HomeMy WebLinkAbout07030133 Receipts/Permits
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Schneider
The Schneider Corporation
8901 0Us Avenue
Historic Fort Banison
lndian4palla, 1ndian4 46216-1037
317-626-7100
317-826-7200 FAX
liDglneerlng
Surv'ying
Landacape ArclUteclure
GIS 'US
Geology
,.Jhis Plot Plan Prepared For: R.H. of Indiana
"''{tot # 153 , containing 8,633 SJ.:t, in
'Stanford Park
T',':sectlan I 2A
i r:. .INSlR. I 200600014565
.<:)PC 4. Slide 42
aay T wp. HamDtan County
'~ 29, TIaN, R3E
. ,,3363 Modesto Lane
~Carmel. IN 46074
;'Prepared Date: 03/10/07: By. AMA
-'Proposed Bu)'lll(s): Shown Christopher &
Shannon Leigh Hitchcock
(50'R/W)
....Community Restrictions:
Side Yard =3' min.
Rear Yard = N!A
Aggregate = 6 (B.H.)
, ' _ ."lR:H. of Indiana
f';j'r:~f!~ished Floor Elevotion Information
',pad Grode = 916.5 per plan
;".,:;I'ad Grode + 0.7' = Garage FFE (917.2)
.. "'Gdrage FFE + 1.5' = Residential m (918.7)
IiResidential m - 9.0' = Basement FFE (909.7)
sm.' 73,r- - . -
~~9~~0 52.48'
5.9
c
sm. , 729
TC=915.26
PER PLAN
..
Plot Plan Legend
[]QMJ Proposed Grades
000.0 Existing Grades
__000.0-- Contour Grode
* Approx. Lateral Location
- . - Sanitary Sewer Lines
-IT - Storm Sewer Lines
- IJ - Water Service Lines
- - - - - - - Sub-Surface Drain Lines
. Manhole (Sanitary or Storm)
. Beehive Inlet (Storm)
Il!i Curl> Inlet (Storm)
D End Section (Storm)
... Fire Hj<lrant
- 0 0 0 - 0 0 0 - Flow Line of swele
Building Line (BL / BSL)
- - - - - - - Easement Une
Note: Sanitary Sewer
Top of Casting Information
Upstream Manhole, TC= 917.30
Downstream Manhole, TC= 915.26
per plan.
Note:
The contractor is to maintain a minimum
distance of ten feet (10') between the
sanitary sewer and water line laterals.
Nate : The garage finished floor elevation
is 1.1' above the curb ot the drive, per pion.
~
CURB
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HANDlC)
RAMP 1
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MODESTO LANE
'"
5' WAlK
I]jill
52.99'
j' G.B.L.
2.5' B.L.
C'! 6,5'
0;
'0 ill
~ ill
N
SlIRUNG C
fRU&USY
R[~OENCE
E.
1914.7 I
36.0'
26.0'
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CONC. !~
ORIVE
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20' I
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oi '" B
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36.0' ~
26.0'
30.0'
B-B
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THREE CAR
GARAGE
1916.2 I
.'This drawing is not intended to be represented os 0 retracement or
'original boundary survey, 0 route survey, or a Surveyor Location Report.
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 A as said land plots by scale on flood insurance rate map # 18057 0205F for City of Carmel,
Indiana (maps dated February 19, 2003).
Nate:
This drawing is based on construction plans or
record drawings, and is not based 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 all liability.
Note:
The basement elevation, 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,
soil conditions, or soil t)pes has been provided or stated on
sold plans. This lot Is located near 0 body of woter. lot or
soH conditions may require that the basement floor elevation
be held 2 foot above normol pool elevation. Site
investigation may be needed If water is encountered during
the excavation process or if other known water elevation or
salls conditions ore present Investigotion and any remedial
procedures is at the discretloo of the builder to determine
and toke appropriate steps of action, If ooy ground water is
encountered during excavation the buHder is encouraged to
contact The Schneider Corporation to discuss possible
courses of action.
Note:
Sump pump(s) to he placed by
builder os needed,
Detail of Ground/ Storm
Water flow pattern for
indiYiduallots.
Lot # 153
Vb07.0069782
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Note: Builder to ensure
positive drainage away
from structure(s). Assumed North
~~ Scale:'-=3D'
b
'f.., ~., s\..~E
TYPICAL SWALE SECTION
Ground Cover Calculations:
Drive = 750 SFi
Public Walk =920 SFi
Privote Walk = 161 SFi
Hj<lroseedlng =2,725 SFi
Sad = 455 Sri, from
Rear of residence.
Optional Sad Package
Hj<lraseeding =1,099 SFi
Add!. Sad Pkg.= 181 SYi, to
Rear easement.
Sidewalk to be placed
l' from property line,
4' from bock of curb,
per plan,
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') pra~ded the side
and rear yards ore increased an additional one
foot (1') for each one foot (1') the structure
exceeds the first twenty-five feet (25') in height.
FLOOD HAZARD STATEMENT
CERTlFICA TlON
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~GNA lURE :
DATE:
..:;;.:: ~GNAlURE REPRESENTS CONRRMA]ON OF RECEIPT OF PLOT PLAN BY CUSTOUER.