Draft Environmental Impact Statement APPENDIX B TYPICAL SECTIONS CSJ: 1200-06-004 & 1200-07-001 June 2014 Draft Environmental Impact Statement [This page left blank intentionally] CSJ: 1200-06-004 & 1200-07-001 June 2014 WORK IN PROGRESS VARIES 300' MIN. ROW ROW 38' 2" PFC - PARKWAY WQ SWALE 38' 2" PFC - PARKWAY (EASTBOUND) (WESTBOUND) PROPOSED PROPOSED 5' TYP CL45WB01 CL45EB01 10' WQ SWALE 20' (TYP) 10' 12' 12' 4' VARIES 4' 12' 12' 10' 20' (TYP) VFS SHLD LANE LANE SHLD 64' MIN SHLD LANE LANE SHLD VFS WQ SWALE ROW SUP WB PGL EB PGL 4:1 (TY P) ) (TYP 6:1 0.025 FT/FT 10:1 (TYP) 10:1 (TYP) 0.025 FT/FT 6:1 (TYP ) 4: 1 4:1 (TYP) VARIES 2'-10' 3/25/2014 P:\8140403\dlv\planShts\rdwy\Typical Sections\sh45typ_01-31-2014.dgn TYPICAL SECTION PROPOSED ROADWAY EXISTING GROUND (T YP ) VARIES 2'-10' 4:1 (TYP) FROM FM 1626 TO BEAR CREEK LEGEND FIRM #587 WQ = WATER QUALITY 3/25/2014 WQ SWALE = GRASSY SWALE PFC = PERMEABLE FRICTION COURSE PAVEMENT DATE: 3/25/2014 VFS = VEGETATIVE FILTER STRIPS SH 45SW PRELIMINARY SUP = SHARED USE PATH HAL = HORIZONTAL ALIGNMENT MAINLANE TYPICAL SECTION PGL = PROFILE GRADE LINE ENVIRONMENTAL S T UD Y NOT TO SCALE SHEET 1 OF 2 WORK IN PROGRESS PROPOSED ROW SH 45 [ VARIES VARIES 150' MIN. ROW 150' MIN. ROW 43' 2" PFC - PARKWAY 43' 2" PFC - PARKWAY (EASTBOUND) (WESTBOUND) 5' TYP 10' WQ SWALE 20' (TYP) 10' 12' 12' 9' 9' 12' 12' 10' 20' (TYP) VFS SHLD LANE LANE SHLD SHLD LANE LANE SHLD VFS WQ SWALE ROW SUP 4:1 (TYP) PGL ) (TYP 6:1 0.025 FT/FT 0.025 FT/FT 6:1 (TYP ) 4: 1 4:1 (TYP) VARIES 2'-10' TYPICAL SECTION PROPOSED ROADWAY EXISTING GROUND (T YP ) VARIES 2'-10' 3/25/2014 P:\8140403\dlv\planShts\rdwy\Typical Sections\sh45typ_01-31-2014.dgn 4:1 (TYP) FROM BEAR CREEK TO MOPAC LEGEND FIRM #587 WQ = WATER QUALITY 3/25/2014 WQ SWALE = GRASSY SWALE PFC = PERMEABLE FRICTION COURSE PAVEMENT DATE: 3/25/2014 VFS = VEGETATIVE FILTER STRIPS SH 45SW PRELIMINARY SUP = SHARED USE PATH HAL = HORIZONTAL ALIGNMENT MAINLANE TYPICAL SECTION PGL = PROFILE GRADE LINE ENVIRONMENTAL S T UD Y NOT TO SCALE SHEET 2 OF 2
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