HomeMy WebLinkAbout06070005 Site Plan
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The ScImeider CorponUon
8lKn ou. Anmue
Hislor1c ,ort BarrIJon
In_. Indlmla 4a2lD-l037
317-828-7100
317-826-7200 FAX
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SuneJInc
LaDdacape Arcldtedure
GJ8.1lS
GeolOD
'lot Pion Prepared for:
strIdge Custom HornBB
ot, 165, containing 18.624 5.F.:I:, In
IU.AGE Of WESTClA Y
ectlon , 9001
IstrumBllt , 200500070087
.C. , 3, Slide , 751
lay Twp, HamDton County
EC.28, naN, RJE
3244 Frogmors Street (50' R/'II)
annsl, IN 46032
rspared Dots: 05/19/00 : By: J()
::Immunity Restrictions:
de Yard = 5'
"" Yard = 25' (3' for garages from alleys)
ggregate = 15'
"'ing = R2
>te : The garage finished floor elevation
2.5' above the elevation at the center
drive, per pion.
lte:
IUder is to grade side yard swole
grades shown on this pion. If builder
unable to achieve positive drainage away
)ffi proposed structure, the engineer sholl
contacted. bunder is not to deviate from
odes shown on this pion without the consent
both the The Schneider Corp. and Brenwick Dev.
nished FlOOf Elevation Information
ld Grode = 903.B per plan
ld Gr~de + 0.3' = Garage FFE (904.1)
ld Grode + 1.0' = Residence FFE (905.1)
lSidentia!;FFE - 9.0', = Basement FFE (B96.1)
Plot Plan legend
[]l!2Jj] Proposed Grades
000,0 Existing Grodes
__ 000.0-- Contour Grode
* Approx. lateral location
- . - Sanitary Sewer Lines
-1'1'- Storm Sewer lines
- IJ - Water Servlce Lines
- - - - - - - Sub-Surface Drain lines
. Manhole (Sanitary or Storm)
. Beehive Inlet (Storm)
11II Curb Inlet (Storm)
D End Section (Storm)
... Fire Hydrant
- 0 0 0 - 000 - Flow line of swale
Building Une (Bl / BSL)
- - - - - - - Easement Line
Note: Sanitary Sewer
Top of Casting Information
Upstream Manhole, TC= 903.70
Downstream Manhole, TC= 902.70
per plan.
NOTE:
CONTRACTOR TO MAINTAIN
A 10 FOOT SEPARA nON
BETWEEN THE SANITARY
LATERAL & WATER LATERAL
17,
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eo of water top to be restored
Its' original condition prior
construction.
anuler back fiU suggested
der driveway at sanitary sewer
:eral trench, water line trench
d any other excavated areas.
situation occurs)
cation of utilities on plot plan
~ general locations per plan
d should be verified in the field.
Ie: (secondary areas - Westday)
x. height: 35 on lots 100' and larger
, eve line) 30' on less than 100'
Ie. coverage: 50X
Ie: (primary areas - Westday)
x. height: 30'
ild-up line: 2 stories
x. coverage: 50~
d elevation shown is per plans
d is not the os-bunt elevation.
! Information for the elevation
ference between the primary finished
or elevation to the top of basement
II and to the basement finished floor
s provided by the dient.
~
~1J.6y/
<;J~,,/
..;. ~ I, Dennis L. Grumpp, duly licensee
S ~ Surveyor, Indiana II 50303. do
A~-+~@- hereby certify that In my opinion,
vc.~~" the finished grades are construct
~ as shown. the Surface Drainage (
the subject lot, will be satlsfacto
for Residential Construction.
~/
~/
X
All mud In streets from trucks
leaving lot to be cleaned at
the end of each day.
Straw bales and silt fence to be used
where needed to keep mud off of
streets and out of storm sewers.
AU service laterals
crossing at curb
are stamped:
SA= Sanitary Sewer
SS= Subsurface Drain
W= Water
Area of water top to be
bock fdled with granular
material to within 10. of
top of curb.
STR , 441
TC=902.70
PER PLAN
Note: .
The basement elevation, depleted hereon, has been determined ~
and based upon 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 TYPICAL SWALE SE(
twes has been provided or stated on said plans. It is
recommended that the basement finished floor elevations be at
least Iwa feet (2') above the normal pool ~evatlan of any
adpinlng bodies of water, unless a study of facts reveals DelaU of Craun!
otherwise. If during the excavation process any ground water is Water flow pattei'
witnessed, The Schneider Corporation should be notified
immediately. The basement elevation should be raised two feet
(2') above the ground water, and additional construction
techniques should be incorporated to alleviate future problems.
Note: Sump pump(s) to be
placed by builder os needed.
LOT# 165
VB06.0054412
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This plot plan was prepared
based on information taken
from record plots, subdivision
plans. record drawings and
plans provided by client. It
is the responsibility of the
contractor to verify site
conditions prior to construction
and notify The Schneider
corp. and Brenwick Development
of any discrepancies.
~
Note: Builder to ens
positive drainage OWl
struclure{s).
~
Assumed North
Scale: I" = 3D'
PLEASE NOTE lliA T lliE STRAIGHT UNE SLOPE
OF THE DRIVEWAY FROM lliE GARAGE FINISHED flOOR
ElEVATION TO lliE TOP OF lliE CURB AT lliE CENTER
OF lliE DRIVEWAY EXCEEDS S~ AS PROPOSED. llilS SLOPE
IS BASED ON lliE REQUIRED MINIMUM GARAGE FINISHED
flOOR ElEVATION AND lliE EXISTING TOP OF CURB ElEVATION,
S
T
P
54.00'
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