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- - - - — -- - -- — — -- -STA-197+67 <br /> �— — — - TRANSITION— <br /> S - <br /> - jX?TING <br /> REDUCER— <br /> DWG. <br /> Q1EVtVVEST- F 416) _ — — — <br /> �� ACCESS VENT/OVERFLOW <br /> INTERCEPTOR _ WEST INTERCEPTOR <br /> (60"CHDPE) — 0�AIP)— — — — — — — — _ MANHOLE (48"DIA.CHDPE) <br /> — — — — — — (REF.DWG.414) <br /> — 8- - -. - - - - - - _ <br /> FLOW _ ' ' — 10, FINAL GROUND SURFACE <br /> NEWWEST (MOUND ROAD FILL OVER 48"DIA. <br /> ��� INTERCEPTOR PIPE TO ACHIEVE MIN.COVER) <br /> (60"DIA.CHDPE) 1'-6" <br /> WEST INTERCEPTOR 1� <br /> I I > 15 <br /> — — — — — — — — — — — <br /> 48"CHDPE I I <br /> ACCESS VENT/OVERFLOW i I <br /> ROAD I I <br /> 15H:1V I I 115HAV - <br /> I I <br /> I I <br /> — — — — — — — <br /> — — — — — — _ FLOW ACCESS <br /> — — — — — — — — — — — — — — — — — — — — MANHOLE TRANSITION EXISTING <br /> r- — — — — — — / \ (REF.DWG.414) STEEL REDUCER INTERCEPTOR <br /> — — — — — -- — I — — NOTE' PIPELINE(50"CMP) <br /> I I — <br /> ---_._......_. --.._.............._.. --- I—.._..--- \ PIPE BEDDING NOT SHOWN. <br /> _ _ _ _ _ _ _ I _ \ <br /> — — — — — — — — — — — — i — — _ _ _ \--' \\ \ �� / TRANSITION STRUCTURE <br /> SECTION <br /> 12"D50 — — C — — — — — I T -� \ �� 0 2 5 10 is <br /> RIPRAp- — ^- �- '-- — — — / I \ / Scale in Feet <br /> (FIELD FIT) I -I // / <br /> -- / <br /> 9EOLB�1OW PE '1 J Jr <br /> \\ <br /> — — ---- ✓Y <br /> 6 COfYGRETE �/ "� — --- — — - <br /> - T�IRUST BLOCK I j��- _ [ \\ 2.6 <br /> _. <br /> 30' _ <br /> .-� .--..---- VARIES <br /> — — — — — - - <br /> - 410 APPROX.EXISTING f MIN. <br /> GROUND 4, - <br /> 1 TRANSITION STRUCTURE <br /> PLAN VIEW <br /> 12"D50 RIPRAP, <br /> 0 5 10 20 30 MIRIFI 18ON GEOTEXTILE TO 2'THICK <br /> scale in Feet APPROVED EQUIVALENT <br /> OVERFLOW OUTF_ALL <br /> 48"45" SECTION alo <br /> �I CHDPE ELBOW MSHA BERM/CONCRETE BARRIER o 2 5 o is <br /> IN, ACCESS AS REQ'D Scale in Feet <br /> u \ ROAD <br /> \ (MIN.COVER) <br /> g \ <br /> SLOPE GROUND <br /> - - - - \ AS REQ'D <br /> FLOW \ <br /> E \ <br /> & \ <br /> MIN.SLOPE 1% <br /> TRANSITION I \ <br /> STRUCTURE 48"22 ' \� <br /> s (REF.DWG.414) CHDPE ELBOW \ CONCRETE <br /> 3' THRUST BLOCK <br /> 48"CHDPE \ <br /> & NOTE: PIPE SECTION \\ <br /> PIPE BEDDING (TYP 2) <br /> (6"GRAVEL ALL SIDES) \ 6 <br /> NOT SHOWN. <br /> 90"CHDPE APPROX.EXISTING�7 <br /> TRANSITION STRUCTURE ELBOW GROUND \ <br /> SECTION alo \ <br /> x <br /> 0 2 5 to 15 <br /> 3 Scale in Feet <br /> 6 <br /> 8 N0 °A� ""0E� 01I0 a'' "Ihfs drawing together with any and alf additions, to REFeiE"'cE Climax Molybdenum Climax Mine <br /> 5 asrzarzole reM sew ssu®coRaio corrections, changes and alterations thereof is the cccg��� `w M1 INTERCEPTOR REHABILITATION PROJECT <br /> Z 0 property of Climax Molybdenum Company and is o �/,I.`.�X Molybdenum Climax,CO <br /> o Q furnished on the express condition that it shall w A Freeport-McMoRan Company WEST INTERCEPTOR CULVERT REPLACEMENT(PHASE D) 9/1/16 s.." <br /> ,q not be reproduced, copied, lent, or disposed of Z DCM As Noted <br /> j directly or indirectly, nor used for any othx w 3700 S.INCA STREET sr DRAWING NO. <br /> 'g w purpose than for which it is specifically furnished ¢ �� W.W.WHEELER ENGLEWOOD,Ca 801 10-3a0s TRANSITION STRUCTURE SMM 12/1/16 <br /> Q without the prior written COnae/It Of said Climax W �f. 6 A••OCIATE/,INC 303-761-4130 .ccmrm er 3-520-00410 <br /> Molybdenum Company" w.1..wso.�""E"a"..•, EA><303-761-2802 CIVIL PLANS,SECTIONS,AND DETAILS ... Qo <br />