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E <br />DATUM EL <br />6076.00_, 0.00 <br />GROUP SAILS <br />SECTION - B <br />6095.00 <br />6090.00 <br />6085.00 <br />DATUM ELEV <br />6085.00 <br />6080.00 <br />6075.00 <br />DATUM ELEV <br />1 1 <br />f <br />�i <br />6070.00 0.00 <br />GROUP DETAILS <br />SECTION A <br />2 <br />1 <br />20.00 40. U U <br />WEST PAD <br />w <br />0 <br />J <br />20.00 <br />A <br />213 <br />1 <br />ASPHALT P <br />GRANULAR <br />12' CLAY LINER <br />60.OU bU.UU <br />SECTION <br />40.00 <br />'.t <br />.6 11 <br />AND <br />�- <br />_ <br />J <br />1 <br />SEE DRAWINGS <br />FOR CT-SIGN <br />BY <br />OF P <br />ENGINEERING <br />r D AND CLAY <br />AND TESTIN3 <br />LINER WHIN <br />CONSULTANTS, <br />POND <br />INC. <br />30• <br />6' GR <br />ULAR SURFACE <br />I <br />16' GRANULAR <br />BASE COURSE <br />JOB No. <br />2' <br />2 <br />I DESIGNED BY <br />DRAWN BY <br />CHECKED <br />8 1 <br />2, <br />18' C <br />12' <br />8' q <br />ANULAR BASE COU <br />Y LINER <br />HALT PAVEMENT <br />�_ <br />• <br />B 1 2• <br />DVB <br />CLAY LINER <br />�- <br />1 <br />' GRANULAR BASE <br />OURSE <br />12 <br />CLAY LINER <br />6070.00 0.00 <br />GROUP DETAILS <br />SECTION A <br />2 <br />1 <br />20.00 40. U U <br />WEST PAD <br />w <br />0 <br />J <br />20.00 <br />A <br />213 <br />1 <br />ASPHALT P <br />GRANULAR <br />12' CLAY LINER <br />60.OU bU.UU <br />SECTION <br />40.00 <br />'.t <br />.6 11 <br />AND <br />�- <br />_ <br />Na. <br />I DESCRIPTION <br />Ef;F <br />TE <br />FILEI E94- 7010.DWG REVISIONS <br />30• <br />6' GR <br />ULAR SURFACE <br />"1 1994 <br />��ny <br />STORAGE PAD DETAILS & CROSS- SECTIONS <br />REALITE PLUS STORAGE PAD <br />JEFFERSON COUNTY, COLORADO <br />JOB No. <br />2' <br />2 <br />I DESIGNED BY <br />DRAWN BY <br />CHECKED <br />8 1 <br />2, <br />18' C <br />12' <br />8' q <br />ANULAR BASE COU <br />Y LINER <br />HALT PAVEMENT <br />�_ <br />DLB <br />B 1 2• <br />DVB <br />2 <br />�- <br />6080.00 0.00 <br />GROUP DETAILS <br />SECTION D <br />20.00 <br />1 11 <br />SOUTH PAD AND <br />2 3 <br />:11v <br />11IM6111 <br />ROADWAY SECTION <br />:1 11 <br />POND <br />120.00 <br />100.00 <br />CROSS <br />120.00 <br />- SECTION <br />6093.00 <br />6088.00 <br />6083.00 <br />DATUM ELEV <br />140.00 <br />0 <br />R <br />0 <br />160.00 <br />6078.00 0.00 20.00 40.00 60.00 <br />GROUP DETAILS <br />SECTION C <br />rC" <br />EAST PAD SECTION <br />2 3 <br />PAVEMENT & SUBGRADE SECTION <br />(TYPICAL) <br />16" <br />GRANULAR 12 "(minimum) AGGREGATE BASE COURSE <br />BASE <br />COURSE 2" TO 4" SAND FILTER LAYER <br />12" COMPACTED CLAY LINER <br />S U B G R A D E <br />NOT TO SCALE <br />Permit Number /" - 8'$ -/c e <br />Class: 0Pelmit <br />Secfion/Elthlbit : <br />Class: vision -_•- -�,- <br />,- TYPe // - -- -. - ,`-,(� -- ----------- ----------- e r � . - -- <br />Class: � Report O Hydra ❑General <br />Doc Type: <br />OAppliwfion (Coal <br />Na. <br />I DESCRIPTION <br />Ef;F <br />TE <br />FILEI E94- 7010.DWG REVISIONS <br />� SHB AGRA, INC. <br />Engineering do Environmental Servi&;S' ... - <br />AGRA <br />"1 1994 <br />��ny <br />STORAGE PAD DETAILS & CROSS- SECTIONS <br />REALITE PLUS STORAGE PAD <br />JEFFERSON COUNTY, COLORADO <br />JOB No. <br />DATE <br />I DESIGNED BY <br />DRAWN BY <br />CHECKED <br />BY <br />SHEET No, <br />E94 -7010 <br />1I- 2• <br />DLB <br />B 1 2• <br />DVB <br />2 <br />�- <br />1 <br />' GRANULAR BASE <br />OURSE <br />12 <br />CLAY LINER <br />6078.00 0.00 20.00 40.00 60.00 <br />GROUP DETAILS <br />SECTION C <br />rC" <br />EAST PAD SECTION <br />2 3 <br />PAVEMENT & SUBGRADE SECTION <br />(TYPICAL) <br />16" <br />GRANULAR 12 "(minimum) AGGREGATE BASE COURSE <br />BASE <br />COURSE 2" TO 4" SAND FILTER LAYER <br />12" COMPACTED CLAY LINER <br />S U B G R A D E <br />NOT TO SCALE <br />Permit Number /" - 8'$ -/c e <br />Class: 0Pelmit <br />Secfion/Elthlbit : <br />Class: vision -_•- -�,- <br />,- TYPe // - -- -. - ,`-,(� -- ----------- ----------- e r � . - -- <br />Class: � Report O Hydra ❑General <br />Doc Type: <br />OAppliwfion (Coal <br />3 of 8 <br />11111111111111111111111 <br />0 0 0 1 2 0 2 2 <br />Na. <br />I DESCRIPTION <br />Ef;F <br />TE <br />FILEI E94- 7010.DWG REVISIONS <br />� SHB AGRA, INC. <br />Engineering do Environmental Servi&;S' ... - <br />AGRA <br />"1 1994 <br />��ny <br />STORAGE PAD DETAILS & CROSS- SECTIONS <br />REALITE PLUS STORAGE PAD <br />JEFFERSON COUNTY, COLORADO <br />JOB No. <br />DATE <br />I DESIGNED BY <br />DRAWN BY <br />CHECKED <br />BY <br />SHEET No, <br />E94 -7010 <br />3/7/94 <br />DLB <br />LNC <br />DVB <br />3 of 8 <br />11111111111111111111111 <br />0 0 0 1 2 0 2 2 <br />