HomeMy WebLinkAbout06060146 Site Plan
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Schneider
Note:
This drawing is based an construction plans or record drawings,
and is not based upon a 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 ali liability.
Note:
Plot Pion legend The basement elevation, depicted hereon, has been determined
[2QM] Proposed Grades and based upon the pad grades and/or contours token from the
000.0 Existing Grades construction plans for this subdivision. Unless stated, no
______ 000.0- Contour Grade information about fluctuating water tables, sail conditions, or sail
* Approx. Lateral Location types has been provided or stated on said pions. It is
- . - Sanitary Sewer Lines recommended that the basement finished floor elevations be at
- BT - Storm Sew~r Li~es least tv/a feet (2') above the normal pool elevotion of any
- IJ - Water SerVIce Lln,es . odpining bodies of water, unless 0 study of facts reveals
- - - .- - - - Sub-Surface .oroln Lines otherwise. If during the excavation process any ground water is
Manhole (Sanitary or Storm) witnessed The Schneider Corporation should be notified
II Beehive inlet (Storm) . .' . .
11III Curb Inlet (Storm) Immediately. The basement elevotlon should be raISed two feet
D End Section (Storm) (2') above the ground water, and additional construction
... Fire Hydrant techniques should be incorporated to alle~ote future problems.
- 0 0 0 - 0 0 0 - Flow Line of swale
Tbe Sc1melder CorponlUon
8901 aU! Avenue
Historic fort. Harrison
Indianapolis, Indiana 48216-1037
3t7-8211-71oo
317-828-7200 FAX
Engineering
3urveyiDg
Lanucape Archilecture
GIS .IJS
GtIo1ogy
Flood Hazard Statement: The accuracy of any flood hazard data shown on
this plot pion is sub jeet to mop scole uncertainty and to any other
uncertainty in locotion or elevation on the referenced flood insurance rate
mote (FIRM). None of the within described land lies within that special flood
hazard zone "A", os said land plots by scale on Community Map Panel #
18057C 0026 F of the flood insurance rate mops (FIRM) for the city of
Carmel, Hamilton County, Indiana, Dated February 19, 20DJ
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This Plot Plan Prepared For:
Trinity/Beazer Homes
Lot # 15 , containing 6,250 S.F.f, in
Yorktown Woods
Section # 1
Instrument # 200600017282
C.O.C. # 200600023419
P.C. # 4, Slide # 48
Hamilton County, Clay Township
Section 19, Township 18 N, Range 4 EAST
2612 Millgate Court (50' R/W)
Carmel, IN 46074
Prepared Date: 06-06-06 : By. MBK
Community Restrictions:
Side Yard = 6' (BH)
Rear Yard = 20'
Zonin9 = ROSO III
Finished Floor Elevation Information
Pad Grade = 832.6 per plan
Pod Grode + 0.33' = Garage FFE (832.93)
Garage FFE + 1.04' = Residential FFE (833.97)
Residential FFE - 9.0 ' = Basement FFE (824.97)
Note: The garage finished floor elevation
is 1.5' above the curb at the drive, per
plan.
Ground Cover Calculations:
Drive = 885 SF f
Public Walk = 218 SF f
Privote Walk = 12 SF f
Rear Yard = 1,773 SFf
Sod = 192 Sri , from rear of home.
NOTE:
IN THE RESIDENTIAL DISTRICTS L1MI1lNG
HEIGHT TO TWENTY-FIVE (2S) FEET. A
DWELLING MAYBE INCREASED IN HEIGHT
TO THIRTY-FIVE (3S) FEET PROVIDED
THE SlOE AND REAR YAROS ARE
INCREASEO AN ADOl1l0NAL FOOT FOR
EACH FOOT SUCH STRUCTURE EXCEEDS
TWENTY-FIVE (2S) FEET IN HEIGHT.
PER CARMEL ZONING ORDINANCE 26.1.1.
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T'fPICAL SWALE SECTION
FLOOD HAZARD STATEMENT
CERTIFICATION
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Note: Sanitary Sewer
Top of Casting Information
Upstream Manhole, TC= 832.00
Downstream Manhole, TC= 832.S0
Per Plan
LOT # 15
VB # 06.0055565
Note: The contractor is to maintain
o minimum distance of ten feet (10')
between the sanitary sewer and
water line laterals,
Note: Sump pump(s) to be
placed by builder as needed.
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Note: Builder to ensure
positive drainage away
from structure(s).
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Assumed North
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SCALE 1" = 30'
--
oJ'/-'"
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REVISION # 1
ADD BRICK SIDES & REAR
VB#06.0055905
06-12-06 MBK
PLEASE NOTE THAT THE STRAIGHT UNE SLOPE
OF THE ORIVEWA Y FROM THE GARAGE RNISHED FLOOR
ELEVATION TO THE TOP OF THE CURB AT THE CENTER
OF THE DRIVEWAY EXCEEOS 5X AS PROPOSED. THIS SlOPE
IS BASEO ON THE REQUiRED MINIMUM GARAGE RNISHED
FLOOR ELEVATION AND THE EXISTING TOP OF CUR8 ELEVATION.