HomeMy WebLinkAbout06040091 Site Plan
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eider
Tbe Schneider Corporation
8901 Olis AYenue
Historic Forl Harrison
Indianapolis. Indiana 48218-1037
317-026-7100
317-ll26-7200 fAX
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TYPICAL SWALE SEcnON
repared for:
tom Homes I"c.
containing 16,050 s.r.:I:, In
estclay
:lOO2
, 200400075938
Ide # 519
amBtan County
N, RJE
Ian Court (SO' R/YI)
46032
It<< 04/07/00 : By: J(J
tridians:
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revotion Information
l8.7 per plan .
0' = Garage FIT (899.7)
.0' = Residential FFE (900.7)
- 10.0', = Basement FFE (890.7)
ode side yard swore
n on, this pion. If builder
hieve '\ positive drainage awoy
sttucture. the engineer shon
luilder is not to deviate from
In this plan without the consent
~ Sr:bneider Corp. ond Brenwick Oev.
,os prepared
,alion taken
Its, subdivision
'owings ond
by client. It
lilityof the
erify site
to construction
Schneider
rick Development
,cies.." .._"
~ts from trucks
e cleaned at
'.doy.
I silt fence 10 be used
, keep mud off of
of storm sewers,
,Is
r
~wer
~rojn
'p 10 be
granular
in 10" of
op to be restored
:ondition prior
Englneerl"l
Sumyilll
LandllClI.pe Architecture
CIS .IJS
Geolol1
Nole:
The basement elevation, depicted hereon, has been determined
and based upon the pod grades ond/or contours token from the
construction pions for this subdivision. Unless stated, no
information about fluctuating water tables. soil conditions. or soil
Iypes has been provided or staled on said pions. It is
recommended that the bosement finished floor elevations be 01
leosl Iwo feel (2') above Ihe normal pool elevalion of any
adjoining bodies of water, unless 0 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.
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Pial Plan Legend
1000.01 Proposed Grades
000.0 Exisling Grades
__ 000.0-- Contour Grade
* Approx. lateral location
- . - Sanitary Sewer Unes
-11'- Storm Sewer lines
----'- v - Water Service lines
- - ,- - - - - Sub-Surface Drain lines
. Manhole (Sanitary or Storm)
.. Beehive Inlet (Slorm)
. III Curb Inlel (Storm) ,
D End Seclion (Slorm)
... Fire Hydronl .
_000 _000 -Flow line af'swale
- BuTIdingline (BL I BSL)
- - - - - - - Easement line
Oeloa of Ground
Woler now poUern.
Note: Sump pump(s) to be
placed by builder os needed.
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VB06.0050205
LOT# 818
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==Ji::!:5.==
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Assumed North
Scale: ," = 30'
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Note: Builder to ensure
'positive drainage away from
'slruclure(s).
Note: Sanitary Sewer
Top of Costing Information
Upslreom Manhole, TC= 894.20
Oownslreom Manhole, TC= 895.30
per plan.
Note: The garage finished floor elevation
is 5.8' above the curb at the drive. per
plan.
PLEASE NOTE THAT THE STRAIGHT LINE SlOPE
Of THE DRIVEWAY FROM THE GARAGE fiNISHED fLOOR
ELEVATION TO THE TOP OF THE CURB AT THE CENTER
or THE DRIVEWAY EXCEEDS 5~ AS PROPOSED. THIS SLOPE
IS BASED ON THE REOUIRED MINIMUM GARAG[ FINISHED
fLOOR ElEVATION AND THE EXISTING TOP or CURB ELEVA noN.
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EIIGlIIEERED rILlUt.\I1S
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EXISTING LAKE
N.P. ELEV.= 887.00
100 YR. ELEV.= 888.70
II suggested
II sanitary sewer
'aler line trench
'xcavoled oreas.
urs)
ies on plot pion
lions per plan
erified in lhe field.
I areas - Weslclay)
on lots 100' and larger
on less thon 100'
iO~
reos - Westcloy)
stories
50~
)wtl is per plans
s-buill elevation.
for the elevation
~ the primary finished
, Ihe top of basemen I
~asement finished floor
lhe client.
\
I, Dennis L Grumpp, duly licensed lend
Surveyor, Indiana , SoJOJ. do
hereby certify that in my opinion. if
the finished grades ore constructed
os shown, the Surface Drainage on
the sub ;ect lot. will be satisfactory
for Residential Construction.
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CHAIRBACK CURB
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