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6'-0" <br />=Ti =i n = ;1. <br />-11 =!l ! <br />t3 Ye" YELLOW <br />REFLECTOR (TYP.) <br />O TYPICAL ROAD DELINEATOR <br />INSTALLATION DETAILS (NOT TO SCALE) <br />BOLLARD, 8" 0 STD. STEEL PIPE, <br />CONCRETE - FILLED, PRIME AND <br />PAINT SAFETY YELLOW <br />CONCRETE ENCASEMENT <br />6" ALL SIDES <br />NOTE: INSTALL DELINEATORS ALONG NON - BERMED <br />EDGES OF THE CANAL ACCESS AND HAUL ROADS <br />(BOTH SIDES), FIELD FIT TO PROVIDE 3 VISIBLE <br />DELINEATORS AT ALL POINTS ALONG THE CANAL <br />ROADS AND WITH A MAXIMUM SPACING OF 200'. <br />POSTS SHALL BE UNIFORM FLANGED CHANNEL SECTION <br />(U-SHAPE) MADE FROM HOT - ROLLED STRUCTURAL <br />STEEL, RE- ROLLED RAIL STEEL, OR NEW BILLET STEEL, <br />HAVING A MIN. YIELD STRENGTH OF 30,000 PSI AND A <br />MIN. TENSILE STRENGTH OF 50,000 PSI. <br />CDOT CLASS 5 TYPICAL POST <br />AGGREGATE <br />BASE COURSE <br />6' -0" <br />7 O SAFETY BOLLARD <br />TYPICAL SECTION (NOT TO SCALE) <br />Ys" BOLT, NUT, <br />AND WASHER <br />DELINEATOR REFLECTORS <br />GROUND <br />SURFACE <br />DETAILS (NOT TO SCALE) <br />�— 2• — ) 1 y8 <br />15 %6" -- I H- % <br />O DELINEATOR POST <br />DETAILS (NOT TO SCALE) <br />TYPICAL <br />REFLECTORS <br />APOLLO 1500 SOLAR <br />POWERED GATE OPERATOR <br />FROM DOOR SPECIALTIES <br />OR APPROVED EQUIVALENT <br />CAP AND <br />TACKWELD <br />4'-0" <br />2'-0" <br />CONCRETE ENCASEMENT <br />8" ALL SIDES <br />O TYPICAL GUARDRAIL <br />INSTALLATION DETAIL (NOT TO SCALE) <br />6" <br />Q Y6" <TYP <br />Ys <br />14 "LONG WOOD <br />BLOCK SPACER <br />STD. CDOT W -BEAM GALV. <br />GUARDRAIL W/ FLARED <br />TERMINAL SECTIONS <br />%" x 18" MOUNTING <br />BOLT (TYP.) <br />CDOT CLASS 5 <br />AGGREGATE <br />BASE COURSE <br />TYPICAL WOOD <br />GUARDRAIL POST <br />8 " 0xY2" STEEL <br />ANCHOR PALTE <br />L <br />PRESSURE -TREAT IN <br />ACCORDANCE W/ AASHTO <br />M133 <br />%" 0 HOLE THROUGH <br />POST AND BLOCK FOR <br />3B" MOUNTING BOLT <br />O GUARDRAIL POST AND BLOCK SPACER <br />PLAN DETAIL (NOT TO SCALE) <br />NOTE: INSTALL GUARDRAILS IN UEU OF MSHA BERMS <br />AT WETLANDS FROM UTE CREEK TO THE BARGE <br />ROAD AS SHOWN ON UC -2 -10 THRU UC -2 -13 AND <br />ALONG THE CANAL SIDE OF THE HAUL ROAD FROM <br />STA. 236+00 TO THE END OF THE CANAL. <br />20" x 14" SIGN, <br />18-GA. GALV. <br />STEEL <br />LOCKING PIN -\ <br />i> t3Y4" YELLOW <br />REFLECTOR <br />(TYP. 4) <br />NOTE <br />ALL STEEL, UNLESS GALV., SHALL BE PRIMED TO 3 MILS