HomeMy WebLinkAbout06090034 Site Plan
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Schneider
The _ CorporaUou
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IIIItarIorort_
"''''I....p''~ mcu.na 48218-1037
317-828-7100
317-826-7200 PAI
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SamJ!>I
WldIoape -
GIlI'1ll!
GooIoc
Note:
This drawing is based on construction plans or rec9rd
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.. MY
discrepancy found on this drawing should be reported to The
Schneider Corporatioo immedIately. failing to do so rssults
in the cootractors assumptioo of ail liability.
This Plot P1C11 Prepared For: SDvwthorne Homee
Lot # 31 ,containIng 16,338 S.F.:!:. In
Aberdeen Bend SubdMslon
SectIon I 1
INSlR. I 200500066134
Book I 3, Page 1739
HcrnDton County, Cloy Township
12758 !RAM LANE (SO' R/YI)
Connel, IN 46032
Prepared Dote: 08/16/06: By: KAG
Community Restrictions:
Side Yord = N/A
Rear Yard = 2S'
Aggregate . 30'
Zoning - S1
SlIverthome Hornss
Pad Grade - 915.7 per plan
Pad Grade + 1.0' - Garage FFE (916.7)
Garage FFE + 0.5' - Residential FFE (917.2 )
Residential FFE - 10.0' " Basement m; (907.2 )
Driveway Slope - 2.3"
Note: The garage finished floor ~evotlon Is
1.7' above the curb Inle~ per plan.
Ground Cover Colculatlons:
Drive = 1,333Sf:l:
Public Walk =195 SF;!:
Privote Walk -195 SF:!:
Seeding _6,158 SF:!:
Sod - 6,664 SF:!: ,to the rear of home.
Plot Plan Leqend
I]l!Q&] Proposed Grades
000.0 Existing Grades
___000.0-- Contour Grade
* Approx. Loterol Location
- . - Sanitary Sewer Unes
-IT- Stann Sewer Unes
- 'W - Water Service Unes
- - - - - - - Sub-Surface Drain Lines
. Manhole (Sanitary or Storm)
. Beehive Inlet (Storm)
l1li Curb Inlet (Storm)
D End Section (Storm)
... Fire Hrront
_ 0 G G _ 000 _ Flow Line of swaJe
LOT # 31
VB06.0059930
DetoD of t)plcal Ground
Water flow pattern for
lndlviduallots.
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Assumed North
Scale: I' = 40'
Note: Builder to ensure
positive drainage away from
structure(s).
Note: Sanitary Sewer
Top of Cast~9 Information
Upstream Monhole, TC= 915.60
Downstream Manhole, TC- 913.80
per plan.
Note: The contractor is to maintain a
m~lmum distance of ten feet (10')
between the sanitary sewer and water
Ilnelaterols.
FLOOO HAZARO STATEMENT
CERTlFlCA TlON
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I ( 50303 ) I
'% .... STATE OF i iff
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W//I!IIiI/lIIlIl\\\II\II\~
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This drawing is not intended to be represented as 0 retrocement or
original boundary survey, a route survey, or a Surveyor Location Report.
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REVISION #1
REVISED BAY WINDOW &
PRIVATE WALK PER FAX
VB06.0060423
08/25/06 - KAG
NOTE:
SUMP PUMP(S) TO BE PLACED
BY 8UILDER AS NEEDED.
NOTE:
lIiE BASEMENT ElEVATlON DEPICTED HEREON HAS BEEN DElERMINED
AND BASED UPON lIiE PAD GRADES AND OR CONTOURS TAKEN FROM
lIiE CONSTRUCTlON PLANS FOR lIiE SUBDIV1SION. UNLESS STATED,
NO INFORMATlON ABOUT FlUCTUATlNG WAlER TABLES, SOIL
CONDITlONS OR SOIL TYPES \\1THIN THE BUILDING AREA HAS BEEN
PRO~DED OR STATED ON SAID PLANS. IT IS RECOMMENDED THAT
BASEMENT FINISHED flOOR ElEVATlONS BE AT lEAST (2) FEET ,
ABOVE THE NORMAL POOl ELEVATlON OF ANY ADJOINING BODIES OF
WATER UNLESS A STUDY OF FACTS IF DURING lIiE EXCAVATlON '
PROCESS, ANY GROUNDWAlER REVEALS OTHER\\1SE. IS \\1TNESSEO,
lIiE SCHN~OER CORP. SHOULD BE NOTlFlED IMMEDIATELY. THE
BASEMENT ELEVATlON SHOULD BE RAISED (2) FEET ABOVE THE
GROUNDWAlER LE\U AND ADDITlONAL CONSTRUCTlON TECHNIOUES
SHOULD BE INCORPORATED TO AlLE\1A TE FUTURE PROBLEMS.
FLOOD HAZARD STATEMENT
The accuracy of any flood hazard data shawn 00 this plot plan is subject to
map scale uncertainty and to any other uncertainty In location or elevotlan on
the referenced flood Insurance rate map. AlL of the within described land DOES
NOT UE within that special flood hazard zooe A as said land plots by scale on
cornmunlty-pan~ # lB0060 020SF of the flood Insurance rate maps for Carmel,
IN (maps dated Feb. 19. 2003).