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D <br />5080 <br />5070 <br />5060 <br />5050 <br />5040 <br />5030 <br />5020 <br />5010 <br />5000 <br />4990 <br />4980 <br />2 3 4 5 0 <br />!Il N11 I I i � I <br />I <br />1 � tle \ \ I IIII IIII I <br />N$ \ 1 I I 0 10' 201 40• <br />SCALE 1"=20' <br />CONTOUR INTERVAL =I FOOT <br />EXISTING SLURRY WALL / <br />Id I( <br />APPROXIMATE <br />ORE PROPERTY <br />LINE <br />�'' RUNDOWN CHANNEL RECLAMATION SLOPE <br />EXISTING 18" PIPES 1 1 1 / i \ \ \ FINISHED GRADE <br />BACKFILL BEHIND HEADWALL _ FINISHED GRADE <br />1 / TO BE DEMOLISHED <br />I ( I {/I <br />AND WINGWALL, SEE NOTES 04p--' 4, <br />it HEADWAL I B I1 p <br />37/ <br />/ I �� ��_� _ 11 DEPTH <br />VARIES 1� <br />0.0 5042- -- 5040_ i �/ L\ 3. 0 308 1 _ <br />/III f3—�='sir—r 50 21 0 \ I i \ w <br />\ � `2' LAYER OF GROUTED <br />TYPE M RIPRAP <br />D <br />RIRAP <br />BASIN RAP ENERGY \\ o \ \ \ \ \ \N\\ \l I +/-OFIEXI S 12'• LAVER OF <br />EXISTING IB'PIPES IL \\��—�\ \ <br />DI \ \ \ \ \ 1 44 LF I I M1 I 1 EXISTING STAFF 1 <br />•\IY�� <br />TYPE II BEDDING <br />GAUGE <br />111 1 t III l \ k)( IIII "k r / <br />I I 1 1 11111 I t) Ilii s <br />RECLAMATION SLOPE \ 1 1 1 1 1 1 1 <br />DESIGN SURFACE III 11 11 1 1 I I I I III III'/III I 1—�, I A RIP RAP AND BEDDING SECTION <br />I I I I I l l i t l l I III 1 1 I III /_--1 <br />SCALE 1=4 <br />II VIII IIIIIIIIIIIIIII III'lily\� / \��� II <br />II I Illlllt X11111 II Jll I \ � <br />I /1 <br />Ililllll / 1 <br />I I 1 1 1 1 I EXISTING MONITORING WELL / <br />1111111 III I /�// <br />II 111111 1111 / 1 <br />Iillill 111111 .I'� I I <br />SII 111j11 I <br />I ` Il�llllili��� p' <br />CHANNEL MIN DEPTHS 5' <br />RUNDOWN CHANNEL <br />RECLAMATION SLOPE FINISHED GRADE FINISHED GRADE <br />EXISTING GRADE <br />AS SURVEYED JULY <br />FUTURE 7,2015 <br />NHWL = 5038 <br />D,- <br />�Ws <br />RIPRAP DISSIPATION BASIN o �yzy3 <br />2'~Fn 3U� <br />------z- 31' 10 <br />APPROX <br />BEDROCK <br />EXIST IS' PIPES TO <br />BE DEMOLISHED <br />PROVIDE MIN 1 5' <br />TIE RIPRAP TO FINISHED <br />COVER OVER PIPES <br />GRADE ALL <br />EDGES <br />—44 UP +/-OF m <br />a m <br />EXISTING 18" o <br />PIPES < <br />a M <br />HEADWALL <br />SEE SHEET <br />C-201 <br />m <br />W <br />C-201 <br />- <br />---------------------------------- <br />SLURRY WALL REPAIR <br />C <br />SEE SHEET C-201 <br />C-201 <br />'-*--------EXISTING <br />SLURRY WALL <br />- <br />CLEANLY CUT AND REMOVE 1B•' 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 1+00 1+50 2+00 2+50 <br />PROFILE PIPE - VERT SCALE 1" = 20' <br />0 19 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 />4980 <br />3+00+08 <br />D RIP 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 />3 BACKFILL SHALL BE PLACES IN 9" LOOSE LIFTS AND COMPACTED TO 95% STANDARD <br />PROCTOR DENSITY. <br />4. BEDROCK SURFACE IS APPROXIMATE ONLY <br />ANed W 139-73514-15082 <br />JAB <br />dawn By: RAP <br />GededBy. <br />'' PJD <br />C-200 <br />Sheet <br />J Rar U-- i mM <br />TIE RIPRAP TO FINISHED <br />GRADE ALL <br />EDGES <br />- <br />_CHANNEL <br />- <br />D RIP 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 />3 BACKFILL SHALL BE PLACES IN 9" LOOSE LIFTS AND COMPACTED TO 95% STANDARD <br />PROCTOR DENSITY. <br />4. BEDROCK SURFACE IS APPROXIMATE ONLY <br />ANed W 139-73514-15082 <br />JAB <br />dawn By: RAP <br />GededBy. <br />'' PJD <br />C-200 <br />Sheet <br />J Rar U-- i mM <br />