HomeMy WebLinkAbout06070096 Site Plan
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The Sclme1der CorponUOD
8901 ou. A:Jenue
Historlo Fort HarrIJon
JodIaDapolIJ. indiana 411216-1037
317-828-7100
317-826-7200 PAX
1o&In_
Sum,ma
LlmdJcopf Arobltec\1D't
GIS 'US
Geololl'
Plan Prepared for:
dge Custom Homes
, 163, containing 15,832 s'r.:l:, In
Ie of Westclay
Ion , 10012
ument , 200500070088
, 3, Slide 1752
Twp, HomOton County
28, T18N, RJE
is Brood Street (90' R/W)
lei, IN 46032
ared Dote: 07/17/06 : By. J(J
lunity Restrictions:
Yard = 5'
Yard = 25' (3' far garages from alleys)
'gate = 15'
9 = R2
: The garoge finished floor elevation
~. above the elevation at the center
ive, per pion.
ud In streets from trucks
9 lot to be cleaned at the
,I each day.
I boles and sUt fence to be used
, needed to keep mud off 01
is and out of slorm sewers.
!rvlce laterals
log at curb ore
ped:
Sanitary Sewer
Subsurface Drain
Valer
of water tap to be
filled with granular
riol to within 10.
op of curb.
of woter top to be restored
s' original condition prior to
lructlon.
uiar back fill suggested
r drivewoy ot sanitary
r lateral trench, water line
:h and any other excavoled
,. (II situation occurs)
lion of utilities on plat pian
~enerol locations per plan and
Id be verified In the field.
: (secondary oreos - Westcloy)
height: 35' on lots 100' and larger
lYe line) 30' 00 less than 100' Max.
rage: 50%
: (primary areas - Weslclay)
height: 30' Build-up line: 2
es Max. coverage: 50X
eievatioo shown is per plans
i, not the os-built elevation.
information for the elevation
rence between the primary finished
elevation to the top of basement
and to the basement finished
wos provided by the client.
Plot PIon leqend
I]2Q;Q] Prapo,ed Grade,
000.0 Existing Grades
__ 000.0-- Contour Grode
* Approx. lateral location
- . - Sanitary Sewer Lines
-" - Storm Sewer Lines
- IJ - Water Service Lines
- - - - - - - Sub-Surface Drain lines
. Manhole (Sanitary or Slorm)
. Beehive Inlet (Storm)
III Curb Inlet (Storm)
D End Sectioo (Storm)
... Fire Hjdrant
- """ _ D" D _ Flow LIne of swole
- - Building Une (BL / BSL)
- - - - - - - Easement Line
Note: Sanitary Sewer
Top of Costing Information
Upstream Manhole. TC= 903.30
Downstream Manhole, Te:: 901.50
per pian.
Nole:
Contractor to molntaln 0 10 foot
separation belween the Sanitary
Lateral'" Water Lateral.
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 Residential Construction.
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i ~( 50303 )~i
~ .... STATE OF.... ~
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o '" ,.' ,~:s:-
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O'-lf-rl
Nole:
The basement elevation. depicted hereon. has been determined
and based 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 son
types has been provided or stoted on said pions. It Is
recommended that the basement finished floor elevations be at
least lwo feet (2') above the normal pool eie",tion of any
adjoining bodies of water. unless a study of facts reveals
otherwise. If during the excavation process any 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.
Note: Sump pump(s) to be
placed by builder a, needed.
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, 0
. .:..
TYPICAl SWALE SECllOf1
Detail of Ground
Water flow pattern.
I I
IUI
I I \ I
LOT# 163
PO# 00721073
VB06,0058203
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Note: Bunder to ensure
positive drainage away fl
structure(s).
Note: I
Builder is to grade side yard swele to grades shown
on this plan. If builder is unable to achieve positive
drainage away from proposed structure, the engineer
sholl be contacted. builder is not to' deviate from
grades shown on this plen without the consent of
bath the The Schneider Corp. and Brenwick Dev.
This plot plan was prepared based on information token
from record plats. subdivision plans. record drawings
and plans provided by client. It is the responsibHity of
the contractor to verify site conditions prior to
construction and notify The Schneider corp. and
Brenwick Development of any discrepancies.
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Assumed North
Scale: 1" = 30'
/
Finished Floor Elevation Information
Pad Grade = 904.5 per pian
Pad Grade + 0.3' = Gorage m (904.B)
Pad Grade + 1.0' = Residence FFE (905.B)
Residential m - 9.0'! = Basement FFE (B96.B)
,
,- .
PLIASE NOlE mAT mE STRAIGHT UNE SLOPE
OF mE DRI~WA y mOM mE GARAGE FlNISHEO flOOR
ELEVATION TO mE TOP Of THE CURB AT mE CENlER
OF mE DRI~WA Y EXCEEDS 5% AS PROPOSED. mls SLOPE
IS BASEO ON mE REQUIRED MINIMUM GARAGE FINISHED
flOOR ELEVATION ANO mE EXISTING TOP OF CURB ElIVATlON.
This drawing is not intended to be represented as a retracement or
original boundary survey, 0 route survey, or 0 Surveyor Location Report.