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12oz /sy Non Woven <br />geotextilp (TYP. <br />30 Mil PVC <br />j'I Liner (TYP.) <br />I <br />Riprop4 D50 =12 "-� <br />( TYP'. ) <br />!I <br />Place 12oz /sy Non Woven - <br />geotextile on bottom and <br />both sides of rock drain <br />before placing liner. <br />I <br />j <br />i <br />I <br />I I <br />I I <br />Place 30mil PVC on bottom and downslope <br />side�of finger drains outside! <br />the limits of Phpee 1A -104 <br />Ii <br />'Groundwater Flow ° <br />Fine Grain Sand N <br />64 Crushed Stone <br />4/ -0„ <br />DETAIL 1 Rock Drain <br />NTS <br />NOTE: For main finger drain channel both inside <br />and outside the limits of Phase 1A -1D place <br />3Omil PVC on bottom and both sides. <br />DETAIL 2 Finger Drain <br />NTS <br />MIN. 1 <br />Side'SI <br />0 <br />i <br />v <br />12oz /sy Non Woven <br />geotextile (TYP.) <br />Finger Drain <br />30 Mil PVC <br />Liner (TYP.) <br />6" Fine Base <br />Material (TYP.) <br />Filter <br />Fabric <br />30 Mil PVC <br />Liner 3 Sides <br />(TYP.) <br />Depth Varies Per Location <br />DETAIL 4 Clear Water Ditch <br />NTS <br />6" Crushed Stone <br />DETAIL 3 <br />Finger Drain -Rock Drain <br />Connection Detail <br />NTS <br />rA <br />30 Mil PVC <br />Liner (TYP.) <br />� <br />� 6" Fine Base <br />Material (TYP <br />Rock Drain <br />MIN. 1 1/2:1 <br />Side Slopes <br />7 <br />Depth Varies Per Location <br />DETAIL 5 Sediment control Ditch <br />NTS <br />( S r o r a..% Std p <br />Ie a le <br />SCALE IN FEET <br />0 1 S /23/' <br />NO. DATE <br />I: I <br />Exrih bri#,A <br />+a 9574 i'Txor <br />TION <br />REVISIONS <br />- -- CCR <br />BY CNK TEj 5/23197 <br />CONTROL TOWERS - PLAN VIEW <br />0000F i <br />I <br />N <br />MAL <br />NOTE: EROSION CON <br />ON SED -C ONLY. <br />MATTING MAY BE USED INSTEAD OF RIPRAP <br />APPROVED FOR CONSTRUCTION <br />b -zs -17 <br />Harding Lawson Associates FNO'ICT <br />Engineering and <br />Environmental Services TITLE - - - — - 155 South 300 111"t Sulu 107 <br />Solt Lake City. UT 84101 <br />10011 303 -44116 <br />Ad �& <br />ASP Arfrgo <br />PE PTA SIL <br />RPE <br />ANNEL <br />DESIGN <br />40o� <br />CHANNEL DESCR <br />TION <br />CHANNEL <br />SEGMENT <br />NUMBER <br />D50 RIPRAP <br />DIA. (inches) <br />PHASE <br />I -IV SEDIMENT <br />SED -A <br />6.00 <br />PHASE <br />I -IV SEDIMENT <br />— <br />flZRFUDID <br />SED -B <br />- <br />PHASE <br />I -IV SEDIMENT <br />V Difck <br />SED -C <br />6.00 <br />PHASE <br />I -IV SEDIMEN <br />1k <br />SED -D <br />Rock Fill <br />SYLVESTER GULCH <br />RPE ACCESS 1 <br />CROSSING <br />6.00 <br />NOTE: EROSION CON <br />ON SED -C ONLY. <br />MATTING MAY BE USED INSTEAD OF RIPRAP <br />APPROVED FOR CONSTRUCTION <br />b -zs -17 <br />Harding Lawson Associates FNO'ICT <br />Engineering and <br />Environmental Services TITLE - - - — - 155 South 300 111"t Sulu 107 <br />Solt Lake City. UT 84101 <br />10011 303 -44116 <br />Ad �& <br />ASP Arfrgo <br />PE PTA SIL <br />2' I % <br />.5 Vo/ <br />21 lob <br />40o� <br />