HomeMy WebLinkAbout06100169 Site Plan
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Tho Schneidor Corpore.UOD
8DOl 0tiI A'fenUll
}Ustono 'orl. HarrllOD
Ind1anApoUJ, lxu1IllU 6821(1-1037
'17-826-7100
'17-Me-7200 FAX
Jlo&In......
Bun.!lnI
LlmdlGllpe Aroh1ltotun
GIS 'U'
0001011
I Prepared for:
Horn88, Inc.
:15, containing 21,331 S.F.:I:, In
f Weelclay
, 10002
It I 200400075938
Slide I 519
, Hamilton County
nBN, R3E
lIltcalm street (50' R/W)
Dale: fYd/13/00 : By. J(J
Restrictions:
: 5'
. 20'
. 15'
" Elevation Information
, 894,4 per plan
. 0.5' = Garage FFE (894.9)
+ 1.0' = Residence FFE (895.9)
FE - 1o,0't - Bo.ement FFE (885.9)
lorage flnl.hed floor elevation
, the curb at the drive. per
. 3,8%
wos prepared
~motlon taken
lot.. ,ubdl~.lon
drawing. and
by cllenl. It I.
Ity of the
verlfy,lt.
r to constructIon
, Schneider corp.
)evelopment of
:le5.
,ets from truck!!
JO cleaned ot
:h day,
Irola
rb
Sewer
. Drain
top to be
granular
hln 10' of
top to be re,tored
condition prior to
'III ,u9ge,t.d
at .onltory
ench, water line
other excovoted
Ion occurs)
ties on plot plan
Itlon8 per plan and
,d In the field,
y areas - Westcloy)
on lot, 1 DO' and lor9er
, on 1m than 1 DO'
50%
"eos - Westcloy)
stories
50%
own 19 per pIons
,s-bullt elevation.
lor the elevotlon
,n th. primary flnleh.d
the top of basement
losem.nt flnl.h.d
d by the cll.nt.
Plot Plan L.gend
~ Propoesd Grades
000,0 Existing Grades
_ 000,0- Contour Grad.
* Approx. Lateral Location
- . - Sanitary Sewer Line.
-IT- Storm S.wer Lines
- ~ - Water Ser~c. Line,
- - - - - - - Sub-Surface Drain Lines
. Manhole (Sanitary or Storm)
. Beehive Inlet (Storm)
II1II Curb Inlet (Storm)
D End Section (Storm)
.... Fire Hydrant
- 000 - 0 .'. - Flow L1no of swolo
- - Building Line (BL / 8SL)
- - - - - - - Eo..m.nt L1n.
Note: Sanitary S.wer
Top of Co.tlng Information
Up.treom Manhole. TC. 893.65
Downetrsom Monhol.. TC- 891.57
per record drawIngs.
Note:
Contractor to maintain 0 10'
seperotlon between the .onltory
lateral and water lateral. /
A~
@1
@i
..
I
CHAIRBACK CURB
REVm1
ADJ STED m's
NC C
09/22/06 JKI
REY.I 2
REVISED FOUNDA nON
VSD6.0P63082
10/18/06 JKI
Note:
The basement elevotlon, depicted hereon, has been determIned and
baled on~1h. pod Qrad" and/Of contoul'l token from the con.tructlon
plan. for this .ubdlvlelon. Unlo.. .tatod, no information about
f1uctuotln; water tables, son conditions, or eaR t)'pla hoa been pro\'ided
or alated on eold plan.. Thl.lot Is looated nw a body of water. Lot
or 1101 condltlonll may rllqulre that tho basement floor elevation be
held 2 foot above normal pool elevation. Slto Inwatloatlon may be
ntlded If wat" I, encountered liIrlnO the excavation proce.. or If
other known woter elevation or eolle oondltlon. or. present.
lnwltlootlon and any remedial procedur.. II at the dlsor.tlon of th.
bunder to determine and toke appropriate lIt.pll of action. If any
Oround wa10r III eneountarod durlno exoovaUon the buildOf' I.
eneourooed to contact The Schneider Corporation 10 dl,cun pOlllble
caurllaoloetlon.
~
TYPICAL SWAl!: S!:CTlON
Note: Sump pump(.) to be
placed by builder os need.d.
Note: Builder to enoure
positive drolnog. away from
structure(s).
LOT# 815
VBO'6.0061 048
~
~
=Ji:!1.=
~
Asoum.d North
Scale: 1" . 30'
Strow boles and .lIt f.nce to b. ueed
wher. need.d to keep mud off of
streets and out of storm sewers.
Not.: Builder I. to grad. .Id. yord swole to
grodes ,hown on thl. plan. If builder I. unobl. to
achieve positive drainage away from proposed
structure, the engineer .holl be contacted. builder
Is not to deviate from grades shown on this plan
without the consent of both the Th. Schneider
Corp. and Brenwlck Dev.
CHAIRBACK CURB
SIRI401
TC-S91.51
PER RECORD
DRAVI1NG
.
Note: Th. Top of II1ndow
Well's must meet the
M.F.P.G, of 890,7.
I. Dennis L. Grumpp, duly Ilcenasd Land
Surveyor, Indiana ,; 50303, do
hereby oertlfy that In my opinion. If
the flnlshod grades ore cons1ructed
all shown, 1he Surface Drolnooe on
the subject 101, will be satisfactory
for RuJden1lal Conetructlon.
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Thl. drawing I. not Intend.d to b. represented as 0 retrocem.nt or
original boundary eurvey, 0 rout. .urvey. or 0 Surveyor Location Repor\.