HomeMy WebLinkAbout04120037 Site Plan
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Tho Schneider CorporaUoD
8901 otis Avenue
Historic fon Harrison
Indianapolis. Indiana 48216-1037
317-826-7100
317-826-7200 fAX
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landJcape Architeclure
GIS 'US
GeoIoU
Plot Plan Prepcred for: R.H. of IndiCll!ft
lot # 50, contoillng 8,218 5.F.:I:, In
Stonford POlk
Section # 1
Instrument # Unrecorded
P.C. # X. Slide # X
Clay Twp, HomDton County
Sec 20, T29N, R3E
13811 Pmo Alto Court (SO' R/Yf)
Prepcred Date: 00/16/04: By. J(J
Proposed Bu)'8l'(8~ Model Home
Plot Plan legend
Community Restrictions:
Side Yard =3' min.
Rear Yard = N/A
Aggregote = 6 (B.H.)
[]QQ]] Proposed Grades
000.0 Existing Grades
__ 000.0-- Contour Grade
* Approx. lateral location
- . - Sanitary Sewer Lines
-... - Storm Sewer lines
- 1J - Water Service Lines
- - - - - - - Sub-Surface Drain lines
. Manhole (Sanitary or Storm)
. Beehive Inlet (Storm)
11III . Curb Iniet (Storm)
D End Section (Storm)
... fire Hydrant
- 000 - "0" -Row line of swale
Building Line (Bl / BSl)
- - - - - - - Easement Line
finished floor Elevation Information
Pod Grode = 916.1 per pion
Pod Grade + 0.7' = Garage FIT (916.8)
(Bsmt) Gorage FIT + 1.5' = Residentiol FFE (918.3)
Residential FIT - 9.0' = Basement FIT (909.3)
Sanitary Sewer Costing Information
Upstream Monh~e, TC= 916.10
Downstream l.lanhole, TC= 915.90
per plan.
Note:
Sump pump(s) to be ploced by
builder as needed.
Sidewalk to be placed
l' from property line,
4' from back of curb,
per plan.
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TYPICAL SWALE SECTION
Sod Calculations:
Drive = 784 Sf.!
Public Wok = 230 SH
PriYllte Walk = 53 Sf::t:
Sod = 226 Sri , ~om
rear of home.
H)droseeding = 3,690 Sf.!
Note: I
This drawing is based on construction plans or record drawings,
and is not based upan a field survey. The Schneider COrporation
does not warrant the accuracy Of sufficiency of this information.
Contractors should verify existing conditions prior to ony
construction. Any discrepancy found on this drawing sh:ould be
reported to The Schneider Corporation immediately, failing to do
so results in the contractors ossumption of 011 liability'!
I
Note: I
The basement elevation, depicted hereon, has been determined
and based upon the pad grades and/or contours taken from the
construction plans for this subdivision. Unless stated, no information
about fluctuating water tobles, soil conditions, or soD t)pes' 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 ba;;;ement elevotion should be raised two froet (2') above the ground
woter, and additional construction techniques should be incorporated to
alleviate future problems.
Note:
Per Carmel zoning ordinance 26.1.1 :
The residential district limits height to twenty-five
feet (25'), however a dwelling may be increased in height
to thirty-five feet (35') provided the side and rear yards
are increased on additional one foot (1') for each
ooe foot (1') the structure exceeds the first
twenty-five feet (25') in height.
DetaD of Ground/ Storm
Water flow pattern for
individuollots.
VB04.0022994
Lot # 60
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Assumed North
Scale: 1- = .10'
:g:
'0'
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Note:
BuUder to ensure positive drainage
away from structure(s).
Note : The garage finished noor elevation
is 1.4' above the curb at the drive, per plan.
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g
ill
, 131.92'
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jl\1:! m
)> ~ '". Ie ~49.5' I
n z
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r- II
> --I ill~ 26.0' 61.5'
0 en I,
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0 '" -\ q I"; "'" 1
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>, :::0
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I JI^ 131.92
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, 59.5'
TC=915.90
PER PUN
NOTE:
THE WITHIN PLOT PLAN WAS PREPARED AT THE CLIENT'S
REQUEST WITHOUT BENEFIT OF A RECORD PLAT, THE
CONTRACTOR AND/OR BUILDER HAS BEEN CAUTIONED
THAT THE DEPICTED LINES SHOWN HEREON ARE SUBJECT
TO CHANGE.