HomeMy WebLinkAbout05050195-Site Plantl~ Sdmaaer Coq~raUon e~ia~ Note:
s~ot ~ &~es~ ~ ~is drow~g is bused on c~stmcti~ pl~s or rec~d draw~gs,
~e ~o~ ~ ~ ~ ~nd is not based up~ a find ~rvey. ~e S~neider ~p~ati~
~. ~ ~a-t~ ~ · ~ does not worr~t ~e ~ccurocy ~ ~ffici~cy of this info~etion.
3t?-~-~ ~ Con~ect~s should verify exlst~g ~diti~s pH~ [o ~y
~?-~-~ Y~ c~stmction. ~y discrep~cy f~nd on this drawing ~ould be
rope[ed to ~e Schneid~ C~p~eti~ immedietd~ Mling to do
~ results in the c~tract~s essumpU~ of dl lieb~ity.
lhb Plot Plan Prepared Fa,:. R.H. of Indiana
PROMOENCE AT OLD MERIOIAN - PHAS[ ~
PC ;~ SUDE 442
SEC 26. 118N, RO~
Prepared Date: 05/11/2005: By:. AMA
Bu:~(a): IN'VDITORY
Sod C~culetions:
Conc. Drive =
Private WoE = 17
Sod = 59 BY+ . [N~P,[ LOT
[~ Proposed Grades
000.0 Existing Grndes
~----000.0---~ Contour Grade
__ ~ Approx. Lateral Location
~ · ~ Sanitary Sewer Lines
~ Storm Sewer Lines
We[or Service Lines
....... Sub-Surface Drain Lines
~l~nhde (S~iLory er Storm)
Beehiw~ Inlet (St~)
~ Inlet (Stem)
End S~t~ (St~)
Fire
H~ont
-- ~ ~ Flew Line of swale
-- - - Building Line (BL /
....... Eo~[ Line
Note: ~nit~y ~wer
T~ of ~sthg informati~
UpstreQm Uonh~e. TC= 85~.~
Downstream Manhole, TC= 85~.60
p~ plan.
Vb05.0033259
LOCK 14 !
OT 1401 ]/
1,654 SF /J
Assumed North
Scale: 1" = 20'
DetQ1 of
~ound/Storm Wotec
Flow pattern of
individual lot.
Note:
Builder to ensure positive
druinege owey from sL'ucture(s).
BLOCK A
COUUON AREA
IRREGULAR
A.S.D.&U,E.
CURB
18' SD&UE
67.50'
NO'E:
THIS DRAWING HAS BEEN PREPARED
REQUEST BY SCAUNG
IUPROVEDENTS
SUPPLIED BY Oll'IERS AND
DATA FILES.
~RE DATE
OF PLOT PLAN BY CUSTO. ER. J
10.2
FLOOD HAZARD STATEMENT
CERllFICAllON
~ L~\'L...........~'4'//; ~
i sos°3 }
lhh Plot ~Qn Prepared Fac R)iend Homes
PROMI)ENC[ AT OLD MERIDIkN - PHASE TWO
InsVummt ~ 200,t00118575
2-t8
AMA
Note:
This drawing is based off censtrucUon plans or record drawings,
eno is not based upon a field survey. The Schneider Corporation
does not warrant the acourac~ or sufficiency of this information.
Contractors should verify existing conditions prior to any
construction. Any discrepancy round on this drawing should be
reported to The Schneider CorporoUon immediately, foiling to do
so results in the contractors assumption of all liability.
Rot PlenLegend
~ Proposed ~aees
000.0 Existing Grades
_.-----000.0--'-~ Centaur Grade
Approx, Lateral Location
v ~ W~ter Service Lines
....... Sub-Surface Drain Lines
· Idenhole (Sunitury or Storm)
Beehive Inle. t (Storm)
Curb Inlet
D End Sect on (Storm)
Rte H~ront
......... Flow Line of swale
Buildin9 Line (GL / BSL)
Easement Line
Assumed North
Scale: 1" = ~'
BLOCK 14
LOTS 1401-1405
EXISTING IRREG. WIDTH R/W-
BLOCK A
COI~I40N AREA
IRREGULAR
A.S,D,&U,E.
8.2'
67.50'
A.S,D.&U,E,
-~--StONATURE -- DATE
~OF RECEIPT OF PLOT PLAN BY CUSTOMER.