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a <br /> A B C D E F <br /> 8950 m om <br /> a 6200 S.0uebec Street <br /> o EXISTING GROUND SURFACE <br /> Greemvood Village,CO 80111 <br /> 303 694-2770(phone) <br /> O 1 1 303-694-3946(faz) <br /> 0 8900 <br /> 3 DAM CREST <br /> SEE NOTE 1 PIEZOMETER <br /> 4y 1V ----- m00 <br /> CLIMAX MOLYBDENUM <br /> w ry a co COMPANY, <br /> aeso N W INC-18-H2 ¢00 <br /> w_� __ ___ HENDERSON MILL <br /> w N w w NEAR PARSHALL, CO <br /> ` I 3N:11r N w w <br /> GH-2 <br /> O INIMUMIFTOFCOVER - - 3y. _----- w <br /> OVER UPSTREAM END I -- ----------- ----- ------�- -,----- --_- z <br /> > OF FILTER BLANKET I <br /> w I <br /> w 2019 AS-BUILT SURFACE v <br /> 8800 <br /> STAGE I FILTER SAND BLANKET � <br /> FINISHED GRADE DAYLIGHT IN DOWN STREAM <br /> ORIGINAL GROUND DESIGN SURFACE SLOPE OF BUTTRESS 2 <br /> 2 SURFACE(1974) <br /> I <br /> — —— — — — �— — — — — — — — — — — — — <br /> - - - - - - - - - - - - - - HENDERSON <br /> - - — — <br /> - - - - - - - - - - - — — 3 DAM BUTTRESS <br /> 8750 __. <br /> TWO 9-INCH-THICK LIFTS OF ASTM REV.1 DRMS COMMENTS <br /> C33 FILTER SAND(LIGHTLY APRIL 2020 <br /> COMPACTED)PLACED ON EXISTING <br /> GRADE PRIOR TO BUTTRESS <br /> CONSTRUCTION <br /> 8700 <br /> 0+00 1+00 2+00 3+00 4+00 5+00 6+00 <br /> STATION <br /> SECTION 2 <br /> sCALE: 1 =30 2 �,Qo REGIS <br /> ��0•'ME <br /> 3 8950 3 gyp•vgP Fyy�F� <br /> i <br /> i <br /> ONAL <br /> w <br /> Z ( ISSUED FOR BIDDING <br /> 'J MTE BY <br /> U <br /> H <br /> Q <br /> ISSUED FOR CONSTRUCTION 6/01/2018 <br /> an er <br /> PIEZOMETER <br /> z STAGE I 8850 REVISIONS <br /> _-- <br /> FINISHED GRADE <br /> G-2 TWO 94NCH-T IICK LIFTS OF ASTM DESIGN SURFACE <br /> NO, DESCRIPTION DATE <br /> C33 FIL TER SAND(LIGHTLY z <br /> COMPACTED)P CED ON EXISTING o o AB SLIGHTLY SHALLOWER THAN 3:1 O AS-BUILT 11J762018 <br /> GRADE RIOR TO BUTTRESS m 00 n ¢ 4 <br /> 4 - Q FILTER SAND BLANKT > Q AS-BUILT 1025R019 <br /> CONSTRUCTION w <br /> E m w w DAYLIGHT IN DOWN TREAM w <br /> F-2 N W _i © REVA DRMS COMMENTS 04/13/2020 <br /> ti SLOPE OF BUTTRES <br /> 8800 Q <br /> M TYP HORIZONTAL DRAIN E-2 SEEPWATER COLLECTION CHANNEL <br /> EXISTING GROUND SURFACE AAEECOM PROJECT NO: 60605719 <br /> -- -- -- /J --� DRAWN BY: AWF <br /> — <br /> — � -- DESIGNED BY PAS <br /> 8750 CHECKED BY: LY <br /> DTE <br /> 10/25118 <br /> MINIMUM 1 FT OF COVER 2018 AS-BUILT SURFACE PAOr DAEETeo. 12rzorz016 <br /> OVER UPSTREAM END <br /> SCALE'. AS SHOWN <br /> OF FILTER BLANKET <br /> o ORIGINAL GROUND AcaD vER 2013 <br /> SURFACE(1974) SHEET TITLE <br /> E <br /> 8700 <br /> 5 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 5 BUTTRESS PHASE I <br /> U <br /> GENERAL NOTES: SECTION 2 CONT. SECTION 2 <br /> c� SSE: , —30 2 0 30 60 90 <br /> 3 1. THE 2019 CRESTLINE SURVEY WAS NOT PROVIDED TO R EV.1 D R M S COMMENTS <br /> AECOM.THE CREST SHOWN ON THE CROSS SECTIONS ARE SCALE IN FEET <br /> BASED ON AN AVERAGE ELEVATION OF 8,883 FT FOR 3 DAM AP R I L 2020 <br /> A B C DI E IF SHEET 3 OF 7 <br />