ~
,/, SUR~ \.~~#
WIIIi"'IIIIIII1\\I\\I\I\~
!
~
TYPICAl SWALE SECl10N
'\:l.:-- l ,