HomeMy WebLinkAbout06040135 Site Plan
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Scmeider
The Schne1der CorporaUOIl
8801 OUI .lftZlUt
1IlIloric1'olt_
,",n..nllJl"IUi.1ndI.ana 462l&-1037
317-828-7100
317-ll2a-7200 rlJ.
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WIdIcape izcllllectlIn
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GeoIor1
Plot Plan leqend
I]9MJ Proposed Grades
000.0 Existing Grad..
__ 000.0-- Contour Grode
* Appra~ lateral location
- . - Sanitary Sewer Unes
-" - Storm Sewer Lines
---'- 'vi - Water Service Lines
- - - - - - - Sub-Surface Drain Unes
. Manhole (Sonltary or Storm)
. Beehive Inlet (Storm)
l1li Curb Inlet (Storm)
D End Section (Storm)
... Fire Hydrant
_ 0 0 0 _ 0 0 0 - Flow Line of swole
This Plot Plan Prepared For:
Snverthame Hames
lot # 32. containing 13,874 SJ.t, in
Aberdeen Bend SubdMslon
Instrument # 200500066134
P.C. # 3, Slide # 739
HAMILTON COUNTY, CLAY TO\\NSHIP
12744 TRAM LANE (50' R/'II)
Carmel, IN 46074
Prepared Date: 03/31/06 : By. KAG
Community Restrictions:
Side Yard = N/A
Rear Yard = 25'
. Aggregate = 30'
Zoning = Sl
Silverthorne Horn.., LLC.
Finished Floor Elevation Information
Pad Grade = 917.2 per pian
Pad Grade + 1.0' = Garage FFE (918.2)
Garage FFE + 0.5' = Residential FFE (918.7)
Residential FFE - 10.0' = Basement FFE (908.7)
Note : The garage flnlshed floor e1evotion is
2.7' above the curb at the drive, per plan.
Ground Cover Calculations:
Drive = 1,338 SFt
Public Walk = 440 SFt
Privote Walk = 255 SFt
Seed = 5,992 SFt, from rear of home.
Note: Sanitary Sewer
Top of Casting Information
Upstream Manhole, TC=916.60
Downstream Manhole, TC= 915.60
per plan.
Note:
This drawing is based on construction pions or record drawings.
and Is not based upon a fleld survey. The Schneider Corporation
does not warront 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; faRing to do
so results in the contractors assumption of all lIabUity.
LOT # 32
VB06.0051630
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Assumed North
Scale: I' = 30'
REVISION #1
REVISED PORCH DIMS
VB06.0052574
04/13/06. KAG
Oetai of twlcal Ground
Water flow pattern fO(
IndividuQllots.
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Note: Builder to ensure
positive drainage away from
structure(s).
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12.5' S.S.E. I
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142.06
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12.5' S.S.E.
77.33
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H.P 916.5
M.E G. 137,98
FLOOD HAZARD STATEMENT
CERTlFlCA TlON
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FLOOD HAZARD STATEMENT
The acounlcy of any flood hazard data shown on this plot plan is
subject to map ...Ie uncertainty and to any other uncertainty In
location or elevation on the referenced flaad Insurance rate map.
ALL of the within described land DOES NOT UE within that special
flaad hazard zone A as said land plats by scale on
community-panel # 18057C 020SF of the flood Insunlnce rate
maps for Fishers, IN (maps dated Feb, 19, 2003).
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I PER PLAN
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Note: The controcto( is to maintain 0
minimum distance of ten f..t (10')
between the sanltory sewer and water
line laterals.
NOTE:
SUMP PUMP(S) TO BE PLACED
BY BUILDER AS NEEDED.
NOTE:
THE BASEMENT ELEVATION DEPICTED HEREON HAS BEEN DETERMINED
AND BASED UPON THE PAD GRADES AND OR CONTOURS TAKEN FROM
THE CONSTRUCTION PLANS FOR THE SUBDIV1SION. UNLESS STATED, NO
INFORMATION ABOUT FLUCTUATING WATER TABLES, SOIL CONDIllONS OR
SOIL TYPES ~THIN THE BUILDING AREA HAS BEEN PR0V10EO OR STATED
ON SAID PLANS. IT IS RECOMMENOED THAT BASEMENT FINISHED FlOOR
ELEVATIONS BE AT LEAST (2) FEET ABOVE THE NORMAL POOL ELEVATION
OF ANY ADJOINING BODIES OF WATER UNLESS A STUDY OF FACTS
REVEALS OTHER~SE.IF DURING THE EXCAVATION PROCESS, ANY GROUNDWATER
IS ~TNESSED, THE SCHNEIDER CORP. SHOULD BE NOTIFIED IMMEDIATELY.
THE BASEMENT ELEVATION SHOULD BE RAISED (2) FEET ABOVE THE
GROUNDWATER LEVEL AND ADDIllONAL CONSTRUCTION TECHNIQUES SHOULD
BE INCORPORATED TO ALLEV1ATE FUTURE PROBLEMS.
PlEASE N01E THAT THE STRAIGHT UNE SLOPE
OF THE DRlmYA Y FROM THE GARAGE RNISHED FLOOR
ELEVATION TO THE TOP OF THE CURB AT THE CEN1ER
OF THE DRIIt:WAY EXCEEDS 5X AS PROPOSED. THiS SLOPE
IS BASIEO ON THE REQUIRED MINIMUM GARAGE RNISHED
FLOOR ElEVATION AND THE EXISTING TOP OF CURB ElEVATION.