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CANAL /ROAD SCHEDULE <br />STATION <br />CANAL <br />DEPTH <br />(FEET) <br />ROAD DESCRIPTION <br />0+00 TO 54 +08 <br />3.0 <br />BASIC ACCESS ROAD W/ 3.5' MSHA BERM ON <br />DOWNHILL SIDE; GUARDRAILS AT WETLANDS (IN <br />LIEU OF BERM) ON DOWNHILL SIDE; AND ROAD <br />DELINEATORS ON CANAL SIDE <br />54+08 TO 150 +30 <br />4.0 <br />BASIC ACCESS ROAD W/ NO MSHA BERMS OR <br />GUARDRAILS; ROAD DELINEATORS ON BOTH <br />SIDES; AND GATED AND SIGNED AS UNBERMED <br />ROAD <br />150 +30 TO 236 +00 <br />4.5 <br />BASIC ACCESS ROAD W/ NO MSHA BERMS OR <br />GUARDRAILS; ROAD DELINEATORS ON BOTH <br />SIDES; AND GATED AND SIGNED AS UNBERMED <br />ROAD <br />236 +00 TO 246+00 <br />4.5 <br />HAUL ROAD W/ 3.5' MSHA BERM ON DOWNHILL <br />SIDE AND GUARDRAILS ON CANAL SIDE <br />8 <br />8 <br />q <br />E <br />9 <br />2 <br />2:1 CUT SLOPE IS TYPICAL ISOLATED <br />AREAS OF STEEPER AND FLATTER CUT <br />SLOPES ARE NOTED ON PLAN/PROFILE <br />DWGS. <br />TRACK ROLL FINAL SURFACE OF CANAL <br />WITH SMALL TRACK EQUIPMENT TO <br />PREPARE FOR REVEGITATION. <br />ti <br />CANAL <br />I <br />CANAL DEPTH <br />VARIES <br />(SEE TABLE) <br />SLOPE CANAL INVERT TOWARD DOWNHILL <br />SIDE TO CREATE 6" DEEP LOW-FLOW <br />CHANNEL. CONSTRUCT ALONG ENTIRE <br />LENGTH OF OPEN CHANNEL SECTIONS. <br />MODIFIED CDOT TYPE 3 <br />W-BEAM GUARDRAIL, <br />SEE SHT. UC-2-05 <br />TOP EDGE <br />OF CANAL <br />MODIFIED CDOT TYPE 3 <br />-BEAM GUARDRAIL, <br />SHT. UC-2-05 <br />TOP E <br />OF CANAL <br />2.0 <br />1 <br />IN. <br />APPROX. EXISTING <br />GROUND SURFACE <br />(VARIES) <br />N 1 D .IA& <br />EOGRID BX4100 OR <br />EQUIVALENT <br />APPROX. EXISTING <br />GROUND SURFACE <br />(VARIES) <br />CANAL <br />6.0' <br />CDOT CLASS 5 AGGREGATE BASE <br />COURSE W/ MIN. CBR 40% n 95% <br />STD. PROCTOR DENSITY <br />20% <br />.0% <br />CANAL DEPTH <br />VARIES <br />(SEE TABLE) 2 0% <br />1 <br />CDOT CLASS 5 AGGREGATE <br />BASE COURSE W/ MIN. CBR 40% <br />@ 95% STD. PROCTOR DENSITY <br />2 4 8 <br />Scale 81 Feet <br />TOP EDGE <br />OF CANAL <br />STRUCTURAL BACKFILL - PROOF ROLL AND <br />COMPACT TO 95% STD. PROCTOR DENSITY. <br />BENCH FILL INTO EXISTING SLOPE. <br />O CANAL W/ HAUL ROAD <br />Z TYPICAL SECTION STA. 236+00 TO END <br />STRUCTURAL BACKFILL - PROOF ROLL AND <br />VARIES, COMPACT TO 95% STD. PROCTOR DENSITY. <br />(SEE TABLE) 1 BENCH FILL INTO EXISTING SLOPE. <br />CANAL W/ BASIC ACCESS ROAD <br />2 4 8 <br />Scale In Feet <br />18.0' 1 <br />2 4 8 <br />Scale 11 Feet <br />12 <br />18.Oi <br />O ALTERNATE HAUL ROAD SURFACING <br />ALTERNATE SECTION STA. 236+0070 END <br />12 <br />6" MN. <br />TYPICAL SECTION STA. 0+00 TO 236+00 <br />12 <br />12" <br />20.0 <br />18.0' <br />CDOT CLASS 5 AGGREGATE <br />BASE COURSE W/ MIN. CBR 40% <br />@ 95% STD. PROCTOR DENSITY <br />26" 0 HDPE BARGE PIPELINE (WHERE APPLICABLE) <br />EXACT LOCATION VARIES - FIELD LOCATE <br />MSHA BERM, BULK BACKFILL - <br />COMPACT TO 92% STD. <br />PROCTOR DENSITY <br />2.0 <br />CONSTRUCT MSHA BERM WITH BULK BACKFILL ON DOWNHILL <br />SIDE OF CANAL AND