Post on 06-Feb-2021
EXISTING
R/W
BIRCH
STREET
EXISTING
R/W
A’A
14’ 65’
EXISTING
R/W
BIRCH
STREET
BUFFER ZONE
WIDTH VARIES
245’
WETLAND/FLOODPLAIN WIDTH VARIES WETLAND/FLOODPLAIN WIDTH VARIES
MATCH
EXISTING
A
A’
EXISTING
R/W
WISDOT/CADDS SHEET 42
EHWY: COUNTY: PORTAGE
PLOT SCALE = 1 2
SHEET
2
TYPICAL SECTIONS
L:\work\Projects\105248\gra\020301_ts.dgnFILE NAME: PLOT DATE: 11/11/2009 1:40PLOT SCALE:
PEN TABLE:
PRINTER DRIVER:
PLOT TIME: 3:39:18 PM
L:\library\TPN_CADstds\Workspace-CLIENTS\WisDOT\MicroStation\Resources\MS_Printing\Printer_Drivers\ET_PDF_11 x 17.plt
L:\work\Projects\105248\gra\MS_Printing\Pen_Tables\ET_WisDOT.tblBATCH PRINT SHEET 1 3OF
PROJECT NUMBER: 6351-01-74 MOSES CREEK MITIGATION
EXISTING GROUND
EL=1094.9
EL=1093.5
W-2
EL=1093.3
W-3EL=1090.0
EL=1091.9
SG-2
EL=1093.7
EL=1093.7
EL=1091.5
EL=1093.7
EL=1091.5
EL=1091.4
EL=1092.6
W-1
3’\
EL=1090.5
EL=1092.3
LOW GROUND WATER EL=1090.7
29’\
EL=1090.9 WATER SURFACE (5/15/2008)
8’\HIGH GROUND WATER
EXISTING GROUND
EL=1092.6
EL=1091.4
SLOPE AWAY
FROM CHANNEL
2:1 (TYP)
W-1 W-2 W-3
EL=1092.3
EL=1090.5
3:1
EL=1091.9
EL=1090.0
EL=1094.0\
3:1
EL=1092.3 HIGH
WATER LINE(3/2009)
SLOPE AWAY
FROM CHANNEL
1.5’ WATER DEPTH
EXISTING TRAIL
VARIES 6’-8’
VARIES 11.2’-13.2’
NTS
TYPICAL FINISHED DITCH SECTION - A - A’
TYPICAL EXISTING DITCH SECTION - A - A’
NTS
EXISTING TRAILEXISTING GROUND
4.5’\
30.5’\
8.5’\
EXISTING
R/W
BIRCH
STREET
WISDOT/CADDS SHEET 42
EHWY: COUNTY: PORTAGE
PLOT SCALE = 1 2
SHEET
2
TYPICAL SECTIONS
l:\work\projects\105248\gra\020302_ts.dgnFILE NAME: PLOT DATE: 11/11/2009 1:40PLOT SCALE:
PEN TABLE:
PRINTER DRIVER:
PLOT TIME: 3:39:31 PM
L:\library\TPN_CADstds\Workspace-CLIENTS\WisDOT\MicroStation\Resources\MS_Printing\Printer_Drivers\ET_PDF_11 x 17.plt
L:\work\Projects\105248\gra\MS_Printing\Pen_Tables\ET_WisDOT.tblBATCH PRINT SHEET 2 3OF
PROJECT NUMBER: 6251-01-74 MOSES CREEK MITIGATIGATION
B
B’
75’
MATCH
EXISTING
EXISTING
R/W
BIRCH
STREET
EXISTING
R/W
25’ BUFFER ZONE
WIDTH VARIES
WETLAND/FLOODPLAIN WIDTH VARIES
B
B’
SLOPE AWAY
FROM CHANNEL
SLOPE AWAY
FROM CHANNEL
8’ BOARDWALK
TRAIL
3:1
2:1 (TYP)
2’-3’\ EXCAVATION
1.5’ WATER DEPTH
1.5’ WATER DEPTH (5/15/2008)
3:1
EXISTING
R/W
VARIES 6’-8’
VARIES 11.2’-13.2’
260’
WETLAND/FLOODPLAIN WIDTH VARIES
MATCH
EXISTING
TYPICAL EXISTING DITCH SECTION - B - B’
NTS
TYPICAL FINISHED DITCH SECTION - B - B’
NTS
EXISTING TRAIL
EXISTING
P/L
23’\
4’\
9’\
EXISTING WETLANDS
EXISTING GROUND
EXISTING TRAIL
CC’
WISDOT/CADDS SHEET 42
EHWY: COUNTY: PORTAGE
PLOT SCALE = 1 2
SHEET
2
TYPICAL SECTIONS
l:\work\projects\105248\gra\020303_ts.dgnFILE NAME: PLOT DATE: 11/11/2009 1:40PLOT SCALE:
PEN TABLE:
PRINTER DRIVER:
PLOT TIME: 3:39:44 PM
L:\library\TPN_CADstds\Workspace-CLIENTS\WisDOT\MicroStation\Resources\MS_Printing\Printer_Drivers\ET_PDF_11 x 17.plt
L:\work\Projects\105248\gra\MS_Printing\Pen_Tables\ET_WisDOT.tblBATCH PRINT SHEET 3 3OF
PROJECT NUMBER: 6351-01-74 MOSES CREEK MITIGATION
C
SLOPE AWAY
FROM CHANNEL
EXISTING GROUND
EXISTING
P/L
3:1
C’
2’-3’\ EXCAVATION
2:1 (TYP)
1.5’ WATER DEPTH
1.5’ WATER DEPTH
VARIES 6’-8’
3:1
21’15’
FILL TO ELEVATION 1091
RESTICTED AREA
WIDTH VARIES
10’18’
8’ BOARDWALK
TRAIL
VARIES 11.2’-13.2’
WETLAND/FLOODPLAIN WIDTH VARIES
MATCH
EXISTING
140’
TYPICAL EXISTING DITCH SECTION - C - C’
NTS
TYPICAL FINISHED DITCH SECTION - C - C’
NTS
020301_ts-001.pdf020302_ts-001.pdf020303_ts-001.pdf