Laserfiche WebLink
S <br />S <br />S <br />a <br />U <br />6 <br />0 <br />E <br />I <br />2 <br />S <br />10 <br />INSTALL RIPRAP D50 = 12" <br />AROUND STRUCTURE <br />O CANAL/PIPE TRANSITION INLET <br />PLAN VIEW <br />0 <br />2 4 <br />Scale b Feet <br />— 5' -3y4" <br />48" 0 HDPE <br />PIPE, DR 21 <br />48" TO 42" HDPE <br />ECCENTRIC <br />REDUCER, DR 21 <br />2' -0" -THICK RIPRAP <br />D50 = 12" <br />SOIL/BENTONITE CUTOFF, <br />MIX 5% BENTONITE (BY <br />WEIGHT) W/ NATIVE SOIL, <br />COMPACT TO 92% STD. <br />PROCTOR DENSITY <br />42" 0 HDPE <br />PIPE, DR 21 <br />CANAL TERMINUS <br />INVERT <br />6" THICK LAYER OF CLASS 5 BASE COURSE <br />COMPACTED TO 95% STD. PROCTOR <br />DENSITY. PROOF ROLL SUBGRADE AND <br />REMOVE SOFT OR OVERLY WET MATERIAL <br />Il i �I <br />111521/1111.11 L1 <br />r•..r % %r•.,r•..-_•,r ...._•.. _ <br />#5 L BARS '15" SPLICE <br />@ 12" O.C. ACROSS Q. <br />CANAL/PIPE TRANSITION INLET <br />2'_10 <br />SECTION <br />INSTALL ADEKA KBA- 1510FP ULTRA SEAL <br />WATERSTOP IN CENTER OF WALL KEY <br />(TYP.). INSTALL PER MANUFACTURER'S <br />RECOMMENDATIONS W/ MIN. 2" CLEAR <br />ON SIDES AND ENDS. <br />DETAIL <br />f — 2 ' -0 " — 1 <br />#5 BARS <br />@ 12" O.C. <br />6' -0" <br />#5 : RS @ <br />9 "0 C.. <br />2 .. <br />SECTION <br />CONCRETE WALL KEY (8" WALL) <br />0 4 8 16 <br />Scale in Feet <br />r 8" <br />#5 L BARS @ 12" O.C. <br />6 <br />24 <br />9' 7" <br />20" SPLICE <br />ADEKA <br />WATERSTOP <br />(TYP.) <br />2 4 <br />Scale In Feet <br />#5 BARS @ 12" O.C. <br />05 <br />1' -0" <br />CANAL/PIPE TRANSITION INLET <br />1' -6" <br />#5N BARS @ 12" O.C. <br />8" —1 3' -11y4 L_ 8" <br />1r BARS @ <br />.t� 1?" O.C. E.W. <br />ral kg <br />15' SP <br />43.4" DIA.I i el <br />5" SPLICE <br />OSS 4 L. <br />CANAL/PIPE TRANSITION INLET <br />SECTION <br />0 <br />180° RETURN BEND <br />BACKFILL TO WITHIN 2" <br />OF TOP OF WALL <br />48" 0 HOPE <br />PIPE, DR 21 <br />5'4y4" <br />2 4 <br />Scale in Feet <br />8' -0" <br />48" TO 42" HDPE <br />ECCENTRIC <br />REDUCER, DR 21 <br />#5 HOOPS <br />8" <br />#5 BARS @ 12" <br />O.C. E.W., E.F. <br />ye " <br />ye" <br />TYP <br />#5 BARS @ 12" O.C. <br />#5 L BARS @ 12" O.C. <br />6 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 />42" 0 HDPE <br />PIPE, DR 21 <br />0 <br />A <br />NO <br />DATE <br />WEDS <br />MOS <br />DNA B, <br />SMIA <br />sNN <br />APPROVED E a "UCTION BIDDING <br />RECORD <br />DEIINFICS <br />'This drawing together with any and all additions, <br />corrections. changes and alterations thereof is the <br />property of pins Mdlbdenum Company and Is <br />furnished on the express condition that It shall <br />not be reproduced, coplead 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 Climax <br />Mot)bd4num Company.' <br />2 <br />o. <br />ISSUED <br />11 110 NO <br />DINNING PO <br />Canal /Pipe Transition <br />Plan, Sections, and Details <br />CJECKED <br />ML <br />" S <br />MM <br />3/24/06 <br />12/29/05 <br />Henderson Ultimate Canal System <br />Concrete <br />Climax Molybdenum Henderson Mill <br />MDS <br />Psoi,a Calonoa <br />SGALE <br />12/29/05 <br />As Noted <br />DRAWING NO. <br />UC -3-04 <br />