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A B C D E F <br /> 8950 <br /> A=COM <br /> EXISTING GROUND SURFACE <br /> 6200 S.Quebec Street <br /> Greerrwood Ex 303 94 21 llage,00 111 <br /> 61 <br /> 770(phone) <br /> O 1 1 303-6943"6(fax) <br /> 8900 -- -- <br /> 3 DAM CREST <br /> SEE NOTE 1 PIEZOMETER <br /> 4y.1v ————— <br /> CLIMAX MOLYBDENUM <br /> 0 <br /> co co uI COMPANY, <br /> 8850 $w INC-18-H2 <0Dm ° w_� HENDERSON MILL <br /> LL I 3y 1 N w N w W NEAR PARSHALL, CO <br /> Z \ I GH-2 <br /> 0MINIMUM 1 FTOFCOVER -------------- <br /> -- ��— — <br /> a OVER UPSTREAM END I -- -- ----------- ----- -----3y-1� z <br /> OF FILTER BLANKET I <br /> w I 2019 AS-BUILT SURFACE v <br /> 8800 - f _ STAGE I FILTER SAND BLANKET f <br /> FINISHED GRADE DAYLIGHT IN DOWN STREAM <br /> ORIGINAL GROUND I DESIGN SURFACE SLOPE OF BUTTRESS <br /> 2 SURFACE(1974) I 2 <br /> I <br /> - -- - - - -- - --- -- HENDERSON <br /> 8750 — ——— — — —— — __) 3 DAM BUTTRESS <br /> TWO9-INCH-THICK LIFTS OFASTM REVA 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 <br /> 8950 <br /> 3 3 <br /> I <br /> w �- <br /> Z 8900 <br /> ISSUED FOR BIDDING <br /> 2 I MTE <br /> U <br /> H <br /> Q <br /> 012016 <br /> ISSUED FOR CONSTRUCTION 6/E � <br /> PIEZOMETER <br /> STAGE I 8850 <br /> i <br /> FINISHED GRADE REVISIONS <br /> o G-2 TWO 9-INCH-T ICK LIFTS OF ASTM DESIGN SURFACE I �, NO. DESCRIPTION DATE <br /> C33 FILTER SAND(LIGHTLY Z <br /> COMPACTED)PLACED ON EXISTING o o AB SLIGHTLY SHALLOWER THAN 3:1 0 ® AS-BUILT 1v162018 <br /> _ GRADE RIOR TO BUTTRESS rco <br /> - °p ~ <br /> 4 CONSTRUCTION a.0 a0 FILTER SAND BLANKT w 4 <br /> Q AS-BUILT 10252019 <br /> E °D w DAYLIGHT IN DOWN TREAM <br /> E o w w © REVA DRMS COMMENTS 04113202 <br /> F-2 N w w SLOPE OF BUTTRES <br /> 8800 <br /> JA TYP HORIZONTAL DRAIN E-2 SEEPWATER COLLECTION CHANNEL Q <br /> 4 <br /> 3y.1V ^��\\ �EXISTING GROUND SURFACE AECOM PROJECT NO: 60605719 <br /> ��_—� — -- /�y ------------- —� --���� DRAWN BY: AWF <br /> i <br /> DESIGNED BY: PAS <br /> CHECKED BY: LY <br /> 3 — --_— 8750 <br /> MINIMUM 1 FT COVER 2018AS-BUILT SURFACE —__—_ DATE CREATED: 1025n8 <br /> PLOT DATE: 12202018 <br /> 3 OVER UPSTREAM END <br /> OF FILTER BLANKET ACAD VER SHONM <br /> 9 ORIGINAL GROUND <br /> 2013 <br /> o SURFACE(1974) SHEET TITLE <br /> E <br /> i .______._ - ____._..__r .._.._.._....... ..__.__.. ___ ---- 8700 <br /> ! 5 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 5 <br /> u BUTTRESS PHASE I <br /> a GENERAL NOTES: SECTION 2 FONT. <br /> SECTION 2 <br /> CO <br /> a <br /> z SCALE: 1 =30 2 0 30 60 90 <br /> 1. THE 2019 CRESTLINE SURVEY WAS NOT PROVIDED TO REV.1 DRMS 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 — A P R I L 2020 <br /> --- — <br /> A B C D E F SHEET 3 OF 7 <br />