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F_ W, -I <br />STRUCTURALS� <br />FILL T" r -- <br />1 <br />,m <br />II�, i�1llliiill %F 1 <br />PREPARED <br />SUBGRADE <br />We - <br />CHANNEL <br />_ _ - - - -i <br />d 1 12% NOMINAL <br />1' MIN. GRANULAR <br />FILTER LAYER <br />1.5 <br />O <br />1 X12 oz. NON —WOVEN <br />GEOTEXTILE <br />10' MIN. <br />ORE SETBACK <br />Wf <br />1% T� <br />STRUCTURAL <br />PEP <br />r••• <br />Pow <br />SUBGRADE <br />TYPICAL RIPRAP -LINED CHANNEL SECTION <br />NOT TO SCALE 22 <br />CONCRETE TH'AUST BLOCK DrAENSIONIS <br />S <br />T <br />PARAMETER <br />R5A <br />STATION <br />3 +38.78 <br />R1A <br />STATION <br />51 +02.1 1 <br />MINIMUM <br />MINIMUM <br />ROCK <br />S <br />18 in. <br />18 in. <br />PHASE IV <br />T <br />12 in. <br />12 in. <br />U <br />10 ft. <br />1 14 ft. <br />V <br />15 in. <br />15 in. <br />W <br />5 ft. <br />I 5 ft. <br />U <br />DIA. CSP <br />6" THIC.I <br />BEDDING <br />1 . L.. <br />MATERIAL <br />NOTE: <br />A CONCRETE THRUST BLOCK SHALL BE PLACED UNDER <br />THE PIPE IMMEDITATELY AFTER THE SLOPE CHANGE. <br />44 CONCRETE THRUST FLOCK <br />22 NOT TO SCALE <br />LAYER <br />BLDDING MATERIAL <br />1 <br />CHANNEL <br />VARIES WITH <br />CHANNEL DEPTH <br />- We - <br />I <br />d 2% NOMINAL <br />TYPICAL PERIMETER EARTH -LINED CHANNEL SECTION <br />DIVERSION CHANCAEL SCI-1 =DU'.E <br />NOT TO SCALE <br />REFER TO DRAWING 17 FOR REACH LOCATIONS. <br />ORIGINAL <br />GROUND <br />SURFACE <br />�1 <br />1.5 <br />�1 <br />2.5 <br />RL''RAP SIZE SCHEDULE <br />PERCENT <br />AVERAGE <br />MINIMUM <br />MINIMUM <br />ROCK <br />RIPRAP <br />GIVEN SIZE BY <br />PHASE IV <br />BEGIN <br />END <br />CHANNEL <br />FINISHED <br />FINISHED <br />BERM <br />CHANNEL <br />RIPRAP <br />CHANNEL <br />STATION <br />STATION <br />GRADE ( ) <br />CHANNEL <br />CHANNEL <br />WIDTH (ft) <br />LINING <br />THICKNESS (in) <br />DETAIL <br />REACH <br />DEPTH (ft) <br />WIDTH (ft) <br />Wf <br />T <br />d <br />We <br />R1 <br />23 +93.88 <br />46 +34.14 <br />1 0.25 <br />5.5 <br />12 <br />40 <br />EARTHEN <br />N/A <br />2 <br />R1A <br />46 +34.14 <br />51 +58.47 <br />16/23/2 <br />N/A <br />N/A <br />— <br />84" CSP <br />N/A <br />DWG. 21 <br />R5 <br />4 +66.21 <br />23 +34.93 <br />0.5 <br />3.5 <br />15 <br />20 <br />EARTHEN <br />N/A <br />2 <br />R5A <br />0 +00 <br />4 +66.21 <br />25/2 <br />N/A <br />N/A <br />— <br />60" CSP <br />N/A <br />DWG. 21 <br />R6 <br />0 +00 <br />8 +66.21 <br />22 <br />1.5 <br />3 <br />10 <br />TYPE VL <br />12 <br />1 <br />R8 <br />0 +00.00 <br />7 +80.48 <br />0.5 <br />1.5 <br />3 <br />1 24.5 <br />1 EARTHEN <br />N/A <br />2 <br />REFER TO DRAWING 17 FOR REACH LOCATIONS. <br />ORIGINAL <br />GROUND <br />SURFACE <br />�1 <br />1.5 <br />�1 <br />2.5 <br />RL''RAP SIZE SCHEDULE <br />MAN <br />Permit # M- 1980 -244 <br />Amendement No. 8 Mamh 2 / f 2000 <br />19525 <br />PERCENT <br />AVERAGE <br />SMALLER THAN <br />ROCK <br />RIPRAP <br />GIVEN SIZE BY <br />DIMENSION <br />D50 DIA <br />DISIGNATION <br />DIMENSION <br />(INCHES) <br />(INCHES) <br />TYPE VL <br />70 -100 <br />12 <br />50 -70 <br />9 <br />6 <br />35 -50 <br />6 <br />2 -10 <br />2 <br />MAN <br />Permit # M- 1980 -244 <br />Amendement No. 8 Mamh 2 / f 2000 <br />19525 <br />