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2 <br />O <br />rc <br />O CANAL/PIPE TRANSITION INLET HANDRAILS <br />PUN VIEW <br />NON -WOVEN <br />GEOTEXTILE, MIRAFI <br />180N OR APPROVED <br />EQUIVALENT <br />SOIL/BENTONITE CUTOFF <br />RIPRAP <br />2 4 <br />Scale In Feet <br />6 <br />1Y2" 0 IPS STD. STEEL PIPE HANDRAILS AND POSTS, PRIMED TO <br />3 MILS DRY FILM THICKNESS W/ TT -P -31 RUST INHIBITING <br />PRIMER AND PAINTED TO 4 MILS DRY FILM THICKNESS W/ TWO <br />COATS OF POLYAMIDE -EPDXY PAINT BY TNEMEC OR SIGMA, <br />PITTSBURGH PLATE GLASS (PPG) CHARCOAL GREEN <br />(EQUIVALENT FEDERAL No. 24097) OR SIMILAR COLOR. <br />6" xYi STEEL KICKPLATE, WELD <br />TO HANDRAIL POSTS, PRIME <br />AND PAINT W/ LIKE PRODUCT <br />3' 6" 1' -2" <br />CLASS 5 BASE <br />COURSE <br />CANAL/PIPE TRANSITION INLET HANDRAILS <br />SECTION <br />2 4 <br />Scale In Feet <br />6 <br />3' -6" <br />with any and oil additions, <br />and alterations thereof is the <br />JAdenum Company and Is <br />.ss condition that It shall <br />Ipisd, lent or disposed of <br />for used for any other <br />h it Is specifically furnished <br />en consent of said Climax <br />180° RETURN BEND <br />i <br />a <br />a. <br />ISSUED <br />REV N3 <br />8' -0" <br />Y " <br />Y <br />SECTION <br />TYP <br />6" 0 GALV. STD. <br />STEEL PIPE W/ <br />FLANGE <br />6" 0 HDPE FLANGE <br />ADAPTOR FUSED <br />TO 42' HDPE PIPE, <br />W/ PP- COATED <br />BACKING RING <br />HANDRAIL POST BASEPLATE <br />DETAILS <br />0 2 4 8 <br />Scale It hdles <br />TRASHRACK SUPPORT REST <br />DETAILS <br />TRASHRACK <br />BARS (TYP,) <br />CIRMAW <br />SECTION <br />3 /e x 5" ANCHOR BOLT SS 316 <br />(4 TOTAL), HILTI KWIK BOLT II <br />OR EQUIVALENT <br />3" <br />1 <br />3" <br />2 <br />PLAN <br />2 4 8 <br />Scale h hdea <br />PLAN <br />4' --I <br />1• x �/ fi 0 BOLT <br />12 <br />HOLE (2 TOTAL) <br />r <br />L <br />3" 0 STD. GALV. STEEL PIPE <br />(OUTSIDE), WELDED TO <br />TRASHRACK 2 -3" x 6" x Y2" GALV. STEEL <br />BASEPLATE WI X"-THICK <br />2" 0 X- STRONG GALV. STEEL NEOPRENE RUBBER BACKING <br />PIPE (INSIDE), WELDED TO (50 - 70 SHORE A DUROMETER) <br />BASEPLATE <br />TRASHRACK HINGE PIPE CONNECTION O <br />DETAILS 4-03 <br />CORNING NCI. <br />0 2 <br />4 8 <br />Stale h Inches <br />%e' 0 BOLT HOLE <br />(4 TOTAL) <br />TY> <br />x 5Y2" ANCHOR BOLT SS 316 <br />(4 TOTAL), HILTI KWIK BOLT II <br />OR EQUIVALENT <br />REFERENCE <br />12 <br />4/ <br />ELEVATION <br />3 "x3' "GALV. <br />STEEL BAR THRU ALL BARS <br />(TYR) <br />1 I I <br />i <br />5 ,_ 0 „ <br />. <br />2' 3" <br />'16" 0 BOLT HOLE <br />(4 TOTAL) <br />90 °0' <br />S -0" <br />y t 2 <br />Scale It Feet <br />1" 0 GALV. STEEL RODS <br />3 <br />90 ° 0' —L41 <br />O CANAL/PIPE TRANSITION INLET TRASHRACK <br />PLAN VIEW <br />1 <br />t 4 -0v4" <br />VERIFY AS -BUILT <br />WIDTH OF INLET <br />STRUCTURE PRIOR <br />TO FABRICATION <br />ELEVATION <br />Henderson Ultimate Canal System <br />0 1 2 4 <br />Scale It Feet <br />3" x y2 GALV. <br />STEEL BARS <br />CANAL/PIPE TRANSITION INLET TRASHRACK <br />6 <br />Z <br />MDS <br />ML <br />12/29/05 <br />3/24/06 <br />Handrail and Trashrack ACCEPTEDET 12/29/05 <br />— Ix Molybdenum Henderson Mill <br />PaMalt Cdorado <br />Steel <br />Canal /Pipe Transition <br />SCALE <br />As Noted <br />DRAWING NO. <br />UC-4 -03 <br />MOE 00 <br />950 <br />his drowhg together <br />corrections, changes ■ <br />property of Climax Mr <br />Nmished on the sxpr <br />not be reproduced, Cl <br />directly or indirectly, 1 <br />purpose than for whk <br />without