HomeMy WebLinkAbout06100149 Site Plan
63.26'
15' O.t
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TC=.9~8.~6 F[~L -
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LM.A,E.~P/'E. & .! . ~rJi'.t
POND ..E.E.
lI.p.", 911' TYPICAL SWALE SEcnON
IDoYR .40 Note:
This drawing Is not Intended 10 be represented os 0 relracement or '" 917.64 Per Corm.1 ,on~g ordinance 26.1.1 : The residential
original boundary survey, 0 roule survey, or 0 Surveyor Location Report. district limite h.lght 10 twenty-flve feet (25'), how.ver
o dw~l~g may b. ~creased ~ h.lght 10 thlrty-flve
feet (35') pro~ded the sid. and rear yards ore Increased
on additional on. foot (1') for each one foot (1') the
structure .xceeds the r..t twenty-flve feet (25') In
height.
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. ...-M.nvll" Indiana 482l8-1037
317--"'1100 GooIGc1
Scmeider 317--..noo FAI H d' 187 S-
, ~ Plot Pion Legend
This Plot Plan Prepared For: Arbor Homes !]MID Proposed Grades
Lot # 37 ,containing 13,097 SJ.:t, in 000.0 Existing Grades
The Trails at Hoyden Run Sec. 1 -000.0- Contour Grod.
INSTR, # 200500069468 * App~ox. Lateral location
- . - Sanitary Sewer Lines
Cloy Twp, Hamilton County -If- Storm S.wer ~es
See 20 T29N R3E - '" - Water ~ce Unes
, I , _ _ _ _ _ _ _ Sub-Surface Drain Unes
3234 FERRELL DRIVE (50'R/W) . Manhole (Sonltary or Storm)
Westfield, IN 46074 . Beehive Inl.t (Storm)
Prepared Dote: 10/11/06 : By. KAG HIlI CUrb Inl.t (Storm)
--. - - . D End'Sectlon.(Storm).
.... Flre Hydront
~ .. .. " - .. .. .. - Flow Une of swore
Community Restrictions:
Side Yard g'$ min.
Rear Yard = N/A
Aggregate g 6 (B.H.)
ARBOR HOMES
Pod Grode = 920.0 per plan
Pod. Grad. + 1.0' = Garage FIT (921.0)
Garage FIT + 0.5' a Residential FIT (921.5 )
Residential FIT - 10.0' a Basement FIT (911.5 )
Driveway Slope a 5.B"
Note : The garage finished floor elevation
Is 2.1' above the curb at the drive, per
pion.
Note: Sanitary Sewer
Top of Costing Information
Upslreom Manhole, TCa 919.45
Downstream Manhole, TC= 919.3B
per record drawing.
Note:
The contractor Is to maintain a
minimum dbtonce of ten feet (10')
between the sanltry sewer and water
line laterals.
GROUND COVER CALCULATIONS:
Drive = 866 Sf:t
Public Walk = 360 Sf:t
Private Walk a 118 Sf:t
Seeding = 5,245Sf:t
Sod = 4450 Sf:t ,
even with the rear of house.
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FLOOD HAZARD STATEMENT :=45 II
CERlIF1CA liON PER REG. 0Ml.
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% \ STAlE OF l fi
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UaQNIEY B
FI1iI&lISY
RESIDENCE:
16.5'
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Aood Hazard Statement Th. _ of any flood hazcrd doto shown on thb report
b eubject to mop a. uncerIoInty and to any othO' uncerlolnty In location or
e1.vatIon on the referenced flood Inauronce rote mop. ALL of the within described lond
DOES NOT UE within thot epeol~ flood hozonl zone A os oold land ~ote by ecol. on
flood Inauronce rote map , lB057C0205f fer aly 01 Camel, Indlono (mops doted
FeIlrwy 19,.2003).
Note:
This drawing Is bosed on constructron pions or record drawings,
and Is not based upon 0 fleid survey. Th. Schneider Corporation
does not warrant the accuracy or sufficiency of this Information.
Contractors should verify .xlstlng conditions prior 10 any
construction. Any discrepancy found on this drawing should
b. report.d to Th. Schneider Corporation immedlot~y, faDing
to do so results In the contractors assumption of all lIabBity.
Note:
The basement e1eYOtlon, depleted hereon, has been determined and
bo. on the pod grades ood/or contoura token from the construction
plGns for this a1bdlvlsloo. Unless stClted, no InformCltJon <lbout fluctuating
water tables. soB condltlana, or soB t)pu hCl! been provided or stated
an said pions. This lot Is located near 0 body of water. Lot or soB
conditions mClY requn that the basement floor e/e'o'Cltlon be held 2 foot
CIbOWl normal pool e1ewtlon. Site InYeStlgatlon may be needed If woter Is
encountered during the excowtlan process or If other known water
ele\l<ltlon or soDs conditions ore preMflt. Investigation and any remedlol
procedures Is at the disc:retlon of the buDder to determine and take
C1pproprlote steps of action. If any ground water Is encountered during
excoYOtlon the bulderJs encourClged tocontClCtJhe.Schnelder
Corporation to dlSCt.lss possible courses of octlon.
NOTE:
SUMP PUMP(S) TO BE PLACED
BY BUILDER AS NITDfO.
LOT # 37
VB # 06.0062746
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C>~C>
DetoD of t)plcal Storm
Water flow pattern for
Individual lots.
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VAR c'A, I J Note: Bunder to ensure
L . O.U'_s'E. positive dro~og. away
1./.A,E.&p i E.(.t from structure(s).
POND 12 . .
lI.p.", 915
lDoYR .00
'" 917.78
36.93'
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47.5'
019.5J
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55.2'
/)far
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TC=919.J6
PER REG. DrG.
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