HomeMy WebLinkAbout05050189-Site Planlhb Plot Plan Prepared Fm R.H. of Indiana
PROVIDENCE AT OLD UI~OIAN - PHASE 1WO
16
200,300118575
26, T18N, ROTE
414 VdNDHAM PASS
Prepared Dote: 05/11/2005: B~, AMA
~C~ Calcula~=m~:
c. Drive ~08
Private Walk = 17
Sod ~- 39 SY+ , ENTIRE LOT
Note:
This drawing is based on consb~uctian pmns or record drawings,
and is not based upon o fidd survey, The Schneider Corporation
does not warrant the accuracy or sufficiency of this informoUon,
Contractors should verify existing conditions prior to any
construction. Any discrepancy found on this drawing should be
reported to The Schneider Corporation immedioteJ~ foiling to do
so results in the contractors assumption of all liability,
Plot Plan ~
~ Proposed Grades
000.0 Existing Grades
..~--000.0--"~' Contour Grade
~ Approx. Lateral L~ation
· ~ Sanitary Sewer Lines
~ I1',,------, Storm Sewer Lines
-- v Water Service Lines
.... ' - -- Sub-Surface" Drain Lines
· Manhole (Sonitory or Storm)
Beehive Inlet (S~orm)
S Curb Inlet (Storm)
O End Section (Storm)
Fire Hyarant
......... Flow L~e of swale
- Building Line (BL / BSL)
....... Easement Une
Note: Sanitary Sewer
Top of Casting Information
Upstream Manhole, TC= 852..30
Downstream Manhole. TC= 855.35
per plan,
Vb05.0033269
BLOCK 16 !
LOT 1601//
1,654 SF
Assumed North
Scate: 1" = 20'
Detaa of
~roand/Stenn war e~,
Row patten of a~
hdivi~ua~ lot.
Note:
Builder to ensure positive
drainage away fram structure(s),
NOTE:
~lS DRAVaNO HAS BEEN PREPARED
R ll-lE CUENT'S REQUEST BY SCAUNG
PROPOSED IMPROVEMENTS FROM
CONSTRUCTION PLANS SUPPUED BY O'II-tERS AND
NOT ELECTRONIC DATA FILES.
DATE --
ION OF RECEIPI OF PLOT PLAN. BY CUSTOMER.
FLOOD HAZARD STATEMENT
CERTIFICATION
~//~/~ ~u,,- ~¢
Y//llllll;lllltii~%~%~%~
2-18
- PHA,~ TWO
118575
AMA
Note:
[his drawing is based on construction plans or recor~ drawings,
bu~laeape AteNteetm'e and is not based upon a field survey. The Schneider Corporation
does not warrant the accuracy or sufficiency of this information.
Contractors should verify existing conditions prior to any
construction. Any discrepancy found on this drawing should be
reported to The Schneider Corporation immedietdy; foiling to do
so results in the contractors assumption of all liability.
Plot Plan~
~ Proposed Grades
000,0 Existing Grades
~-~---000,0*---'~ Contour Grade
~< Approx. Lateral Location
Sonitary Sewer Lines
~ :"~--'------- Storm Sewer Unes
~v_ ~ Water Service Lines
Sub-Surface Drain Lines
Manhole (Sanitary or Storm)
Beehive inle. t (St .o~m)
Curb inlet (S!orm) .
D End Section (Storm)
Rre Hydrant
........ Flaw Line of swale
~ Budding Line (BL / BSL)
....... Easement Line
Assumed North
Scale: 1" ~ 30'
BLOCK 16
LOTS 1601-1606
EXISTING IRREG. WIDTH R/W-7
BLOCK A
IRREGULAR
A,S.D.&U.E.
tBLOCK ,~
COMMON AREA
IRREGULAR
A.S.D.&U,E.
~ATION
DATE
OF RECEIPT OF PLOT PLAN BY CUSTOMER.