HomeMy WebLinkAbout06120105 Site Plan
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The Schneider Corporation
8901 OUI .benue
B!st.oric Fort Harrison
lndJlI.Dllpolil. Indiana 46216-1037
317-626-7100
317-826-7200 fAl
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Land8cape Architecture
GIS 'US
GeolO(}'
This Plot PI<r1 Prepared For: R.H. of Indiana
Lot # 970 , containing 6,250 S.F.:!:, in
Vllage of Westdoy
SeetJ<r1 I 6002
INSlR. I 200500080673
PC 3. SUDE 791
Hcrnnt<r1 County. Oay Twp
See 19. TIaN. R03E
12695 Vanderhorst-Street (50'R/W)
Carmel, IN 46074
Prepared Date: 12/13/06 : By: AMA
Proposed Buyer(s): Scott A &
L}11n G Smith
Community Restrictions:
Side Yard = 5' MIN (ONE SIDE)
Rear Yard = N/A
Aggregate = 20% LOT 'MOTH. MIN.
Zoning = Sl
Ground Cover Calculations:
Drive = 634 Sf t
Public Walk = 250 Sf t
Private Walk = 39 SF:t
H}<Jraseeding = N/ A Sf t
Sod = 331 SYt, entire yord.
Plot Plan legend
[]OO]J Proposed Grades
000.0 Existing Grades
_ 000.0- Contour Grode
* Approx. Lateral location
- . - Sanitary Sewer Lines
- aT - Storm Sewer Lines
- \,/ - Water Service Lines
- - - - - - - Sub-Surface Drain Lines
. Manhole (Sanitary or Storm)
. Beehive Inlet (Storm)
IIlI Curb Inlet (Storm)
D End Section (Storm)
..... Fire Hydrant
- 0 0 0 - 0 0 0 - Flow Une of swole
- Building Une (BL / BSL)
- - - - - - - Easement Line
Note: Sanitary Sewer
Top of Costing Information
Upstream Manhole, TC= 905.42
Downstream Manhole, Te= 905.97
per record drawing
Sidewalk to be placed
flush with property line,
5.5' from bock of curb,
per plan.
Note:
The contractor is to maintain 0 minimum
dIstance of ten feet (10') between the
sanitary sewer and water line laterals.
29.0'
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5' ONE ~DE
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T'l'PICAL SW"L( SECTlON
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FLOOD HAZARD STATEMENT
CERTlFICA TlON
J4.38'
.. '
906.7
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, ( 50303 ' !
% . STATE OF gg
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This drawing is not intended to be represented as 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 AE as said land plots by scale on flood insurance rate map #1800810205 F for the City of
Carmel, Indiana dated February 19,2003.
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rt;'5:25'i:;:J:li. ~'"
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i::: 15.25 t;
7.0'
SGNA lURE ;
34. '
125.00'
R.H, of Indiana
Finished floor Elevation Information
TBM at face of curt=905.0
IBM at alley=905.9
Proposed Grade at Swale=906.7, high side
Garage m: at .eotherlip=909.7-2.54=907.16
Residentiol ffE=906. 7+3.0=909. 7
DRllo[WAY SlOPE = 5.1%
Area of water tap to be restored
to its' original condition prior
to construction.
Note:
This drowing 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 Corporotion immediately; foiling to do so
results in the contractors assumption of all liability.
Note:
The basement elevation, depicted hereon, has been determined and
bosed on the pad grades and/or contours token from the construction
plonslorthlsSlJbdivision.Unlessstoted,nolntorrnotialabout
ftuctuatlng water tOOles. so~ conditions. or soli twes has betn provided
or stated on saId plans. This lot Is located ne(J'" 0 body of water. lot
or son conditions may require that the basement ftoor elevation be
held 2 foot above normal pool elevation. Site inyest]gatloo may be
needed II water is encountered dumg the excavation process or II
other knawn water elevation or sois conditions ore present.
Investigation and any remedial procedures Is at the discretiiil of tlle
bulder to determine and toke appropriate .tepa of actIon, If ony
ground water Is encounter~ during excavoUon the bulder Is
encouraged to contact The Schneider Corporotial to discuss possible
courses of action.
Vb06.0065813
Lot # 970
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Detar of Ground/ Storm
Woter flow pattern fOf
Indl\1duallots.
Lf[]
-M-
-~-
- - - -
~
Note: Builder to ensure positive
drainage owoy from structure(s).
Note: Sump pump(s) to be
placed by bu~der as needed.
Assumed North
Scale : 1~ = 30'
SlR.1136
lC=9a5.'2
PER RECORD
DRAWING
~
I"
8
~~
30.4
24.4'
SlR.l133
lC=905.97
PER RECORD
ORA'MNG
Note: (secondary areas -
Westclay) Mo,. height: 35' on
lots 100' and larger (to eve line)
30' on less than 100' Max.
coverage: 50%
Note: (primary areas - West clay)
Max. height: 30'
Build-up line: 2 stories
Max. coverage: sore
Pod elevation shown is per plans
and is not the os-built
elevation.
Location of utilities on plot plan
ore general lacatians per plan
and should be verified in the field.
Granular bock fill suggested
under driveway at sanitary sewer
laterol trench, water line trench
and any other excavated areas.
(If situation occurs)
All service laterals
crossing at curt
ore stomped:
SA= Sanitary Sewer
55= Subsurface Drain
w= Water
DAlE;
SGNAlURE REPRESENTS CON8R"ATION OF RECEIPT DF PLOT PLAN BY CtJSTOjER.
The information for the elevation
difference between the primary
finished floor elevation ta the
top of basement wall and to
the basement finished floor was
provided by the client.
Area of water top to be
bock filled with granular
material to within 10~ af
Note: Per Carmel zoning Ofdlnance 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 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.