HomeMy WebLinkAbout06100136 Site Plan
dLII.,JU, TO F.STABLUIH
o .-.I;D OR ~IAI"TMN INLh7
Assumed North r;EDL\{loNT PROTlicnO~
Finished Floor Ele",tioo Informotion ...~ Stole:" = 30' ./
-POO (;roOe = 902.9 per plon_L9DI"':"I ~/
Pu' e;,d. T 6.S' = Garoge FFE (9)l6.4). ~of' g9S <.L
Pod C<od. I loa' . Residence FFE j.P6(4) BM - _. . I .
.+l.....:d..."l;(jl rrr ,19.Q'.1 (9' i'lull 11~;9N) T~)P ~~~ ~~:r J!:
Bosement FFE~) S'/fS.'/ AT L l. r ...
~
MILBOX TO BE
SUBDIVISION
~ESTRICTIONS
BUILDER MUST COMPLY WITH ALL
ORDINANCES GOVERNING SITE EROSION
& SEDIMENT CONTROL
~
eider
'epared for:
IIlkms Ine.
contailng 17,912 SJ.:I:, n
IlStday
003
, 2006000OO421
Ide I 800
crnlton County
N, RJE
.. Street (SO' R/W)
16032
rte: rYajOOjOO : By: J(f
The Schneider Corporation
8901 OUs Annue
HlsLone Fort Harr\!IOn
Indianapolis. Indiana 48218-1037
311-828.7100
317-~-7200 rAX
ElIIineerina
SUmylna
LentbcapeAn:blledure
CIS .us
CeolOO'
Plot Pion leQend
~ Proposed Grodes
000.0 Existing Grodes
__ 000.0-- Contour Grode
* Approx. Lateral location
- . - Sanitary Sewer lines
-11'- Storm Sewer lines
- '\I - Water Service lines
- - - - - - - Sub-Surface Drain lines
. Manhole (Sanitary or Storm)
. Beehive Inlet (Storm)
IIID Curb Inlet (Storm)
D End Section (Storm)
.... Fire Hydront
- 0 0 0 _ 0 . 0 - flow Line 01 swole
- Building line (Bl / BSl)
- - - - - - - Easement Line
rtf-ctions:
5'
5'
\
ode side )'J"d swale
n on this plan. If builder
hieve posilive drainage away
structure. the engineer sholl
)uilder is nol to deviate from
In this pIon without the consent
e Schneider Corp. and 8renwick Dev.
BUILDER TO INS'/ALI,
SILT FENCE OR
APPROVED EQUAl.
Pros prepared
notion token
Its, subdivision
rawings and
by client. It
b~ity 01 the
rerify site
, to construction
Schneider
wick Development
I!lCieS.--- --
BUILDER TO UTIl.1ZE
TBM'S AT TOP OF CURB
TO ESTABI.ISU LOT AND
STRUCfURE ELEVATIONS
~ts from trucks
>e cleaned 01
'It sat fence to be used
to keep mud off of
I of storm sewers.
rals
'b
)ewer
e Orain
lop to be restored
tondilian prior
I.
fill suggested
at sanitary sewer
water line trench
excavated areas.
:curs)
IHies on plot plan
olions per plan
verified in the field.
BUILDER TO INSTAI.I.
"1orees - Weslcloy) . SILT FENCE OR
\ on lols 100' and 10rg;!J'PROVED EQUAl.
O' on less thon 100'
SOX
~eos - Westcloy)
0'
2 stories
. SOX
Builder toconlact t1 ~~':QS al Brenwick
574-3400 to coordinate thehousemallbox and
yard Ilghtlnsllillation. PleS8e C8II.2 ~. prior
to InstallatiOn dale.
Note: .
The basemenl elevation. depicted hereon, hm been determin and
based on the pod grodes and/or contours token fram the
construclion pions lor this subcfroision. Unless stoted. no infarmotion
about fluctuating water tobles. soi conditions. or soa t)?es has
been provided or slated on said plans. This lot is located near a
body of water. Lot or saa conditions may require thot the
basement floor elevation be held 2 foot above normal pool
elevation. Sile investigation ~oy be needed if water is encounlered
during the excavation process or if other known woler elevation or
sails conditions are present. Investigation and any remediol
procedures is 01 the discretion of the bu~der to determine and
toke appropriate steps of action. 11 any ground water is
encountered during excavation the builder is encouraged 10 contact
The Schneider Corporation to discuss possible courses 01 action.
Note: Sump pump(s) to be
placed by builder os needed.
a~
S ~cl.!j2~~
~L.ev~T+
,;
o
~
,.,
4" de
TYPICAL SWALE SECTION
Note: 8uilder to ensure
positive drainage away lrom
slrucl".(,) ~
-- \
l.IFPG ~ MINi:\lU~;
fLOOD
I'ROTECTIOIol
WiADll
LOT# 33
VB06.0060761
o
~
=li:3.=
=- ~S:9
I
BUILDER AND IiOMEOWJ'olER ARE 'f0
NOTE: ASSUME Al.1. L1AllIl.ll Y ASSOClI\:fED
CONTRACTOR TO M '~ TilE COr<STill.cr:o:,<of' FINISHEr
~E~~~H~E~~~ T~RY flOOR r:IJ~Vl\TIO;"';S BELOW THE
LATERAL &: WAlE LA'iFt:JtllIMUM F\.onn l'R()'!1::CnON GRAD1~
I
GUILDER TO Cl.EAN
MUD FROM STREETS
.~N D Al.LEYS AT HIE
END OF EACII DAYS
CONSTRlICTION ACTIVITY
IJUILlJER '1'0 ENSURE
~EDIMENT /\ND OR
eROSION DOES NOT
l:EAVE THE LOT
i
1 . .
BUlLOOR SHAl.L NOT
ALTEI1. E1.EVATION
OF ADJOINER~ LOT
",'--
BUILDER TO j/'oOsrM,1
SILT FENCE OR .
APPROVED EQUAl. .
BUiLD6R SHALi
ALTER EI.EVAl
OF ADJOINER5
J, Dennis L. Crumpp, duly licensed Land
Surveyor. Indiana' 50303. da
hereby certify that in my apinion. if
the finished grades ore constructed
os shown, the Surface Drainage o~.
the subject lot, will be satisfactory C)
for Residential Construction.
. '"
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~ ~':J . CiPh ~
~.:",..'"' """",......'r(/I'~ '
~<..~ """Q\STt}?'.. ",~ ~ ,,_
I"""~/~<- NOi ~"......('\~Q~
= . 50303 ' =?}..
l~~~~;.~ S~f~J~~~~~ , \,. STATE OF / I f' /
WtTHI~2';El:':'Of1.oTI.INf. ~.<!"~",,",'A,_.,,,,"'.""~<:L.ff /
shown is per plans
as-buijl elevation.
BUILDEI{ TO INSTALL A ~~
TEMPORARY CONSTRUCTION
ENTRM;CE PRIOR TO ANY r;: ~
EARTH DISTliRU,I.NCE ACfIVUY
1 for the elevation
leen the primary finished
ta the tap of basement
~ basement finished noor
IY the client.
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This drawing is not intended to be represented os 0 retracement !
original boundary survey. 0 route survey. or a Surveyor Location Re
Iiltact P~J:S(,. at 8Ienwk:k
cocirdlt I8l8lf8ggJngiof the WeslClay
Illes. ~,WlIIbe~for
tlD...1ight ~ anclplOject
IIl8m ClIUlMId byco..lla..torS. Please
lII8 prIo(to atarto( construction to
is are C:OmDIeted i)rforto AVl".Av::atinn
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