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E <br />D <br />`' <br />0 <br />4 <br />6 7 <br />5080 <br />5070 <br />5060 <br />5050 <br />5040 <br />5030 <br />5020 <br />5010 <br />5000 <br />4990 <br />4980 <br />0 <br />III <br />/ <br />00 / <br />// // // / <br />1 // cp / / <br />II II 11 1 I / / y„/ <br />I /// <br />II n1\ I 1 V.a. <br />I <br />/11 <br />it ' ' <br />II/ <br />0 0 RIPRAP ENERGY <br />DISSIPATION BASIN <br />I I <br />RECLAMATION SLOPE <br />DESIGN SURFACE <br />--Ji III, I I I I I I <br />II I1 1I <br />loll(j1 \I I <br />r I11I\II <br />so <br />`\ I I <br />IIlit <br />1 1 EXISTING SLURRY WALL / <br />lI I11 \/ I \ 1 1 1 <br />41'11 1 1 t 1\ \\_/ <br />\ I 111111i, <br />II \ / \ \ \ <br />EXISTING 18 PIPES I I /A' -,5.34°- <br />'.1_,....7 <br />Si \ Si <br />TO BE DEMOLISHED 1 1 I I `BACKFILL BEHIND HEADWALL n -- <br />I ' 11 I` 1 1 r AND WINGWALL. SEE NOTES <br />I 1I II — — — L-3-------.------ <br />/ HEADWALL <br />1 1 I -5504 I I l <br />I I 1 I <br />-_=_- 6042- - ^ ------6640 I \\• <br />11 1 1 <br />III ', /I 1� 1 I N_� <br />1 1 1 I <br />I I I ' I SOA'/ 5040, —' (' I <br />I I / -1 \ <br />IID// 1 —�� <br />44 LF t/- OF EXISTING 16' PIPES 1 L - — ”- <br />1,..4--........ <br />III / EXISTING STAFF / <br />1 IIIII ( Si\ l •GAUGE <br />1 III'% - f/ / <br />f III \ \>y l I <br />I II `/ II I L� \ 1 <br />I I I II /— I <br />I, II /l /1 L__— I <br />r l '''''2.1/ <br />51 \ <br />I II <br />I1/1 <br />1 i <br />II III I I ,' �^� \ '� <br />1 111 1 I / ,5 1/ '5 \ \I'I <br />1 IIII 11/1 / II I <br />.1 Ni Hi L\ /\\�— --�1\\ <br />\ \---�\ i / / <br />1 <br />\ 1 \ <br />CHANNEL GRADE=1 21% <br />CHANNEL MIN DEPTH=2.5 <br />I <br />II <br />r <br />1 <br />\ N. <br />\ 1 <br />/ I <br />/ <br />/ �I <br />EXISTING MONITORING WELL <br />/ I <br />-J <br />RUNDOWN CHANNEL <br />RECLAMATION SLOPE FINISHED GRADE FINISHED GRADE <br />FUTURE <br />NI -WL = 5038 <br />V <br />EXISTING GRADE <br />AS SURVEYED JULY <br />7 2015 <br />aO�N <br />- RIPRAP DISSIPATION BASIN <br />APPROX <br />BEDROCK <br />10' <br />U n <br />N <br />4r <br />—PROVIDE MIN 1 5' <br />COVER OVER PIPES <br />— 44 LF *t -OF m <br />EXISTING 16' a 8 <br />PIPES o E <br />Ym.. <br />EXIST 16' PIPES TO <br />BE DEMOLISHED <br />HEADWALL <br />SEE SHEET C-201 <br />SLURRY WALL REPAIR <br />SEE SHEET C-201 <br />EXISTING <br />SLURRY WALL <br />CLEANLY CUT AND REMOVE 16' PIPES <br />FIELD VERIFY PIPE INVERT ELEVATION <br />FIELD VERIFY EXISTING PIPE ELEVATIONS AND PROVIDE TO ENGINEER <br />FIELD CONDITIONS MAY AFFECT FINAL DESIGN ELEVATIONS <br />0+00 0+50 <br />APPROXIMATE <br />ORR PROPERTY <br />LINE <br />1+00 1+50 2+00 2+50 3+002+08 <br />PROFILE PIPE - VERT SCALE 1" = 20 ' <br />0 10 20' 40 <br />SCALE 1" = 20' <br />5080 <br />5070 <br />5060 <br />5050 <br />5040 <br />5030 <br />5020 <br />5010 <br />5000 <br />4990 <br />N <br />0 10 20' 40' <br />SCALE 1"=20' <br />CONTOUR INTERVAL = 1 FOOT <br />RUNDOWN CHANNEL <br />FINISHED GRADE <br />RECLAMATION SLOPE <br />FINISHED GRADE <br />2' LAYER OF GROUTED <br />TYPE M RIPRAP <br />TYPE II BEDDING <br />0 RIP RAP AND BEDDING SECTION <br />SCALE 1"=4' <br />TIE RIPRAP TO FINISHED <br />GRADE ALL EDGES <br />ORIP RAP DISSIPATION BASIN DETAIL <br />SCALE 1"=4' <br />NOTES <br />1. BACKFILL FOR HEADWALL SHALL TIE INTO EXISTING GRADE. <br />2 TOP ELEVATION BACKFILL FOR HEADWALL SHALL BE 3 INCHES BELOW THE TOP OF WALL <br />4980 3. BACKFILL SHALL BE PLACES INRIMER/MED TO 95% STANDARD <br />PROCTOR DENSITY. <br />4. BEDROCK SURFACE IS APPROXIMATMLY. 2015 <br />QlVlelz, <br />Non <br />:n1 <br />2 <br />m <br />0 <br />AGGREGATE INDUSTRIES <br />tO <br />W <br />W <br />WO Z <br />aW <br />Oz U <br />Oz_ <br />1 <br />Praise! No.: 133-29614-15002 <br />Desired Br JAB <br />Drawn By: RAP <br />chedel By: FA <br />C-200 <br />Sheet <br />Bar Measures 1 inch <br />• <br />