HomeMy WebLinkAbout06070191 Site Plan
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Schleider 817-828-7200 FAI
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Plot Plan Leqend
!JiliQ]J Proposed Grades
000.0 E,lstlng Grades
__ 000.0-- Contour Grade
* Appro,. Lateral Location
_ . - Sanitary Sewer Lines
_ If- Storm Sewer Lines
_ '.J - Water Service Unes
_ _ _ - - - - Sub-Surface Drain Unes
. ~anhale (Sanitary ar Storm)
. Beehive Inlet (Storm)
11III Curb Inlet (Storm)
D End Section (Storm)
.... Fire Hl"rant
_"" 0 _ ",," - Flow Line of swale
This Plot Plan Prepared For:
snver Thome Homes
Lot # 45, containing 23,553 5.F.t, in
Aberdeen Bend Subdl~slan
Instrument # 200500066134
P.C. # 3, Slide # 739
HA~IL TON COUNTY, QA Y TO\\tjSHIP
12819 PETRONIA COURT (50' RjW)
Carm~, IN 46032
Prepared Dote: 07/07/06 By. KAG
. Community Restrictions:
Side Yard = N/A
Rear Yard = 25'
Aggregate = 30'
Zoning = Sl
SlIverthome Homes. LLC.
Finished Floor Elevation Information
Pod Grade = 913.0 per plan
Pod Grade + 1.0' = Garage FIT (914.0)
Garage FIT + 0.5' = Residential FIT (914.5)
Residential FIT - 10.0' = Basement FIT (904.5)
Note : The garage finished floor ~evation Is
2.0' above the curb at the drive, per plan.
Ground Caver Calculations:
Drive = 1.253 SFt
Public Walk = 521 SFt
Private Walk = 202 SF t
Seed = 13.271 SFt
Sod = 6,392 SFt.!rom rear of home.
/
ABB109
TC=913.00
PER PLAN
Note: Sanitary Sewer
Top of Costing Information
Upstream ~anhale, TC= 912.90
Downstream ~anhole, TC=913.00
per plan.
ABB110
TC=912.90
PER PLAN
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This <<owing Is not Intended to be represented os a retracement or
original boundary BUM)'. Q fClllte lll.IfW)'. or 0 Swwp LocGtlon Report.
flOOD HAZARD STATEMENT
The accuracy of any flood hazard data shown 00 this plot plan is
subject to mop scale uncertainty and to any other uncertainty In
location or elevation on the referenced flood insurance rate map.
ALL of the within described land DOES NOT UE within that special
flood hazard zone A as sold land plats by scale on
community-panel # 180080 0205F of the flood Insurance rate
mope for Fishers. IN (maps doted Feb. 19. 2003).
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Note:
This drawing is based on construction plans or record drawings,
and is not based upon 0 fi~d survey. The Schneider Corporation
does nat warront the accuracy or sufficiency of this information.
Cantracto", should verify existing conditions prior to any
construction. Any discrepancy found an this drawing should be
reported to The Schneider Corporation Immediately; foiling to do
so results in the contractors assumption of 011 liability.
LOT# 45
VB06.0057544
Oetai of t:,pical Ground
Water flow pattern for
individual iota
~
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=~=
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Assumed North
Scale: 1. = 40'
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- - --
Note: Builder to ensure
positive drainage away from
structure(s),
NOTE:
IN THE RESIDENTIAL OISTRIClS UNITING H~GHT TO
TWENTY-AYE (25) FEET. A OWEWNG ~AY BE INCREASED IN
H~GHT TO THIRTY-AYE (35) FEET PRO'llOEO THE SIDE AND
REAR YAROS ARE INalEASED AN ADDITIONAL FOOT FOR
EACH FOOT SUCH STRUCTURE EXCEEDS TWENTY-AYE (25)
FEET IN H~GHl PER CARNEL ZONING ORDINANCE 26,1.1.
~
TYPICAL SWAl}; SECTION
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210.25
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is
125.1'
262.34
NOTE:
SU~P PU~P(S) TO BE PLACED
BY BUILDER AS NEED EO,
NOTE:
THE BASE~ENT ElEVAllON DEPICTED HEREON HAS BEEN DmRMINEO
AND BASED UPON THE PAD GRADES AND OR CONTOURS TAKEN FROM
THE CONSlRUCllON PLANS FOR THE SUBDIVISION. UNLESS STAlED. NO
INFORMAllON ABOUT F1.UClUATING WATER TABLES. SOIL CONDITIONS OR
SOIL TYPES WITHIN THE aUiLO:NG AREA HAS 8EEN PROVIDED OR STAl'EO
ON SAID PLANS. IT IS RECOMMENDED THAT BASEMENT ANISHED F1.00R
ELEVATIONS BE AT LEAST (2) FEET ABOVE THE NORMAL POOL ELEVATION
OF ANY AQJOfNING BODIES OF WATER UNLESS A SnJDY OF FACTS
REVEALS QTHERWlSE.1F DURING THE EXCAVA'TlON PROCESS, ANY GROUNDWA'TER
IS WITNESSED, 'THE SCHNEIDER CORP. SHOULD BE NOllAED lMI.4E01ATELY.
ll-lE BASEMENT ELEVATION SHOULD BE RAISED (2) FEET ABOVE THE
CROUNOWA TER LEVEL AND ADDITlONAL CONSTRUCTION lECHNIQUES SHOULD
BE INCORPORATED TO ALLEVlA lE FUlURE PROBLEMS.
Note: The contractor Is to maIntain a
minimum dIstance of ten feet (10')
between the sanitary sewer and water
line laterals.
PLEASE NOTE THAT THE STRAIGHT UNE SLOPE
Of THE ORIYEWA Y FRON THE GARAGE FINISHED FLOOR
ELEVATION TO THE TOP Of THE CURB AT THE CENTER
Of THE DRIYEWA Y EXCEEDS 5% AS PROPOSED, THIS SLOPE
IS BASED ON THE REOUIRED ~INI~U~ GARAGE FINISHED
FLOOR ELEVA]QN AND THE EXISTING TOP OF CURB ELEVATION.