DRY <br />FILM THICKNESS W/ TT -P -31 RUST INHIBITING PRIMER AND <br />PAINTED TO 4 MILS DRY FILM THICKNESS W/ TWO COATS OF <br />POLYAMIDE -EPDXY PAINT BY TNEMEC OR SIGMA, <br />PITTSBURGH PLATE GLASS (PPG) CHARCOAL GREEN <br />(EQUIVALENT FEDERAL No. 24097) OR SIMILAR COLOR. <br />TYPICAL ROAD GATE <br />INSTALLATION DETAILS (NOT TO SCALE) <br />24 "x 12 "x Y" STEEL <br />PLATE W/ REFLECTIVE <br />TAPE (TYP. 2) <br />6" 0 STD. STEEL PIPE, <br />CONCRETE - FILLED, PRIME AND <br />PAINT SAFETY YELLOW <br />CAUTION <br />UN- BERMED <br />ROAD <br />TYP <br />3" 0 STD. STEEL PIPE <br />FILL W/ CONCRETE <br />10 "x 6 "x Y2" GALV. <br />STEEL HINGE PLATES <br />W/ 3 HOLES <br />8" 0 x%" GALV. <br />STEEL HINGE PLATE <br />18'-0" <br />8' 0" <br />3 / s " X 2%" ZINC - PLATED EYEBOLT <br />W/ SHOULDER (TYP.) <br />34e GRADE 70 DOT - TED) <br />ZINC - PLATED ' TEEL CHAIN <br />BETWEEN POS S, ±18 •" LONG <br />O TYPICAL CHAIN GATE <br />DETAILS (NOT TO SCALE) <br />8'-0" <br />2 "x 2"x Yi HSS <br />SQUARE TUBE <br />TYP <br />3 "x 3'x Y4" HSS <br />SQUARE TUBE <br />TYP <br />NOTE: CONNECT CHAIN TO EYE BOLTS W/ 3is" <br />THREADED CHAIN CONNECTOR ON ONE SIDE <br />AND 316" SPRING SNAP ON THE OTHER <br />FOR LOCKING PIN <br />3" 0 STD. STEEL PIPE <br />FILL W/ CONCRETE <br />12" 0 STD. STEEL <br />PIPE W/ CAP <br />20" x 14" SIGN, <br />18-GA. GALV. <br />STEEL <br />3" 0 STD. STEEL PIPE <br />7 FILL W/ CONCRETE <br />8 "0xY "STEEL <br />ANCHOR PALTE <br />UM. SY <br />MOS <br />MOS <br />MOS <br />ORTE <br />WINN <br />SAY <br />SAW <br />SWIM <br />RBARKS <br />RELEASED FOR CONTRACTOR BIDDING <br />APPROVED FORCVNSmucnON <br />RECORD ORM/MGM <br />'This drawing together with any and all additions, <br />corrections, changes and alteration thereof is the <br />property of Climax Alolpbdenum Company and Ls <br />furnished on the express condition that It shall <br />not be reproduced copied lent, or disposed of <br />directly or indirectly, nor used for any other <br />purpose than for which It le specifically furnished <br />without the prior written consent of sold Climax <br />Aldibdenum Company." <br />8 <br />a <br />a <br />ISMJED <br />REV Ma <br />[ARNIM MS <br />Henderson Ultimate Canal System <br />Civil <br />Guardrails, Gates, and Delineators <br />Details <br />Climax Molybdenum Henderson Mill <br />Pashal. Colorado <br />MDS <br />" <br />ML <br />L <br />SMM <br />3/9/06 <br />3/17/06 <br />3/10/06 <br />As Noted <br />DRAWING NO <br />UC-2 -05 <br />3 <br />