HomeMy WebLinkAbout06030030 Site Plan
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,neider
The Schneider CorporD.tion
6901 Otis Avenue
Historic fort HarriJon
IndianapoU., Indian. 48216-1037
317-626-7100
317-626-7200 FI.X
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TYPICAL SWALE SECllC
1 Prepared for:
Custom Homes
133. containing 1 B,B9B SJ.:!:, In
,f Westclay
# 10002
nt # 200400075938
;, Slide # 519
'. HomUton County
TIBN, R3E
Ichley Road (50' R/W)
IN 46032
I Date: 02/20/06 : By. JKI
Restrictions:
= 5'
= 20'
= 15'
lor Elevation Information
= 894,2 per plan
+ 0.3' = Garage FFE (894,5)
+ 1.0' = Residential FFE (895.5)
FFE - 9.0't = Basement FFE (886.5)
o grade side yard swale
ihown on this plan. If builder
D achieve positive drainage away
sed structure, the _engineer sholl
~d. builder is not to deviate from
fin on this plan without the consent
! The Schneider Corp. and 8renwick Dev.
an wos prepared
lformation token
j plats, subdivision
"d drawings and
led by client. It
onsibility of the
to verify site
Jrior to construction
The Schneider
3renwick Development
repancies.
En&ln'oriq
SUM1lyIDg
Landscape Architecture
GIS 'US
Geology
Nate:
The basement elevation, depicted hereon. has been determined
and bosed upon the pad grades and/or contours taken from the
construction plans for this subdivision. Unless stated. no
information about fluctuating water tables. soil conditions. or soil
twes has been provided or stated on said plans. It is
recommended that the basement finished floor elevations be at
least two feet (2') above the normal pool elevation of any
adjoining bodies of woter, unless a study of focts reveals
otherwise. If during the excavation process ony ground water is
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.
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Plot Plan Legend
I 000.0 I Proposed Grades
000.0 Existing Grades
_000.0-- Contour Grade
* Approx. laterol location
- . - Sanitary Sewer lines
-a'- Storm Sewer Lines
- 1,1 - Water Service lines
- - - - - - - Sub- Surface Drain lines
. Manhole (Sanitary or Storm)
. Beehive Inlet (Stanm)
IIlI Curb Inlet (Storm)
D End Section (Storm)
..... Fire Hydrant
- 0 0 0 _ 0 0 0 - Flow Line of swole
Buildin9 Line (BL / BSL)
- - - - - - - Easement Line
Detail of Ground
Water flow pattem.
Nate: Sump pump(s) to be
placed by builder os needed.
VB06,0049382
LOT# 833
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Note; Builder to ensure
positive drainage away
structure(s).
Note: Sanitary Sewer
Top of Costing Information
Upstream Manhole, TC= 893.40
Downstream Manhole, TC= 893.10
per plan.
~
Assumed North
Scale: ,. = 3D'
Note; The garage finished floor elevation
is 2.0' above the curb at the drive, per
plan.
TC=893.40
PER PLAN
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streets from trucks
to be cleaned at
each day.
l and silt fence to be used
ed to keep mud off of
lout of storm sewers.
laterals
curb
,d:
Iry Sewer
rface Drain
ter tap to be
w'lth granular
within 10~ of
ter top to be restored
inal condition prior
:tion.
ICk fill suggested
way at sanitary sewer
ch, water line trench
her excavated areas.
I occurs)
utilities on plat plan
locations per plan
be verified in the field.
lndary areas - Westclay)
: 35' on lots 100' and larger
) 30' on less than 100'
ge: 50%
ary areas - Westclay)
30'
e: 2 stories
ge: 50%
)r\ shown is per plans
the os-built elevation.
tion for the elevation
etween the primary finished
an to the tap of basement
the basement finished floor
j by the clien\.
BLOCK "('
COMMONS
I. Dennis L. Grumpp, duly licensed Land
Surveyor. Indiana # 50303, do
hereby certify that in my opinion, if
the finished grades are constructed
as shown, the Surface Drainage on
the subject lot, will be satisfactory
for Residentiol Construction.
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