HomeMy WebLinkAbout04120038 Site Plan
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Plot P1C1l Prepared for: R.H. of Indlor~
Lot I 61, containing 7,985 5.F.:I:, In
Stanford Pork
Section 11
Instrument I Unrecorded
p.e. I X. Slide I X
Cloy Twp, HemDton County
Sec 20, 129M, R3E
13801 P~o Alto Court (50' RjYf)
Prepcred Dote: 09/16/04: By. oJ
Proposed Buyer(s}: lIode1 Heme
Community Restrictions:
Side Yard =3' min.
Rear Yard:: N!A
Aggregate = 6 (S.H.)
Finished Roor Elevation Information
Pod Grode = 915.7 per plan
Pod Grode + 0.7' = Garage FIT (916.4)
(Ssmt) Gorage FFE + 1.5' = Residential FfE (917.9)
Residential FfE - 9.0' = Basement FfE (90B.9)
Sidewalk to be placed
l' from property line,
4' from bock of curb,
per pIon.
Sod Calculations:
Drive :: 473 sri
Public Walk = 219 SH
Private Walk::: 52 SFi:
Sod = 257 SYi , ~om
reor of home.
Hydroseeding :::: 3,553 SF:I:
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The Schneider CorporaUon
8901 otis Avenue
HIstoric Fort HarrUon
lndianapoliB. IncUano. 46216-1037
3t7-828-71oo
3l7-626-WlQ fAX
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3urvey\n&
Londacape Arehlteclur.
GIS .1lS
GeoJOIJ
Note: I
This drawing is based on construction pIons or record drawings,
ond is not bosed upon 0 field survey. The Schneider Corporotion
does not warrant the accuracy or sufficiency of this information.
Contractors should verify existing conditions prior to cny
construction. Any discreponcy found on this drowing should be
reported to The Schneider Corporotion immediotely; failing to do
so results in the contractors assumption of all liability.
Note:
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 tables, soil conditions, or soU t)'pes has been
provided or stated on said pions. It is recommended that the basement
finished floor elevations be at least two feet (2') above the nomlol
pool elevation of any adjoining bodies of water, unless 0 study of facts
reveals otherwise. If during the excovotion process any ground water Is
witnessed, The Schneider Corporation snoold be notified immediately.
The basement elevation should be raised two feet (2') abo've the ground
water, ond 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 I
feet (25'), however a dwelling may be increased in height I
to thirty-five feet (35') provided the side and rear )'Grds .
ore increased on additionol one foot (1') for each I
one foot (1') the structure exceeds the first .
twenty-five feet (25') in height.
DetaD of Ground/ Storm
Water ftow pattern for
individual lots.
VB04.0022996
Lot # 61
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Plot Pion Legend
!:J!QM] Proposed Grodes
000.0 Existing Grodes
__ 000.0-- Contour Grade
* Approx. Loterol Locotion
- . - Sanitary Sewer Lines
- at' - Storm Sewer Lines
- 1,1 - Water Service Lines
- - - - - - - Sub-Surface Drain lines
. Manhole (Sunitcry l)T Storm)
. Beehive Inlet (Storm)
II1II Curb Inlet (Slorm)
D End Section (Storm)
..... Fire Hydront
- 000 - 000 - flow Llrle of swale
Building Line (BL / BSL)
- - - - - - - Easement line
Sanitary Sewer Casting Information
Upstream ~anh~e. Te= 916.10
Downstream Yonhole. TC= 915.90
per plan.
Note:
Sump pump(s) to be placed by
bu~der os needed.
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TYPICAl SWALE SECTION
:H:
IIL11
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Note:
Bu~der to ensure positive drainage
owoy from structure(s}.
Assumed North
Scale: I" = 30'
Note : The garage finished floor elevation
is 1.4' above the curb at the drive, per plan.
I' .
~131.92
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10' R.O.E.
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54.5'
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\913,0\
1914.11 57.00'
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10.0'
131.93'
15' R.O.E.
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C= 913.00
PER PLAN
74.93'
TC=915.90
PER PL\N
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.