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- ---------------- <br /> <br />- <br />N t <br />/ <br />PRECASTCO <br />CR€TEF ND <br />SECTION WI CAST <br />-I N-P LAGS 0' v 10 <br />- <br />? _ 1 <br />CO <br />t GRE.TE OLL7R \ °s <br />EXISTING <br />- <br /> <br />. 6 RRUGATEA H E CULVERT PIPE <br />S-13 <br />MIXBOX <br />- jREF.THE <br />' \ = --- <br />-- <br />GE <br />r <br />---_- <br />- - <br />SCHAR <br />_ ULVERTD <br />` - - TO MIX BOX. <br />_ -- --- --- --- (REf. €TTHISQWG)- <br />y <br />---- <br />------ ----- <br />10690 <br />t <br />-- ° <br />\ IT23122505\, E -- i <br />--- <br />-- ----- - <br /> <br />( FINAL) 10700 <br /> <br /> <br /> <br />. <br />RRUGAT <br />D <br />1 \ j <br />E <br />. <br />60 CO <br />°6'95 . <br />r v <br />BQW <br />6 ?E <br />J <br />l / <br />v HDPE 3 <br />L <br />.. 1 1I <br />r <br />1 PUMPS ATION <br />I- <br />BACKFILL. COMPACT NATIVE SOILS TO MIN. <br />FINAL <br />95% STD. PROCTOR DENSITY AND INSTALL ROADWAY <br />SURFACING AS SHOWN ON THE SITE PLAN. <br />COVER <br />DEPTH T <br />VARIES 1--&- <br />TRENCH SIDE SLOPE AS DICTATED <br />BY SOIL CONDITIONS AND MSHA/ <br />OSHA REGULATIONS. <br />FILL W1 GRANULAR BEDDING TO <br />SPRINGLINE. CONSOLIDATE <br />USING VIBRATORY PLATE. <br />60" CORRUGATED <br />HOPE CULVERT <br />?30 -{ <br />CULVERT TRENCH <br />TYPICAL SECTION 513 <br />0 1 2 4 6 <br />Scale in Feet <br />1 TENMILE TUNNEL CULVERT <br />PLAN VIEW <br />0 5 10 20 30 <br />Scale in Feet <br />STD. FES TRASHRACK. INSTALL <br />PER MANUFACTURERS <br />906 RECOMMENDATIONS. <br />STABILIZE BOT. AND <br />SIDES OF CHANNEL <br />@ INLET WI ROCK <br />I- - 3'-D; -- INSERT HDPE CULVERT <br />PIPE INTO FES BELL AS <br />i( FAR AS POSSIBLE. <br />/ I I <br />_? I r <br />I I <br />I I <br />I I <br />I I <br />I I <br />INV. 101,688.6 SLOPE. 5FThT <br />U.U 44,U C7 <br />V-0. <br />r------- <br />"d li Il \Ie e <br />60" PRECAST CONCRETE <br />FLARED END SECTION <br />60" CORRUGATED <br />HDPE CULVERT <br />CONCRETE TRANSITION COLLAR. <br />REINFORCE W1 #5 BARS @ 12- D.C., E.W. <br />402 <br />REMOVE EXISTING CONCRETE INLET <br />APRON. EXPANSION JOINT @ CONNECTION <br />- TO MIX BOX - NO SAWCUTTING REQUIRED. <br />I I <br />CONCRETE MIX BOX <br />CONNECTION COLLAR 401 <br />EXISTING CONCRETE <br />MIX BOX <br />- - 8'-0" <br />I <br />I <br />I <br />I <br />I <br />#5x 16" LONG REBAR DOWELS. INSTALL R <br />12" O.C. ON BOT. AND SIDES. ANCHOR <br />INTO rYlgTIN(; r.ONCRETE WI EPOXY. <br />PIPEBACKFILL - COMPACT <br />SELECT NATIVE SOILS TO 95% <br />STD. PROCTOR DENSITY. NO <br />ROCKS LARGER THAN 2" TQ BE <br />IN CONTACT WI PIPE. <br />6" MIN. BEDDING <br />BENEATH PIPE <br />EXISTING GRATING <br />SEAL JOINT W9 <br />SIKAFLEX-15LM <br />BY SIKA. <br />INV. 10,688.0 (FIELD VERIFY) <br />EXISTING CONCRETE <br />MIX BOX <br />?4 12" <br /> CULVERT INLET CULVERT DISCHARGE TO MIX BOX n <br /> A CULVERT DISCHARGE TO MIX BOX <br /> SECTION S'13 Z <br />v AN Vl- SECTION S33 <br /> 0 1 2 4 6 <br />Sale in Feet <br />0 1 2 4 6 0 1 2 1 6 <br />Scale in Feet <br /> Scale in Feet <br /> ? W. W. WMelw Oed ftwwatS4 II <br />File Ft-d RemN By Dm <br /> msm?mrl ???h??Ne?? a? hC dse MAa ay cm. By REMeRMe _ <br />R Dei Climax Sludge Management Project -` uloterRftour, asESgineers <br />oea ? Deign aab ? <br />M <br />r <br /> is Blep9perfydW.WWfieekr4ASSatiales Mdess 0 UfAle eMM D- RekuKbrCOnlemreMEiq Wrm a <br />eYoa <br />St. sc 0- su sae CineR We <br />W <br />e <br />Mn <br />b <br />n <br />RECORD <br />Z <br />e <br />xM -M <br />CLIENT: Climax Molybdenum Co. - Climax, CO <br />Z ena9r <br />. <br />ya,I <br />oth-;see-Wee.awv?eaee <br /> <br />DRAWING <br /> <br />Q <br />1 <br />1201 <br />8 <br />OOM Onev'W <br />-M R-. <br />CM8 <br />nm x+rE epl 196 <br />#3 Dam Seepwater Pump System <br />W wdhlhedsntaiNdinlheldbbbdt pis AmsMdalha m , <br />Drawing No <br />w express anddien that snap not be reprod-d, aped. <br />112107 <br />DATE j .sebmm?ma r 1051.23.01 <br />Tenmile Tunnel Culvert <br />D3PS-S <br />13 <br />U. <br />W r,or used Manyother purpose than MlNichiis : 0 - <br />- <br />weeRFy <br /> =oam RxN:na whart the w e axmen mnuW a Plan, Sections, and Details <br />AS Noted S <br /> said W. W Wheebr4ASmcares, <br />