HomeMy WebLinkAbout07070076 Site Plan
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Schneider
The Schneider CorporaUon
8901 Otis Avenue
Hlnoric rort Ban1aon
lDdlanapollJ, Indlana la216-1037
311-626-7100
311-626-7200 FAX
EDiln..r\ni
SurY'1InI
LandJcape Architecture
GIS .UJl
GeoIOC'
I
Note: I
This drawing is bosed on construction plans or Irecord
drawings, and is not bosed upon a field survey.\ The
Schneider Corporation does not warrant the occ;urocy or
sufficiency of this information. Contractors should verify
existing conditions prior to any construction. Any
discreponcy found on this drowing should be reported to
The Schneider Corporation immediately; foiling to do so
results in the contractors assumption of all liability.
Plot Pion Legend
This Plot Plan Prepared For: R.H. of Indiana [jjQQ]] Proposed Grades
Lot # 982 , containing 8,506 SJ.:!:, in 000.0 Existing Grades
VIllage of Westclay _000.0- Conlour Grode .
Sectlon I 6002 * App~ox. Loterol Location
- . - SOnltary Sewer Lmes
IHSlR. I 200500080673 -If - Storm Sewer lines
PC 3 SUDE 791 - " - Water Ser~ce lines
. t - - - - - - - Sub-Surface Drain Lines
HomDtOll Coun:y. Clay Twp . Manhole (Sanitary or Storm)
See 19. TIaN. ROJE . Beehive Inlet (Storm)
2520 Woodley Street (45'R ^'^ II1II Curb Inle~ (Storm)
1"1 D End Section (Storm)
Carmel, IN 46074 ... Fire Hj<lront
Prepared Date: 06/28/07: By: AMA - . .. - 00. - Flow Line .of swole
Proposed Bu,-I ). P I & - BuUdlng Line (BL / BSL)
Jll"\S' au _ _ _ _ _ _ _ Easement Une
Cher~ Leamon
Community Restrictions:
Side Yard = S' MIN (ONE SIDE)
Rear Yard = N/A
Aggregate = 20% LOT 'MOTH, MIN. S' ONE ~OE
Zoning = 51
Ground Cover Calculations:
Drive = 810 SF!
Public Walk = 1,002 SF!
Privote Walk = 42 SF!
Hj<lroseeding =N/A SF!
Sod = 594 SY!, entire yard.
Note: Sanitary Sewer
Top of Costing Information
Upstream Manhole, TC= 907.54
Downstream Manhole, TC= 905.86
per record drawing
R.H. of Indiana
Finished Floor Elevation Information
TBM at foce of curb=904.4
TBM at 0Iley=906.5
Proposed Grode at Swole=905.9, high side
Garage FFE at weotherlip=g08.9-2.54=906.36
Residential FFE=905.9+3.0=908.9
Basement FFE=908.9-1O.0=898.9
STR.'I38
TC=907.S.
PER RECORO
ORA \\1NG
Note: (secondary areas -
Wesleloy) Max. height: 35' on
lots 100' and larger (to eve line)
30' on less than 100' Max.
coverage: 50X
Note: (primary areas - Westeloy)
Max. height: 30'
Build-up line: 2 stories
~OX. coverage: 50~
Area of water tap to be restored
to its' original condition prior to
construction.
FLOOO HAZARD STATEMENT
CERTlFICA TlON
Granular bock fill suggested
under driveway at sanitory
sewer lateral trench, water line
trench and any other excavated
areas. (If situation occurs)
Location of utilities on plat plan
ore general locations per plan and
should be verified in the field.
All service laterals
crossing at curb are
stamped:
SA= Sanitary Sewer
SS= Subsurface Drain
W= Water
Pad elevation shown is per plans
and is not the as-built
elevation.
06.95
37.2
131.2'
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Assumed North
Scale : r = 30'
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ELEY=906.S
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je
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N
32.75
THREE CAR
GARAGE
BASEMENT NOTE
The basement elevation, depicted hereon, has been
determined ond bosed on the pod grades and/or contours
taken from the construction plans for this subdivision.
Unless stated, no information about fluctuating water
tables, soil conditions, or soil types has been provided or
stated on said plans. This lot is located neor 0 body of
water. Lot or soil conditions may requIre that the
bosement floor elevation be held two feet (2'-0") above
normal pool elevation. Site investigation may be needed if
water is encountered during the excavotiOll process or jf
other known water elevation or soils conditions are
present. Investigation and any remedial procedures ore at
the discretion of the builder to determine and toke
appropriate steps of action. If any ground water is
encountered during the excavation the builder is
encouraged to contact The Schneider Corporation to
discuss possible courses of action.
Note: Sump pump(s) to be
placed by builder os needed.
Vb07.0076279
Lot # 982
SIR.' 109
TC.90S.88
PER RECORO
ORA \\1NG
60.00
2' AllEY ESMT
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Q) . .33' 28.29
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This drawing is not )tended t~ b: represented os 0
retracement or original boundary survey, a route survey,
or a Suveryor 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.
Note:
The contractor is to maIntain a minimum
distance of ten feet (10') between the
sonitary sewer and woter line laterols.
. ~I ~E
~
T'l'PICAL SWALE SECTlON
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.
Area of water top to be
bock filled with granular
material to within lO-
af top of curb.
-'-
Note: Bunder to ensure
positive drainage away from
slructure(s).
Sidewalk to be ploced
flush from property line,
5.5' from bock of curb,
per plan.
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RB 25.0' C904.43) ElEVu90U
B-B WOODLEY STREET
1
903.68
PER RECORD
ORA\\1NG
~ (90435)<
PER RECORD ';e.
"'NG as-
CHAlRBACK
~GNA lURE REPRESENTS CONRR~A ~ON OF RECEIPT OF PlOT PLAN BY CUSTONER.
OAl[:
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Note: Per Carmel zoning ordinance 26.1.1 : The
residential district limits height to twenty-five'
feet (25'), however 0 dwelling may be increos~d
in height to thirty-five feet (35') pro~ded the
side ond reor )tIrds ore increosed on additional
OIle foot (1') for each one foot (I') the
structure exceeds the first twenty-five feet
(2S') in height.
~GNA lURE :