HomeMy WebLinkAbout04120072 Site Plan
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Schn8ider
the ~ Corporation
8801 0tiI Amaae
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1ndI"""P""._482l~llm
317-828-71110
317-821-7200 rJI
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GIS . LIS
GeolacJ
This Plot Plan Prepared Fer.
WI HOlIES
lot' 85. contoin"9 6.289 S.F.t, n
BROO<STONE PARK o.F CARWEl
Section, 2
Instrument , 200J000604J2
P.c. , J, Slide , 194
HAMilTON COUNTY, ClAY TO~SHIP
1.l5J Hdden Court (50' R/Yf)
Prepared Oot~ 11/29/04 : By. .1(1
Community RestrictiCllS:
Sid,Viii! = J'
Rea- Yard = 20'
A9<Jre<Jote = 6' (B.H.)
rlOishecl Floor Elevation Information
Pod Grode = 899.7 per plan
Pod Grode + 0.2' = Corogo m: (899.9)
Goroge m: + 0.5' = Resldentki m: (900.4)
Residential m: - 9.0' = Bosement m: (891.4)
Note : The garage finished floor efeWltion
Is 0.7' above the curb at the aive. per pion.
Sod CalaJ1a1ions:
Recr Ycrd 0 2.469 SH
Sod 0 22+ SU , ~cxn
rear of home.
Plot Plan le<Jend
I]QQ]J Proposed Grod..
000.0 Existing Grades
__ 000.0- Contour Grode
* Approx. lateral locotioo
- . - Sanitary Sewer Lile3
-...- Storm Sew. li1es
- 'oJ - Water ServIc:e lines
- - - - - - - Sob-Slxfuce Droillines
. Wanhde (Sanitary or Storm)
. BoehNe Inlet (Storm)
II1II Olrb Inlet (Storm)
D End Section (Storm)
A Pal! H)G'ont
- 000 - 0 Q 0 - Flow Une of swole
SanItary Sewer Casting Information
Upstream Wonhde, TC= 900.JO
Oownstream Wanhde, TC= 898.40
per plan.
Note:
BuUdu- to ensure positive dronoge
away from structure(s).
Note:
Sump pump(s) to be placed by
buUder os needed.
Note:
This drowing is boged on construction plans or record drowng"
and is not bosed upon 0 field surwy. The Schneider Corporation
does not WCJmI1t the aCaJrocy or SUfficiency of this information.
Contract... shwld ..nly existn9 conditions prior to any
construction. Any dlscreponcy fwnd on this drowln9 shwld
be reported to The Schneider Corporation immediately. faing
to do so results i1 the contractors assumption of aU liability.
Note:
The basement elevation, depicted hereon, has been. determined
and bGsed upon the pod grades and/w- contiiJiilaken...(rom the
construction pions for this subdivision. U~ stated, no -- tion I
about fluctuating water tables. soB CClJIdtion, or sol t)pes ho eef1
provided or stated on !ICIid pions. I recummended that the ba ent
mished floor elevations be at I two feet (21 aboYe the normal
pool devation of any odpining ies of water. unless a study of fa s
reveals otherwise. If dJring th excavation process any ground water
witnessed, The.$chneida" ation-shculd be notified mmediately.
The basement elevation shaul be raised two feet (2') aboW! the d
wah.., and additional constru Ion techniques snould be IncorpoJlor eel to (\
alleviate future problems. .
DetaJ icaI 5t
er IIow pattern tor
ndMduol lots.
Lot # 85
VB04.0026201
o
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=~=
o
1 I
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IWI
Assumed North
Scale: 1- = 30'
~
TYPICAl SWo\LE SECTION
0.
Note:
Per Cermd zaning onflfllllce 26.1.1 :
The residential district limits height to twenty-fi\le I
feet (25), how...., 0 dwelln9 may be ncreased n h~ght
to thi'ty-fi", feet (35) prCNided the side ond recr )OrtIs
are increased on additional CI1e foot {11 for each
one foot (1') the structure exceeds the fiBt
twenty-fi", leet (25') ~ h~9ht.
TC=900.3
J~8~Wl---:----7---;- -- PER PlAN
-
1 89B.2 I 0.0 , 1 B9B.9 I
-
: .. ;
- n_ ----- --- --- - n - - -.
T
HOLDEN COURT
--t----(899.29l
I ; .2
PER PlAN
ROll aiRS
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7'1
mot
1897.71
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l~JJ' :.., to.67
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20.00'
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1I.R11Ill.
........,
IBlfIlC[
7.rt-
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60.77'
BLOQ( "A"
UD&:ssE:
897.5
1898.3 I