2008-02-28_REVISION - M1977493 (5)

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30„ 150 LB. 30" 150 LB. SS BLIND 205 NATIVE SOIL BACKFILL. 12G LOCATING COMPACT TO MIN. 95% MAX. SLIP-ON FLANGE STD. PROCTOR DENSITY. WIRE GROUND TYPICAL CLEANOUT g37 123 24" FLANGE FLANGE (FUTURE CONNECTION DPE SURFACE DTAIL E POSITION INDICATOR ADAPTER AND (TYP 2) FOR MILL WATER LINE) P PE REF. DWG G05 VALVE EXTENSION BACKING RING INSIDE 5" Cl SOIL PIPE 200 PSI 221 8" SCH 40 PIPE (TYP3) 24" HOPE 7 3 30" FLANGE ADAPTER CONCRETE FILLED IIF GROUND SURFACE , " AND BACKING RING 200 PSI ;W3 3 fi 412 FLOW , , 6 IN. /,i va/%•? 2"HDPE >7/y?q2.• in - - - 6 0 - - -- . WATER LINE 702 GROUND 1 Yi" GRANNULAR BEDDING MATERIAL. 24" 150 L.B SURFACE 3'4- + CONSOLIDATE USING VIBRATING FIELD LOCATE 316 SS 3-0 G' MINPLATE COMPACTOR . WELD NECK ?-- 6'-0" TO DAYLIGHT ON wi FLANGE Et ?=E ,?EE= rn " " Er 4" LIME LINE FIBER OPTIC LINE TO DAYLIGHT 30 X 24 ? STD WT ?? 30" HDPE 3, 0" " (TYP 2) 6" MIN V-0"MIN. . ' " - . . 316 SS ha 30 316SS SDR9 5 -6 MIN TO DAYLIGHT ? + M 0 PI SCH 10 PIPE . REDUCER A (TYP) GRANULAR BEDDING MATERIAL CONCRETE ENCASEMENT " 6" ALL SIDES 24 FLANGE ADAPTER NOTE: 1) ALL 316 SS CONSTRUCTION. POSITION PIPES WITH MIN. W CLEARANCE AND BACKING RING (TYP 2) 2) BOLT HOLES TO STRADDLE CENTERLINE. FOR 2" AND 4" PIPES AND MIN. 6" CLEARANCE 4" BURIED SERVICE FOR 30" PIPE. PLACE BEDDING 18" BURIED VALVE (TYP 2) TO ACHIEVE NO VOIDS. SERVICE VALVE 311 n 24" TO 30" HDPE TRANSITION 275 2 BOLLARD 309 GENERAL ARRANGEMENT " 30 HDPE TRENCH SECTION 3 ELEVATION 24" AND 4" DRAIN DETAIL 0 4 8 12 0 4 8 12 S Scale in Feet Scale in Feet D 4 8 12 4" HOPE LIME LINE Scale in Feel 0 4 8 12 (TYP 2) Scale in Feel NOTE: THE 4" AND 2" LINES MAY BE INSTALLED ON EITHER SIDE OF THE SEEPWATER PIPE. IT MAY BE NECESSARY TO CROSS THE 4" LINES UNDER THE SEEPWATER PIPE AT SOME POINT ALONG THE PIPELINE. NATIVE SOIL BACKFILL. COMPACT TO MIN. 95% MAX. 12G LOCATING STD. PROCTOR DENSITY. GROUND W RE r 4" TEE 263 SURFACE 24 HOPE / P PE 276 4" HDPE FLANGE 239 ADAPTER AND EXISTING CANAL r r ri r /' / / E F " " BACKING RING 2 SERVICE ROAD /i r 24 X18 SS TEE EXISTING EAST / y, E (REF. DWG. M-02) TO DAYLIGHT INTERCEPTER CANAL (CLEAN WATER) PLACE SPOILS AWAY FROM VODTH VARIES INTERCEPTER CANAL TA 1+00 - _ TO DAYLIGHT - - ? - - - - 2" HDPE 6 0 AYUGHT _ WATER LINE 1 ?" GRANNULAR BEDDING MATERIAL. 7 '_7 CONSOLIDATE USING VIBRATING T-0 6^ PLATE COMPACTOR I SLOPE VARIES FIBER OPTIC LINE NOTE: " CONTRACTOR SHALL TAKE MEASURES NECESSARY 4 LIME LINE FIELD TO PREVENT THE FLOW OF SEDIMENT FROM THE (TYP 2) 6" MIN. V-0" MIN. 51 A.. LOCATE 4"CLEANOUT TRENCH EXCAVATION INTO THE CANAL. MIN. (TYP) 272 PIPELINE TRENCH 1/i' GRANULAR BEDDING MATERIAL POSITION PIPES WITH MIN. X CLEARANCE 24" HDPE FOR 2" AND 4" PIPES AND MIN. 6" CLEARANCE 30" HDPE TRENCH FOR 24" PIPE. PLACE BEDDING I TYP. sECnON ua1G INTERCEPT ER TO ACHIEVE NO VOIDS. 24" AND 4" DRAIN DETAIL ° s4 8 cale in Feet 1z 4 24" HDPE TRENCH SECTION "AN ELEVATION D 4 8 12 0 4 B 12 Scale in Feel Scale in Feel owx+np xa ssmpzeP This orawmgtogether with is parent ~- mo&a rft mm MeoEa. -s' REMMaa paz aewm R.-,d By Da ,e- W. Wb@Ww W, 6, w i wMepapenyofW.W.MTeekr&Assoaales,udess Q "e w sMM DCM a"w.a»IC.aeeMmaq "a"'+'"'a" D+?sn Sludge Management Project o 1 waterR sma w U z omen"i»emptedorsuperseded eyw,rtrenoWromrent RECORD to Z 6'D.Bfi OCY sum W-d Fo,GmeurAn x"w' DMwn I CGlnar Male CLIENT: Climax Molybdenum Co. -Climax CO w wanmeaea aardmrnermeaaa nrsnn.aMawm. DRAWING O o Q -41 Otw eMM R_ Pm g, w[ C wa #3 Dam S wat r P S t , w express COfldlfionlhefit slalnot be AptlJJILBC,MpB1 > Q eep e ump ys em =n?B DTaWInoNo U. w nauumMarryahenppoemannwnhaa OATE11l1107 w? Q Bxek Pipeline 1051.23.0 1 w.Bwam , - D3PS-C-04 speahanyNmiehedmmart U. pia wstlen --N of d il S i I A sad w W xmawr6Assoaaw. ect ons an Deta s MoME 3