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 E HWY: COUNTY: PORTAGE 2 SHEET 2 TYPICAL SECTIONS L:\work\Projects\105248\gra\020301_ts.dgn FILE NAME: PLOT DATE: 11/11/2009 1:40 PLOT 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.tbl BATCH PRINT SHEET 1 3 OF PROJECT NUMBER: 6351-01-74 MOSES CREEK MITIGATION EXISTING GROUND EL=1094.9 EL=1093.5 W-2 EL=1093.3 W-3 EL=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