SLOPE ROAD TOWARD CANAL FROM UTE <br />CREEK (STA. 0 +00) TO THE BARGE ROAD (STA. 54 +00) ; SEE <br />DETAIL 2, THIS SHT. FOR BERM DETAILS. INSTALL <br />GUARDRAILS AT WETLANDS AS SHOWN ON UC -2 -10 THRU <br />UC -2 -13; SEE SHT. UC-2 -5 FOR GUARDRAIL DETAILS. <br />2.0 <br />J!. <br />2.0 <br />WASTE EXCESS MATERIAL <br />ON DOWNHILL FILL SLOPE <br />NOTE: PROOF ROLL CANAL AND ROADWAY SUBGRADE. <br />REMOVE ORGANIC MATERIAL AND SOFT OR OVERLAY WET <br />MATERIAL COMPACT SUBGRADE TO 95% STD. PROCTOR <br />DENSITY. REMOVE PERMEABLE SAND/GRAVEL MATERIAL <br />UNDER CANAL AND REPLACE WITH COMPACTED LOW <br />PERMEABILITY SOILS. <br />RIPRAP <br />NON -WOVEN GEOTEXTILE, MIRAFI 180N <br />OR APPROVED EQUIVALENT, INSTALL IN <br />ACCORDANCE W/ MANUFACTURER'S <br />RECOMMENDATIONS <br />NON - WOVEN GEOTEXTILE, MIRAFI 180N <br />OR APPROVED EQUIVALENT, INSTALL IN <br />ACCORDANCE W/ MANUFACTURER'S <br />RECOMMENDATIONS <br />NON - REINFORCED GEOS C CLAY <br />LINER, CLAYMAX • R APPROVED <br />EQUIVALENT, I IN ACCORDANCE W/ <br />MANUF ER'S RECOMMENDATIONS <br />O GEOTEXTILE ANCHOR <br />DETAIL (NTS) <br />O RIPRAP COBBLES CANAL PROTECTION <br />TYPICAL SECTION <br />0 2 4 8 <br />Scale In Feet <br />I T_ <br />� 1 -11 =0- <br />u L=7. as <br />O RIPRAP CANAL PROTECTION <br />TYPICAL SECTION <br />Ii <br />CANAL <br />O GEOSYNTHETIC CLAY LINER <br />TYPICAL SECTION (CONTINGENCY ITEM) <br />0 2 4 8 <br />Seale In Feet <br />Ii <br />CANAL <br />Ii <br />CANAL <br />4 8 <br />Scale N Feet <br />CANAL DEPTH <br />VARIES <br />SEE TABLE <br />NOTE: SMOOTH SUBGRADES AND REMOVE SHARP ROCKS <br />AND DEBRIS THAT COULD POTENTIALLY PUNCTURE <br />GEOTEXTILES OR GEOSYNTHETIC CLAY LINERS. <br />CANAL DEPTH <br />— VARIES <br />(SEE TABLE) <br />12 <br />12 <br />71 <br />'� '' � 1.o' -rH <br />COMPAC <br />PROCTOR D <br />12 <br />1.0' -THICK LAYER OF 6" <br />TO 9' RIPRAP COBBLES <br />2.0' -THICK LAYER <br />OF 12" RIPRAP <br />YER OF SOIL COVER, <br />% OF STD. <br />NOTE: CONTINGENCY <br />ITEMS TO BE INSTALLED <br />ONLY AS NEEDED. <br />COMPACTED SOIL <br />COVER ABOVE GCL <br />O <br />GCL ANCHOR <br />DETAIL (NTS) <br />At <br />N <br />WOE IN <br />MIED <br />MOAB <br />SMal <br />SIAM <br />SIAM <br />RIESARKS <br />RELEASED FOR COMR.1a1M eoaxR <br />RECORDDanwwR <br />This drawing together with any and all additions, <br />correction; changes and alterations thereof is the <br />property of Climax Molybdenum Company and is <br />furnished on the express condition Mat it shah <br />not be reproduce; cola* lent, or disposed of <br />directly or indirectly, nor used for any other <br />purpose than for which it is specifically furnished <br />without the prior written consent of said Ohms <br />Moiibdenum Company <br />8 <br />If <br />z <br />a <br />REV NO <br />OfNNING <br />Henderson Ultimate Canal System <br />Civil <br />Canal <br />Typical Sections and Details <br />Climax Molybdenum Henderson Mill <br />Panhel. Cdaado <br />MAZE FY <br />MDS 12/29/2005 <br />As Noted <br />3/24/06 <br />12/29/2005 <br />AOCEPTED ML <br />L <br />SMM <br />ORAIMNG NO. <br />UC-2 -01 <br />3 <br />