HomeMy WebLinkAbout06060051 Site Plan
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Schneider
Tbe Schneider Corporation
8901 0Ull Avenue
Historic fort Harrison
Indianapolb, Indiana 46216-1037
317-826-7100
317-826-7200 FAX
En,me.rloc
Sun')'in.!
LanUcaptl Arclrllecture
GIS .US
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Note:
This drawing is based on construction plans or record
drawings, and is not bosed upon 0 field survey. The
Schneider Corporation does not warrant the accuracy 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 Corporation immediately. foiling to do so
results in the contractors assumption of 011 liability.
Note:
The basement elevation, depicted hereon, has been detennined
and bosed upon the pod grades and/or contours token from
the construction pIons for this subdivision. Unless stated, no
information about fluctuating woter tables, son conditions, or
son twes has been provided or stated on said plans. It is
recommended that the basement finished floor elevations be
at least two feet (2') above the normal pool elevation of any
adjoining bodies of water, unless a study of facts reveals
otherwise, If during the excavation process any ground water
is witnessed, The Schneider Corporation should be notified
immediately. The basement elevation should be raised two feet
(2') above the ground water, and additional construction
techniques should be incorporated to alleviate future problems.
This Plot Plan Prepared For. R.H. of Indiana
Lot # 964 , containing 8.400 SJ.:I:, in
VIllage of Westday
Section' 6002
INSTRUMENT , 200500080673
PC E SlIDE 791
HamOton County, Cay Twp
Sec 19, Tl8N, R03E
. 12648_ Troupe Street
Carmel, IN 46074
Prepared Dote: 05/04/06: By: AMA
Proposed Buyer(s): INVENTORY
(SO'R/W)
Plot Pion Legend
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Proposed Grades
Existing Grades
Contour Grode
Approx. Lateral Location
Sanitary Sewer lines
Storm Sewer Lines
Water Service lines
Sub-Surface Drain lines
Monhole (Sonitory or Storm)
Beehive Inlet (Storm)
Curb Inlet (Storm)
End Section (Storm)
- Fire Hydront
Flow line of swale
Building Une (BL / BSL)
Easement line
Proposed Landscape Area
Community Restrictions:
Side Yord = 5' MIN (ONE ~OE)
Rear Yard = N/A
Agg"gol. = 201. LOT \I10TH
Zoning = $1
R,H, of Indiana
Finished Floor Elevation Information
TBM ot foce of curb=902.4
113M ot 0Ile)'=903.9
Note: Sanitary Sewer
Top of Costing Information
Upstreom Monhole, TC= 902.77
Downstream Manhole, TC= 904.43
per plan, !I
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TYPICAL SWALE SECTION
Noto: Sump pump(s) to b.
placed by buijder os needed,
Deton of Ground! Storm
Woter now pattern for
...dividuollots.
[IlJ
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-w-
- - --
Note: Builder to ensure positive
drainage away from structure(s).
Proposed Grode ot Swole=904.4, high side
Goroge FFE ot weotherlip=907.4-2.54=904.9
Residentiol FfE=904.4t3.0=907.4
Nole : The garage finished floor elevation
is obove middle of poWl'nent at the drive, per pion.
Ground Cover Calculations:
Drive = 968 SFf
Public Wolk = 249 SF:I:
Privote Wolk = 72 SF:I:
Hydroseeding =N/A SF:I:
Sod =422 SY:I:,
entire yard
Sidewalk to be placed
l' from property line,
5.5' from bock of curb.
per plan.
~GNA lURE :
Note: The contractor is to maintain a
minimum distance of ten feet (10')
between the sanitary sewer and water
line Icterals.
Lot # 964
Vb06.0052993
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Assumed North
Scole : ,. = 30'
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 f.et (35') provided the side ond reor yards
are Increased on additional one foot (1') for each one
fool (1') the structure exceeds the first twenty-five feet
(25') in height.
DATE:
~GNA lURE REPRESENTS CONRRMA nON (J' RECEIPT (J' PLOT PLAN BY CUSTOl.lER.
50.00
TC- 4.13
!;f PER PLAN
~ SIRI'2 -12" ALLEY ESMT
en ----- -----
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20.75
M. . /127
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37.3'
33.6'
24.00
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TC=902.77
PER PlAN FLOOD HAZARD STATEMENT
CERTlFICA TlON
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36.75' in
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7.6' 902.6
4.6' .4"
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Area of water top to be
bock filled with granular
material to within 10- of
top of curb.
Area of water top to be restored
to its' original condition prior
to construction.
Granulor bock fill suggested
under driveway at sanitary sewer
lateral trench, water line trench
and any other excavated areas,
(If situotion occurs)
Locotion of utilities on plot pion
ore general locations per plan
ond should be verified in the field.
29.0'
B-B
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W
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All service laterals
crossing at curb
ore stamped:
SA= Sanitary Sewer
5S= Subsurface Drain
W= Water
Note: (secondary oreos - Westcloy)
Max. height: 35 on iots 100' and lorger
(to eve line) 30' on less than 100'
Max. coverage: 50%
Note: (primory oreos - Westcloy)
Mox. height: 30'
Build-up line: 2 stories
Max. coverage: 50%
Pod elevation shown is per plans
and is not the as-built elevation.
The information for the elevation
difference between the primary finished
floor elewtion to the top of bosement
wall ond to the bosement finished fioor
wos provided by the client.
Flood Hazard Statement: The accuracy of any flood hazard data shown on this report is subject 10
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
r.::lrmp! Inrli:::In::l rl::llprll=phrll~n., 10 'Jnn':l;
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