HomeMy WebLinkAbout06030214 Site Plan
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Schneider
The Schneider Corporation
6901 QUa Avenue
Historic Fort Harrison
Indianapolil, Indiana 482t6-1037
317-826-7100
317-828-7200 FAX
Enc!now,
Suneyiq
l4ndaeape Architecture
GIS .US
Geology
Note:
This drawing is based on construction plans or record
drawings. and is not based upon 0 field survey. The
Schneider Corporetion doe3 not worrant the occurocy 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 Corporotion immediately. foiling to do so
results in the contractors assumption of all liability.
Note:
Per Connel zoning ordinance 26.1.1 :
The residential district limits height to twenty-five
feet (25'), however 0 dwelling may be increased in height
to thlrty-fi'" feet (35') provided Ihe side and rear )'Ord.
ore increased an additional one foot (1') for each
one foot (1') the structure exceeds the first
twenty-five feet (25') in height.
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i ( S0303 "') i ~:e~osement elevotion, depicted h.-eon, has been detenmined and
% \. STATE OF ..... ~ based upon the pad grades and/or contours token from the
~ /'. . ~ construction plans for this subdivision. Unless stated, no information
~<4;~":'tvDIA~.!:"""~~ about fluctuating water tables, soli conditions. or soil t)'Pes has been
~ /i'/) "S''''U''R''~I \.4\ .ff provided or stated on said plans. It is recommended that the basement
4'1////, ~ \\~'0~ finished floor elevations be at least two feet (2') abo....e the normal pool
tl///IJI/IIIII1H\\\\\\\\\ elevation of any adjoining bodies of water, unless 0 study of focts
~ reveals otherwise. If during the excavation process any ground water is
witnessed, The Schneider Corporation should be notified immediately. The
~ \ l basement elevation should be raised two feet (2') above the ground
. \ -'-- ' water, and additional construction techniques should be Incorporated to
alleviate future problems.
Flood Hazard State ent: The accuracy of any flood hazard data shown on thiS report IS subject to
map 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 LIE within that special flood hazard
zone A as said land plots by scale on flood insurance rate map # 18057 0205F for City of Carmel,
Indiana (maps dated February 19. 2003).
This Plot Plan Prepared For: R.H. of Indiana
Lot # 73 ,containing 8,976 S.F.:I:, in
Stanford Park
Section' 1
INSlR. , 200500009385
P.C. , 3, Slide' 577
CERllACA 1E of CORRECllON
INSlR. , 200500044195
aay Twp, HamDton County
Sec 29, Tl8N, R3E
13805 Stanford Drive (50'R/W)
Carmel, IN 46074
Prepared Date: 03/24/06: By: AMA
Proposed Buyer(s): INVENTORY
Community Restrictions:
Side Yard =3' min.
Reor Yard = N/A
Aggregote = 6 (B. H.)
R.H. of Indiana
finished Floor Elevation Information
Pod Grode = 915.4 per plan
Pod Grode + 0.7' = Garage FFE (916.1 )
Garage FFE + 1.5' = Residential FFE (917.6)
Residential FFE - 9.0' = Basement m (908.6)
Ground Co....er Calculations
Drive = 880 SF t
Public Walk =611 SFt
Private Walk = 55 SFi
Hydroseeding =127 SFt
Sod = 555 SYi, from
Rear of residence.
Add!. Sod Pkg. = 139 SH, to
Rear easement
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I TC= 915.50 ,Co
PER PLAN .... I
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FLOOD HAZARD STATEMENT
CERTlFICA TlON
Plot Plan Legend
[]Q[Q] Proposed Grode.
000.0 Existing Grodes
__ 000.0-- Contour Grode
* Approx. Lateral Location
- . - Sanitary Sewer Lines
-... - Storm Sewer Lines
- IJ - Water Ser....ice Lines
- - - - - - - Sub-Surface Drain Lines
. Manhole (Sanitary or Storm)
. Beehive Inlet (Storm)
IlIII Curb Inlet (Storm)
D End Section (Storm)
... Fire Hydrant
- 0 0 0 _ 0 0 0 - Flow Line of swale
- - Building Une (BL / BSL)
- - - - - - - Easement Line
OetoD of Ground/ Storm
Water flow pattern for
individual lots.
Lot # 73
Vb06. 0051084
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Note: Sanitary Sewer
Top of Co.ting Information
Upstream Manhole, TC= 916.20
Downstream Manhole, TC=915.50
per plan.
Sidewalk to be placed
l' from property line,
4' from bock of curb,
per plan.
Note : The garoge finished floor elevation
Is 0.8' above the curb at the drive, per plan.
~
Assumed North
Scale: 1- = 30'
Note: Bu~der to ensure
positive drainage away
from structure(s).
, 1---- -r 1911.931
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Note:
Sump pump(.) to be placed by
buDder os needed.
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Note:
The contractor is to maintain a minimum
di.tonce of ten feet (10') between the
sonitry sewer and water line laterals.
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TYPICAL SWALE SECllON
~GNA lURE :
DAlE:
~GNA lURE REPRESENTS COOAR~A]OO OF RECEIPT OF PLaT PlAN BY CUSTOI.IER.