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1 2 3 4 5 6 7 8 <br /> o* 2& <br /> A A� � t^o A <br /> Q tiU <br /> C9 � N <br /> 10610 <br /> 106 0 <br /> PROPOSED <br /> POLISHING PROPOSED <br /> PONO#3 <br /> STAND PIPE �63 STORMWATER SPILLWAY <br /> RIPRAP OUTLET GW-4 O <br /> +00 17+50 18+00 <br /> 1 <br /> 0 RIPRAP OUTLET <br /> B yrOQ B <br /> OUTFALL 002A <br /> m <br /> p q' <br /> C ,.jr00 C <br /> 10+50. 12+00 ---12-50 <br /> 11+00- --.11+50 ae. <br /> 5+50 <br /> 3+50 -.4-00 4+50 5+� <br /> PLAN <br /> w0Wo <br /> z o z o 0 50' 100, <br /> =o =o <br /> HQ F Q SCALE IN FEET <br /> Q H Q oi„���Yu{il� <br /> pl)RE <br /> 10660 _._. 10660 <br /> D <br /> Z � � p •O � D <br /> 10650 10650 �� •2���� �� � <br /> PROPOSED STAND • <br /> PIPE WITH s ,� <br /> CONCRETE BASE Ig.3 G.PO. ••��(�+� <br /> 10640 EXISTINAPPROG GROUND RIPRAP OUTLET ATIE 106a0 <br /> SURFACE --- -- RIPRAP <br /> � -------- -----,--------1---- -- _----- --------7SYSTEM <br /> -- �- OUTLET <br /> W 10630 1 10630 W <br /> PROPOSED <br /> SECONDARY z <br /> PIPE(S=-0.14%) ¢ 0 00.21/18 FINAL DRAWNGS FOR OSMI APPROVED BY BOB TK <br /> E W 10620 `^l A 10620 Ill <br /> REV DATE DESCRIPTION DRN APP E <br /> W 'r \\ W Geosyntec'� <br /> PPROXIMATE PROPOSED \ <br /> OLISHING POND#3;FINAL LINER \ Ourey SI vcr TO BE DETERMINED \\ COILSl1�T3i1TS <br /> 10610 _ _— 10610 P.O.BOX 56e <br /> APPROXIMATE l 5670 GREENWOOD PI_NA BOULEVARD,SUITE 540 1900 MAIN STREET,UNIT 1 <br /> GREENWOOD VILLAGE,COLORADO S0111 USA OURAY,COLORADO 814V USA <br /> EXISTING POND#3 PHONE:303.790.1340 PHONE:970.325.9830 <br /> TITLE'. <br /> PLAN AND PROFILE STA. 10+00 TO 19+50 <br /> 10600 10600 <br /> PROJECT. <br /> REVENUE-VIRGINUS MINE <br /> SITE <br /> 10590 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16450 17+00 17+50 18+00 18+50 19+00 19+50 90 OURAY,COLORADO <br /> F DISTANCE(FEET) F <br /> PROFILE FOR PROJECT TENDER OR NGMAYNOTBEISSUED DESIGN BY: DATE SEPT 201E <br /> CONSTRUCTION,UNLESS SEALED. DRAWN BY PROJECTNO.'. DE0293 <br /> 0 50, 100, 0 5' 10, <br /> CHECKED BY: FILE: <br /> HORIZ.SCALE IN FEET VERT.SCALE IN FEET <br /> VERTICAL EXAGGERATION=5K ..AIUAE REVIEWED BY: DRAWING NO.DAM : <br /> APPROVED BY: Figure 2 <br /> 1 2 3 4 5 6 7 1 8 <br />