the prior wrltl <br />Molybdenum Company <br />6 <br />ME a <br />aaewa =ow <br />FOR COMM. cusra. ,. ROOM <br />m <br />Mom <br />PADS <br />°Ma <br />APPROVED FOR WaEIRL0Caaa <br />© <br />rs,uo, <br />r6 <br />wa <br />aECrnooaAw.,as <br />11 <br />Q <br />0 <br />0 <br />2 <br />O <br />rc <br />O CANAL/PIPE TRANSITION INLET HANDRAILS <br />PUN VIEW <br />NON -WOVEN <br />GEOTEXTILE, MIRAFI <br />180N OR APPROVED <br />EQUIVALENT <br />SOIL/BENTONITE CUTOFF <br />RIPRAP <br />2 4 <br />Scale In Feet <br />6 <br />1Y2" 0 IPS STD. STEEL PIPE HANDRAILS AND POSTS, PRIMED TO <br />3 MILS DRY FILM THICKNESS W/ TT -P -31 RUST INHIBITING <br />PRIMER AND PAINTED TO 4 MILS DRY FILM THICKNESS W/ TWO <br />COATS OF POLYAMIDE -EPDXY PAINT BY TNEMEC OR SIGMA, <br />PITTSBURGH PLATE GLASS (PPG) CHARCOAL GREEN <br />(EQUIVALENT FEDERAL No. 24097) OR SIMILAR COLOR. <br />6" xYi STEEL KICKPLATE, WELD <br />TO HANDRAIL POSTS, PRIME <br />AND PAINT W/ LIKE PRODUCT <br />3' 6" 1' -2" <br />CLASS 5 BASE <br />COURSE <br />CANAL/PIPE TRANSITION INLET HANDRAILS <br />SECTION <br />2 4 <br />Scale In Feet <br />6 <br />3' -6" <br />with any and oil additions, <br />and alterations thereof is the <br />JAdenum Company and Is <br />.ss condition that It shall <br />Ipisd, lent or disposed of <br />for used for any other <br />h it Is specifically furnished <br />en consent of said Climax <br />180° RETURN BEND <br />i <br />a <br />a. <br />ISSUED <br />REV N3 <br />8' -0" <br />Y " <br />Y <br />SECTION <br />TYP <br />6" 0 GALV. STD. <br />STEEL PIPE W/ <br />FLANGE <br />6" 0 HDPE FLANGE <br />ADAPTOR FUSED <br />TO 42' HDPE PIPE, <br />W/ PP- COATED <br />BACKING RING <br />HANDRAIL POST BASEPLATE <br />DETAILS <br />0 2 4 8 <br />Scale It hdles <br />TRASHRACK SUPPORT REST <br />DETAILS <br />TRASHRACK <br />BARS (TYP,) <br />CIRMAW <br />SECTION <br />3 /e x 5" ANCHOR BOLT SS 316 <br />(4 TOTAL), HILTI KWIK BOLT II <br />OR EQUIVALENT <br />3" <br />1 <br />3" <br />2 <br />PLAN <br />2 4 8 <br />Scale h hdea <br />PLAN <br />4' --I <br />1• x �/ fi 0 BOLT <br />12 <br />HOLE (2 TOTAL) <br />r <br />L <br />3" 0 STD. GALV. STEEL PIPE <br />(OUTSIDE), WELDED TO <br />TRASHRACK 2 -3" x 6" x Y2" GALV. STEEL <br />BASEPLATE WI X"-THICK <br />2" 0 X- STRONG GALV. STEEL NEOPRENE RUBBER BACKING <br />PIPE (INSIDE), WELDED TO (50 - 70 SHORE A DUROMETER) <br />BASEPLATE <br />TRASHRACK HINGE PIPE CONNECTION O <br />DETAILS 4-03 <br />CORNING NCI. <br />0 2 <br />4 8 <br />Stale h Inches <br />%e' 0 BOLT HOLE <br />(4 TOTAL) <br />TY> <br />x 5Y2" ANCHOR BOLT SS 316 <br />(4 TOTAL), HILTI KWIK BOLT II <br />OR EQUIVALENT <br />REFERENCE <br />12 <br />4/ <br />ELEVATION <br />3 "x3' "GALV. <br />STEEL BAR THRU ALL BARS <br />(TYR) <br />1 I I <br />i <br />5 ,_ 0 „ <br />. <br />2' 3" <br />'16" 0 BOLT HOLE <br />(4 TOTAL) <br />90 °0' <br />S -0" <br />y t 2 <br />Scale It Feet <br />1" 0 GALV. STEEL RODS <br />3 <br />90 ° 0' —L41 <br />O CANAL/PIPE TRANSITION INLET TRASHRACK <br />PLAN VIEW <br />1 <br />t 4 -0v4" <br />VERIFY AS -BUILT <br />WIDTH OF INLET <br />STRUCTURE PRIOR <br />TO FABRICATION <br />ELEVATION <br />Henderson Ultimate Canal System <br />0 1 2 4 <br />Scale It Feet <br />3" x y2 GALV. <br />STEEL BARS <br />CANAL/PIPE TRANSITION INLET TRASHRACK <br />6 <br />Z <br />MDS <br />ML <br />12/29/05 <br />3/24/06 <br />Handrail and Trashrack ACCEPTEDET 12/29/05 <br />— Ix Molybdenum Henderson Mill <br />PaMalt Cdorado <br />Steel <br />Canal /Pipe Transition <br />SCALE <br />As Noted <br />DRAWING NO. <br />UC-4 -03 <br />