HomeMy WebLinkAbout07110178 Site PlanThe Schneider Corporation
0901 Otis Mmus
Hidaric Pmt Hmrieoa
tadbnapdie, m lean 4=6-1037
317-028-7100
317-OZO-720D PAZ
This Plot Plan Prepared For Silverthome Homes
Lot # 16 , containing 14,138 S.F.'-, in
Aberdeen Bend SubdWon
Section 1
INSTR. 200500066134
Book ¢ 3, Page i 739
Hamilton County, Clay Township
12961 Birkenstock Street (50' R/N)
Carmel, IN 46032
Prepared Date: 11/15/07 : By. AMA
Community Restrictions:
Side Yard = N/A
Rear Yard = 25'
Aggregate - 30'
Zoning = S1
MHJ ABB 105
N
III
H F4
z
MH@ ABB 106
TC=915.70
PER PLAN
TC=915.50
PER PLAN
W "V
LIABRJTY NOTE
This drwhg Is based on muhucUan plane a record dmhgs,
sm-ying and h not based upon a Raid survey The Schneider
leadsm Architeclowe Cayaraticn does not warrant the accuracy a wHkJeay of thle
GIs US intamctim. Contractors should verify anteing conditions prior
to my emsbuction. Any discrepancy found an this dmkp
aedogy should be trmedhtey reported to The Schneider Capaatlon.
Folhg to do so sl result N the contractor's assumption of ad
IlcbYty
ATZR II SEDATION NOT, Not &•ids to mare
Contractor to m Intoln a minhnum positive dralnogs may fran
distance of Ion feet (1D-O') structurs(s}
between avatar and aontay katerds.
Plot Plan Legend
® Proposed Andes
000.0 Existing Grades
?ooo.0- Contour Grade
* Approx. Lateral Location
a - Sanitary Sewer Lines
-ar- Storm Sewer Lines
- v - Water Service Lines
- - - - Sub-Surface Drain Lines
e1 Manhole (Sanitary or Storm)
® Beehive Inlet (Storm)
® Curb Inlet (Storm)
D End Section (Storm)
All. Fire HVrant
Flow a of swale
Silverthome Homes
Pad Grade = 916.0 per plan
Pad Grade + 1.0' = Garage FFE (917.0 )
Garage FFE + 0.5 = Residential FFF (917.5 )
Residential FIFE - 100 = Basement FFE (907.5 )
Driveway Slope = 5.4%
MF.P.G.=911.93
Note : The garage finished floor elevation is
2.0' above the curb at the drive, per plan.
FR PLAN/ 4.0'
/ PER PLAN
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R.P 1915.90
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SING PUMP NM
Sap pump(s) to be Aloud by
odder as needed
It
1
00'
BASFT W NOTE
The bmenmt devotkq depicted tenon, ho been determined and bceed m the pad grades ad/or contours taken from the
constmdim plans he this sub&,1d . Wdea staled, no Mormaticn cowl %ctuating water tables, wb candl0m36 or sol tlpa had
bem-provided Or stated an wtd.Oms, This lot Is located near a body of rater. Lot a col conditions may require that the basement
for devotion be held two fast (2'-0") chow normal pod devotion. Sits hvevHgd6n may be needed If water Is enco mberd during
the excavation procem or D other hwwn water devotion a sole amdtims are prevent Investigation and my rerndkd proadau m
cl the duration of the bulder to determine and late appropriate deps of action. It my grand water 4 exuntered dahg the
e rcavo0an the builder 6 encouraged to contact The Sdundder corporation to dw da possible coursea of octkn
LOT # 16
VB # 07.0082956 1
it
Ground Cover Calculations:
Drive =1,580SFt
Public Walk =624 SFt
Private Walk =202 SFt
Seeding - 4,324 SFf
Sod = 5,908 SFt , to the rear of home.
Note: Sanitary Sewer
Top of Casting Information
Upstream Manhole, TC=915.70
Downstream Manhole, TC=915.50
per plan.
45.1'
I certly, that the plan show hereon was prepared for the omeRt of the parties Indicted hereon and fa the purpoa of obt*kK a rudmtld emstrucom
pemR my. It is my ophlan Dot N the proposed MLhd grades m cawtmded as shorn, be s rbom dc'noW m the subject lot sill be otisfac lay far
restlmtld.darWdhc Thb plan sae cornpled based m dxenomb prpaed by other and The Stmdder corporation morn no Ilmlity for the accuracy,
canplebneev a aaeptance of these mcbmmta Thb arming Is not Intended to be ryresmtd as a rtraament a arod boundary euvey a route away,
or a srveyr location Wort
F1 OM HAM STATEMENT: The ccaroey, of my Rood hazard ddo shown an this plot plan is adr)sd to map sods mcatohty, and to my other
uncertonty In location an dewticn an the mlermad Rod hexane rote map (FRY). ALL of the within meorbed land DOES NOT aE w" that spacial
load hawd aril cans W. m old land pots by stole on community Yap Pond /IE0060 DZMF of the Road haemce rots sap (FRY) for Hmltm
County, hAmy Oabd Fdnuay 10 , 2DU
43.6'
10 20
SCALE 1' = 30'
00
O U Q 6 6 Rd
' N
m
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S0303
STATE OF
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