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li <br />* 20' * 20' <br />8' 11 11' 8' <br />9 (2) (Z 0 <br />FRONTAGE ROAD <br />01 0.01',", SLOPE <br />�2 0 .015'; , SLOPE <br />© 0.04',, SLOPE <br />ARL R.L. <br />147'+ 50' NOR. <br />* 30' * 30' <br />10' 12' 24' 10' 10' 24' 12' 10 <br />0.5' MIN. <br />* <br />10 1 NORMAL <br />6:1MAX. <br />147'+ <br />* DENOTES SAFETY SECTION <br />t <br />DENOTES <br />4 <br />SLOPE <br />M <br />CLASS NO. 5 <br />li <br />* 20' * 20' <br />8' 11 11' 8' <br />9 (2) (Z 0 <br />FRONTAGE ROAD <br />01 0.01',", SLOPE <br />�2 0 .015'; , SLOPE <br />© 0.04',, SLOPE <br />ARL R.L. <br />147'+ 50' NOR. <br />* 30' * 30' <br />10' 12' 24' 10' 10' 24' 12' 10 <br />0.5' MIN. <br />* <br />10 1 NORMAL <br />6:1MAX. <br />147'+ <br />* DENOTES SAFETY SECTION <br />** <br />DENOTES <br />BACKSLOPE <br />SLOPE <br />THE MAXIMUM SLOPE WITHIN <br />CLASS NO. 5 <br />INTERCHANGE RA <br />THE SAFETY SECTION WILL <br />CUT <br />FILL <br />HE MAXIMUM SLOPE WITHIN THE <br />BE 6 : 1 <br />DEPTH <br />SLOPE <br />DEPTH <br />SLOPE <br />CUT FILL <br />0-8 <br />6: 1 <br />0-5 <br />6: 1 <br />8-15 <br />4: 1 <br />5-20 <br />4: 1 <br />2 0.015'/, SLOPE <br />15 <br />2.5:1 <br />20 <br />2.5:1 <br />8-15 4:1 5-20 4:1 <br />>15 2.5:1 >20 2.5:1 <br />TYPICAL FINISHED <br />SECTION <br />' 30' SAFETY 15' 30' SAFET <br />SECTION, SECTIGN <br />, 8 8_i <br />* <br />* 20' * 201 <br />* * <br />* <br />FRONTAGE ROAD <br />STA. 422 to STA. 507 - THE EXISTING <br />NORTHBOUND LANE WILL BE USED AS <br />THE FRONTAGE ROAD. <br />T Y P I C A I_ <br />FIN I SHED <br />SECTION <br />FE -)EQe: PROJECT DESIGNAT ON <br />CLASS NO. 5 <br />INTERCHANGE RA <br />MPS <br />DENOTES BACKSLOPE SLOPE <br />HE MAXIMUM SLOPE WITHIN THE <br />SAFE TV SECTION WILL BE 6.1 <br />CUT FILL <br />DEPTH SLOPE DEPTH SLOPE <br />1 0 010'/, SLOPE <br />2 0.015'/, SLOPE <br />0-8 6:1 0-5 6:1 <br />3 0 040'/, SLOPE <br />8-15 4:1 5-20 4:1 <br />>15 2.5:1 >20 2.5:1 <br />30' SAFETY 12' 12' <br />10' 10' 12' 12' 30' SAFETY <br />SECTIO N 10' <br />10' <br />1 3 <br />* <br />* <br />TYPICAL <br />FINISHED <br />SECTION <br />DESIGN CLASS <br />5 <br />SIDE <br />ROAD "BX" <br />* DENOTES BACKSLOPE SLOPE <br />THE MAXIMUM SLOPE WITHIN THE <br />SAFETY SECTION WILL BE 6 : 1 <br />DEPTH <br />SLOPE DEPTH SLOPE <br />** LEFT -TURN LANE WITHIN RAMPS ONLY <br />0-8 <br />6:1 0-5 6:11 <br />0.010'/, SLOPE <br />8-15 <br />4:1 5-20 4:1 <br />0.015'/, SLOPE <br />> 15 <br />2.5:1 >20 2-5:1 <br />3 0.040'/, SLOPE <br />* 20' * 201 <br />* * <br />* <br />FRONTAGE ROAD <br />STA. 422 to STA. 507 - THE EXISTING <br />NORTHBOUND LANE WILL BE USED AS <br />THE FRONTAGE ROAD. <br />N <br />PR0IECT i D <br />00 <br />1 <br />TOTAL <br />SHEETS <br />w <br />FE -)EQe: PROJECT DESIGNAT ON <br />N <br />PR0IECT i D <br />00 <br />SHE EIT <br />NumBER <br />TOTAL <br />SHEETS <br />w <br />FE -)EQe: PROJECT DESIGNAT ON <br />w <br />