HomeMy WebLinkAbout07040146 Site Plan
~~
Schneider
Community Restrictions:
Sid. Yard = 5' MIN (ONE ~DE)
Rear Yard = N/A
Aggr.go\. = 20~ lO, '0101\1, MIN,
Zoning = $1
Ground Cover Calculations:
Drive = 799 SF t
Public Walk = 264 SF t
Private Walk = 39 SF t
Hydroseeding = N/A SFt
Sod = 390 SYt, entire yard,
Sidewalk to be placed
flush from property line,
5.5' from bock of curb,
per pion,
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FLOOD HAZARD STATEMENT
CERTlFICA TlON
The Schneider Corporation
6901 otis Avenue
Historic Yort Harrison
IndJaDApolb, IndJaDA 46216-1037
317-826-7100
317-826-7200 FAX
(50'R/W)
5' ONE SIDE
Note:
This drawing is based on construction plans or record
drawings, and is not based upon a field surv~y. The
Schneider Corporation does not warrant the accuracy or
sufficiency of this information. Contractors sh'ould verify
existing conditions prior to any construction. 'Any
discrepancy found on this drawing should be reported to
The Schneider Corporation immediately; foiling, to do so
results in the contractors assumption of all liability.
Note:
The basement e1eYlJtion, depicted hereon, has been
determined and based on the pod grades and/or contours
token from the construction plans for this subdivision. Unless
stated, no information about fluctuating water tables, so~
conditions, Of soil tYiles. hcs been prO'o'ided or slated 00 said
plans, This lot is located near a body of water. lot or son
conditions may require that the basement floor eleVation be
held 2 foot above nOfTTlal pool elevation, Site investlgation
may be needed if woter is encountered during the excoYlJtion
process or if other known water elevation or soils conditions
ore present. Investigation and any remedial procedures is 01
the discretion of the builder to determine and toke
appropriate steps of action. If any ground water Is
encountered during excaYlJtion the buUder is encouraged to
cootod The Schneider Corporation to -discuss possible
courses of octlon,
""&ineering
S\uTeytD&
I.udscape Arch1t.ecl.ure
GIS 'US
Geology
Plot Plan Legend
! 000 0 I Proposed Grades
000,0 Existing Grades
_000,0- Contour Grode
* Approx, Lateral Location
- . - Sonitary Sewer lines
-81'- Storm Sewer Lines
- \I - Water Service Lines
- - - - - - - Sub-Surfoce Drain Lines
. Manhole (Sanitary or Storm)
. Beehive Inlet (Storm)
DllI Curb Inlet (Storm)
D End Section (Storm)
.... Fire Hydrant
- ~ ~ ~ - ~ Q Q - Flow Line of swale
Building Line (BL / BSL)
- - - - - - - Easement line
Note: Sanitary Sewer
Top of Costing Information
Upstream ~anhole, TC= 902.69
Downstream Manhole, TC= 904.35
per record drawing ~~
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Note: 4:1 p ~ ., ~'E.
The contractor is to maintain a minimum - .
distance of ten feet (10'" between the TYPICAL SWALE SECTION
sanitary sewer and water line laterals.
Vb07,0071825
Lot # 958
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Assumed North
Scale: ,. = 30'
Detail of Ground/ Storm
Water flow pattern for
individual lots.
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-w-
- - - -
Note: Builder to ensure positive
drainage away from structure(s),
Note: Sump pump(s) to be
placed by builder as needed.
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This Plot Pion Prepared for: R.H. of Indiana
Lot # 958 , containing 8,400 ST,:!:, in
VIllage of Westclay
Section # 6002
INSlR. # 200500080673
PC 3, SUOE 791
HomDton County, Clay Twp
See 19, TIaN, R03E
12643 Malcombe Street
Carmel, IN 46074
Prepared Dote: 04/11/07 : By. AMA
Proposed- Buyer(s): INVENTORY
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TC.902.69
PER RECORD
DRAv"NG
Finished Floor Elevation Information
TBM at face of curb=902,2
TB~ ot alley=9018
Note: (secondary areas -
Westciay) Max, height: 35' on
lots 100' and larger (to eve iine)
3D' on less than 100' Max.
coverage: 50%
Proposed Grade.ot Swole=904,I, high side
Garage FFE at weotherlip=907,1-2.54=904,56
Residential FFE=904,1 +3,0=g07.1
Basement FFE=907.1-1 0.0=897,1
All service laterals
crossing at curb
ore stamped:
SA= Sanitary Sewer
SS= Subsurface Drain
w= Water
Note: (primary areas - Westclay)
~ax, height: 30'
Build-up line: 2 stories
Max. coverage: 50%
Area of water tap to be restored
to its' original condition prior
location of utilities on plat plan
are general locations per plan
and should be verified in the field,
Granular back fill suggested
under driveway at sanitary sewer
lateral trench, water line trench
and any other excavated areas.
(If situation occurs)
This drawing is not intended to be represented as a retracement or
original boundary survey, Q route survey, or a Surveyor Location Report.
Pod elevation shown is per plans
and is not the os-built
elevation.
Flood Hazard Statement: 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 AE as said land plots by scale on flood insurance rate map #1800810205 F for the City of
Carmel, Indiana dated February 19, 2003.
~GNA lURE :
DAlE:
SIGNAlURE REPRESENTS CONRRMATION Of RECEIPT Of PLOT PLAN 8Y CUSTOMER,
The information for the elevation
difference between the primary
finished floor elevation to the
top of basement wall and to
the basement finished floor wos
provided by the client.
Area of water top to be
back filled with granuiar
moteriol to within 10' of
top of curb,
Note: Per Carmel zoning ordinance 26,1.1
: The residential district limits height to
twenty-five feet (25'), however 0 dwelling
may be increased in height to thirty-five
feet (35') provided the side and reor
yards are increased an additional one foot
(1') for each on. loot (1') the structure
exceeds the first twenty-five feet (25'j in
height.