HomeMy WebLinkAbout07010097 Site Plan
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Schneider
The Schneider CorporaUon
8901 0Us Avenue
B!Blorlo Fort Harrison
Iod!lmllpollll, Iod!lmll j0210-I037
SI7-llZB-7100
SI7-820-7200 FAX
Ing!n...mg
Surveying
limd8co.pll ArchIleot.ure
GIS 'US
GeoloO'
Note:
The basement elevation, depicted hereon, has been detennlned ani
pad grades and/or contours laken from the construction plans fOI
subdivi:don. Unless stated, no Infonnotlon about fluctuating water
conditions, or soil types hos been proVided or slaled on sold plan
located near a body of water. Lot or 'soli conditions may require t
bosement floor elevation be held 2 foot above nonnol pool elevotli
Investigation may be needed if water Is encountered during the ex
process or If other known waler elevation or salls conditions ore ~
Investigation and ony remedial procedures Is at the dIscretion of t
determine and loke appropriate steps of action. If ony ground wal
encountered during excavation the bunder Is encouraged to contae
Schneider Corporation to .dlscuss possible courses of octlon,
Plot Plan Prepared for: Estridge Custom Homes
Lot # 471, containing 7,475 S,F,:!:, in
VILLAGE OF WESTCLA Y
Section # 5001
Instrument # 200500019934
P,C, # 3, Slide # 606
12991 Deerst}T1e Green Street (50' R/W)
Prepored Date: 01-08-07 : By. MBK
Community Restrictions:
Side Yard = 5' one olde,
Rear Yard = N/ A
Aggregate = 20% of lot width.
Plot Pion Legend
I 000,0 I Proposed Grades
000,0 Existing Grodes
__ 000.0-- Contour Grade
* Approx, Lateral Location
- . - Sanitary Sewer Lines
-If- Storm Sewer Lines
- '" - Water Service Unes
- - - - - - - Sub-Surface Drain Lines
. Manhole (Sonltary or Storm)
. Beohlve Inlet (Storm)
IIlII Curb Inlet (Storm)
D End Section (Storm)
.... Fire Hydrant
-... - ... - Flow LIne of swale
- - Building Line (BL / BSL)
- - - - - - - Easement Une
LOT # 471
VB #07.0066818
Finished floor Elevation Information
Pod Grode = 905,4 per plan
Pod Grode + 0,3' = Goroge ffE (905,7)
Pod Grode + 1.0' to fIT of Residence (906.4)
Residential FFE - 10,0't = Basement ffE (896.4)
lote:
lullder Is to grade side yard swole
o grades shown on this plan, If builder
I unable to achieve positive drainage away
'om proposed structure, the engineer. sholl
e contacted, builder Is not to de~ate from
rades shown on this plan without the consent
f both lhe The Schneldor Corp, and Bronwlck Dev,
~ote : The garage finished floor elevation
.s 0.8' above the curb at the drive, per
Jlan.
lrlvoway Slope = 2.5%
his plot plan was prepared
ased on Information token
om record plats, subdivision
Ions, record drawings and
'ons pro~ded by client. It
the responsibility of the
)ntractor to verify site
,ndltlons prior to construction
ld notify The Schneider
)Jp._ond_Brenwlck.Development __
any discrepancies.
J mud In streets from trucks
lIVing lot to bo cleaned at
e end ot each day,
row boles and silt fence to be used
lere needed to keep mud off of
reets and out of storm sewers.
I service laterals
ossing at curb
e stamped:
~= Sanitary Sewer
;:: Subsurface Drain
, Water
'0 of water tap to be
ok filled with granular
Iterlal to within 10' of
l of curb.
'0 of water tap to be restored
Its' original condition prior
construction.
mulor bock fill suggested
jer drlvewoy at sanitary sewer
eral trench, water line trench
j any other excavated areas,
eltuatlon occurs)
atlon of utllJlles on plot plan
general locations per plan
, should be verified In the field,
e: (secondary oreos - Westclay)
. height: 35 on lots 100' and larger
eve line) 30' on less than 100'
. coverage: 50X
" (primary areas - Westclay)
, height: 30'
j-up line: 2 stories
. coveraae: 50%
eleva loTI shown Is per pIons
Is not the os-built elevation,
Information for the elevation
re"ce between the primary finished
. elevation to the top of basement
and to the baeement finished fioor
provided by the cllont.
Note: Sanitary Sewer
Top of Cosllng Information
Upstream Manhole, TC=9D4,05
Downstream Manhole, TC=9Q3,99
per record drawings.
Detail of Ground
Water flow pattern.
Note: Sump pump(s) to be
placed by builder as needed,
=!
Note: The contractor Is to maintain
o minimum distance of ten feet (10')
between the sanitary sewer and
water line laterals,
Note: Builder to ensure
posltlvo drainage away from
structure(s),
Assun
Scale
~
TYPICAL SWALE SECTION
~
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I, Dennis L. Grumpp, duly 11
Surveyor, Indiana # 50303,
hereby certify that In my c
the finished grades are cor
as shown, the Surface Ora!
the subject lot, will bs satl
for Residential Construction
SlR , 411
TC=9D3,99
PER RECORD
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drawing Is not intended to be represented as a retracement or
nal boundary survey, a route survey, or (] Surveyor Location Report.