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10'MEASURED FROM CURB TO CURB <br />- - ROADWAY - <br />SOD OR SEED & MULCH %I�EDI� PAyE, €f�{T: • <br />CL ROADWAY - - <br />SODDING LIMITS AT GORE AREA <br />10 BR. APPROACH <br />PANEL <br />EDGE OF END OF <br />SHOULDER BRIDGE <br />CONTROL - ' EDGE OF BRIDGE <br />POINT I' AND EDGE OF <br />I <br />SLOPE PAVING <br />I <br />I TRANSITION AREA <br />I (TOP OF BERM) <br />I <br />SOD LIMITS <br />I <br />I <br />I <br />TOE OF SLOPE I TOE OF SLOPE <br />PLAN <br />ROADWAY <br />SHOULDER <br />EDGE OF SOD <br />APPROACH <br />TOP OF SLOPE PAVING <br />2 �4a, <br />Tom_ <br />TOE OF SLOPE — — <br />TOE OF SLOPE <br />ELEVATION <br />SODDING LIMITS AT BRIDGE APPROACH FILLS <br />REVISION: <br />2 2 <br />APPROVED: 8-6-20/14A <br />C-lEF EM/IRO0kIl;L pr►ICER <br />EDGE OF <br />6l BITUMINOUS <br />r .n <br />]%SLOPE <br />P.I. <br />SOD SHOULDER SLOPES ON INSIDE <br />OF SUPERELEVATED CURVES <br />SODDING INSLOPES OF SUPERELEVATED CURVES <br />OF <br />6L�`0F�0 <br />OVERLAPPING SOD <br />WOOD FIBER BLANKET MULCH <br />END OF UPPER BLANKET <br />TO OVERLAP BOTTOM _ _ .0 <br />,- to:N <br />HERE THE FLOW OF WATER SHERE THE FLOW OF WATER 1S <br />IS CONCENTRATED,PL CE SOD SHEETING, PLACE SOD STRIPS <br />STRIPS PARALLEL TO THE PERPENDICULAR TO THE DIRECTION <br />DIRECTION OF WATER FLOW. OF WATER FLOW. <br />SPECIAL SOD PLACEMENT TECHNIQUES <br />ADJACENT PROPERTY <br />END OF BLANKET <br />BURIED IN 6" DEEP <br />VERTICAL TRENCH <br />WOOD FIBER BLANKET INSTALLATION ON A CUT SLOPE <br />SOD RUNOFF SPREADER: <br />SOD LAID PERPENDICULAR TO <br />FLOW ON TOP OF BLANKET — <br />WOOD FIBER <br />BLANKET MULCH <br />SPEC. 3885 -. <br />P.1. <br />SAFETY SLOPE - <br />STANDARD MULCH <br />...1 <br />END OF BLANKET W <br />BURIED IN 6" DEEP a <br />VERTICAL TRENCH 14 <br />---———————— — — — --J <br />WOOD FIBER BLANKET INSTALLATION ON AN INSLOPE <br />( WHEN REQUIRED ) <br />�`MN18 alt <br />:® '00 <br />s (� <br />0 <br />STATE DESIGN E <br />ROADWAY CL <br />SHINGLING SOD <br />P.1. 35' <br />SOD RUNOFF SPREADER: <br />SOD LAID PERPENDICULAR <br />TO FLOW OF WATER <br />N l:A o ROADWAY CL <br />S���PF� tNa STANDARD ;� <br />UL <br />SV3\ ANDCSEED <br />L <br />BROKEN -BACK SAFETY FILL SLOPE <br />1:2 OR FLATTER <br />1' <br />MIN. <br />FLO <br />1:2 OR FLATTER <br />r� <br />ADJACENT f CUT OR FILL SLOPE <br />AREA OR DO �OT CONSTRUCT DITCH <br />INSLOPE <br />PERMANENT SLOPE PROTECTION DIKE <br />REVISED] PERMANENT SEDIMENT CONTROL <br />APPROVED, STANDARD PLAN 5-297.406 (SHEET 1 OF 1) <br />ER 8 -6 -2014 SHEET NO. 18 of 25 <br />