HomeMy WebLinkAbout07010145 Site Plan
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. Schneider
The Schneider Corporation
8901 ot.ia Avenue
Historic Fort Harrison
Indianapolia, Indiana 4<1216-1037
317-826-7100
317-826-7200 FAX
Enoin.......
SUneyiDg
Landacape Archit.oct.ure
GIS 'US
G.oIogy
Note.
This drawing is based on construction pions 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; failing to do so
results In the contractors assumption of all liability.
Note:
The basement elevation, depIcted her600, has been determined and
based on the pad grades and/or contours taken from the constructlon
pIons for this subdivision. Unless stated, no information about
fluctuating wot<< tables, soil conditions, or soil t)pcs has been
provided or stated on sold plans. This lot is located ne<lr 0 body of
woter. Lot or soil conditions may require that the basement floor
e1evotion be held 2 foot aboWi nOfTTlal pool elevation. Site investigation
may be needed If water is encountered during the excavation process
or if other known water elevation or sons conditions ore present.
Investigation and any remedial procedures is at the disaetion of the
builder to determine and toke appropriate steps of action. If any
ground water.ls_encountered during excavation the bullder Is
encouraged to contoct The Schneider Corporatioo to discuss possible
coursesofactlon.
I Plot Pion Legend
This Plot Plan Prepared For. R.H. of Indiana []Q[QJ Proposed Grodes
Lot # 963 , containing 8,966 S,F,:l:, 'n 000,0 Existing Grodes
VIllage of Westclay _ 000,0-- Contour Grode
* Approx. Lateral Location
Section # 6002 _ . _ Sonitory Sewer Unes
INSTR. # 200500080673 - IT - Storm Sewer Unes
PC 3, SlIDE 791 - y - Woter Service Unes
- - - - - - - Sub-Surface Drain Lines
HomDton County, Cloy Twp . Manhole (Sonitory or Storm)
Sec 19, TIBN, ROJE . Beehive Inlet (Storm)
2 83 B kl d St t (50'RfW) 11III Curb Inlet (Storm)
4 uc an ree D End Section (Storm)
Carmel, IN 46074 ..... Fire HjOront
Prepared Date: 01{:12/0T: By - AMA - . . . - . . . --Flow-Une of ,wale -
Proposed Bu'-'s". INVENTORY Building Une (BL / BSL)
r'" \ - - - - - - - Easement Line
Community Restrictions:
Side Yard = 5' MIN (ONE SIDE)
Rear Yard = N/A
Aggregate = 20~ LOT \I10lli, MIN.
Zoning = S1
Ground Cover Calculations:
Drive = 831 SF f
Public Wolk = 1,010 SFf
Privote Walk = 39 SFf
HjOroseeding =N/A SFf
Sod = 586 SYf, entire )'lrd.
Note: Sanitary Sewer
Top of Casting information
Upstream Manhole, TC= 903,57
Downstreom Manhole, TC= 904.35
per record drawing
5' ONE SIDE
Sidewalk to be placed ~~
flush with property line, ~
5.5' from bock of curb, i.: .:.:. >\-'.' s\.opt
per plan.
T'T'PICAL SWALE SEC"TlON
R.H, of Indiono
Finished Floor Elevation Information
IBM at face of curb=904.5
IBM at alley=903.4
All service laterals
crossing at curb
are stamped:
SA= Sanitary Sewer
SS= Subsurface Drain
w= Water
Proposed Grade at Swale=905.4, high side
Goroge FFE at weatherlip=908.4-2.54=905.86
Residential FFE=905.4+3.0=908,4
Basement FFE=908.4-1O.0=898.4
-
DRiveWAY SlOPE = 7.7~
Area of water top to be restored
to its' original condition prior
to construction.
Granular bock fill suggested
under driveway at sanitary sewer
lateral trench, water line trench
and any other excavated areas.
(If situotion occurs)
Location of utilities on plat plan
are general locations per plan
and should be verified in the field.
FLOOD HAZARD STATEMENT
CERTIFICA TION
Note: (secondary oreas -
Westcloy) Mox, height 35' on
lots 100' and larger (to eve line)
30' on less than 100' Mox.
coverage: 50%
Note: (primary areas -
Max. hei9ht: 30'
Build-up line: 2 stories
Max. coverage: 50%
Westclay)
1
~
D
=Ji;3,=
~
Assumed North
Scale. ,. = 30'
Vb07.0067070
Lot # 963
Note: The contractor is
to maintain a minimum
distance of ten feet (10')
between the sanitary
sewer and water line
laterals.
L
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=
.33'
6.0 _12.38'17.33
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D:s:-cr'-~I .
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1.33 1.7
8.
BUCKLAND STREET
2!rn'
8-8
(904.48)
DATE
TBM
ELEV=904.5
18.88'
,f
29.6
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This drawing is not inJn:d ~o~ bel represented os 0 re race ent or
original boundary survey, a route survey, or a Surveyor Location Report.
Pad elevation shown is per plans
and is not the as-built
elevation.
The information for the elevation
difference between the primary
finished floor elevation to the
top of basement wall and to
the basement finished floor was
provided by the client.
"
!<:.
7.0'
SCREEN
PORCH
~ I
Area of water tap to be
back filled with granular
material to within 10~ of
top of curb.
.. N
~ lliREE CAR
'" GARAGE
30.75'
a CONC.
0 DRI\;!
0
;,4' .... 32
SlR. , 127
TC=904,35
PER RECORD
ORA\I1NG
rr.....
.
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
,
r
Oetan of Ground/ Storm
Water flow pattern for
individual lots.
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1/[1
III \
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Note: Builder to enSlJre positive
drainage away from structure(s).
Note. Sump pump(s) to be
placed by bunder as needed.
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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 thirt)'-five feet (35') provided the
side and rear yards ore increased on additional
one foot (f) for each one foot (1') the
structure exceeds the first twenty-five feet
(25') in height.
~GNAlURE :
SIGNA lURE REPRESENTS CON8RMA]ON OF RECEIPT OF PLOT PLAN 8Y CUSTOMER.