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5120 5120 <br /> I' <br /> I <br /> 5110 1es- 35' - 5110 <br /> ------------------------------------------ <br /> ----------------------------------------------------------------------------------------------------------------------------------------- <br /> 5100 5100 <br /> .1\ <br /> 5090 1y.\� 5090 <br /> 2 z <br /> op 5080 1--44DI 5080 <br /> < CREST EL=5077.E a <br /> w ,N.v �<INV.EL=5073.E <br /> w 5070 <br /> 3 12"PERFORATED PIPE 5070 w <br /> _ _ _ __ _ _ _ _ _ _ _ _ __ _ _ 5 <br /> 5080 060 <br /> APPROXIMATE <br /> 5050 BEDROCK <br /> 5050 <br /> SURFACE <br /> 5040 5040-260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 40 -20 0 20 40 fi0 80 <br /> STATION 5+00 <br /> R <br /> 5120 5120 <br /> Q <br /> 5110 ~ 35 -' - - - 5110 <br /> ______________ ---------------------- <br /> ___________________________________________________________________________________________________________________________ <br /> 5100 SLOPE TO EXISTING MINE FLOOR 1 1 --100, - 35-7 <br /> 5100 <br /> 41 <br /> 5 <br /> 5090 v' 5090� <br /> z1 40' - z \ 7 HEIGHT VARIES v5 <br /> is nr:ocr: <br /> O 5080 CREST EL=5081.1 5080 OF <br /> I- H:VI INV.EL--W77.0 <br /> w 5070 3.1` 12"PERFORATEO PIPE 5670 w — — <br /> DEWATERING TRENCH DEWATERING TRENCH <br /> 080 ... <br /> 5080 5 (AS NEEDED) <br /> APPROXIMATE) TYPICAL EXCAVATION DETAIL <br /> 5050 BEDROCK <br /> SURFACE 5m <br /> 0 20 40 <br /> 5040 040 SCALE IN FEET <br /> •260 -240 -220 -200 -180 -160 -140 -12D -100 -80 -60 -40 -20 0 20 40 60 80 <br /> STATION 12+00 <br /> slzo slxo <br /> IL <br /> I <br /> 5110 —36— 5110 <br /> ------------------- <br /> 5100 5100 <br /> �J <br /> ^5090 �5 �� _________L____ ________________ <br /> _______________________________________________ <br /> I-�- ALIGN SLOPE OVER CE <br /> 40' - I�OF KEY TRENCH,OR <br /> 5 z CREST EL=5083.3 E-1 FURTHER INTO THE EXISTING <br /> 0-5080 INV.EL=5079.4 5080 F MINE <br /> = 4 1 N 12'PERFORATED PIPE F� <br /> 5070 9 5070 w REMOVE WEATHEREDEL=5083 <br /> ry BEDROCK,SCARIFY AND <br /> S _ _ _ _ _ _ _ _ _ _ _ T _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ COMPACT SURFACE �1 I VARIES \�J\ <br /> 0 1 I ,5`� <br /> i APPROXIMATE <br /> 5050 BEDROCK 505o <br /> T SURFACE � 4' <br /> 5040 5040 T <br /> -260 -240 -220 -200 •180 .160 -140 •120 -100 AO -60 -40 -20 0 20 40 60 80 6' It- <br /> STATION 19+OO�C TYPICAL SLOPE LINER DETAIL <br /> 5120 5120 0 20 40 <br /> Q SCALE IN FEET <br /> 5110- 5110 <br /> 0 <br /> 1 35' - 5100 <br /> _____ <br /> f5090 ---------------------- 5090 <br /> - <br /> z 40 - p <br /> n a>5080 ��CREST EL=5077.3 <br /> uj J\ INV.EL=5073.2 <br /> b W 5070 5070 W <br /> 1y. 8"SOLID PIPE <br /> _ __ _ _ _ _ _ _ _ _ _ _ _ 5060 <br /> u APPROXIMATE) <br /> 5050 BEDROCK 5050 HATCHERY PIT PHASE 2 SLOPE LINER <br /> SURFACE <br /> REVISIONS <br /> 5040 5040 NO. DESCRIPTION DATE BY Cross Sections <br /> -260 -240 -220 -200 -180 -160 -140 -16 -100 -80 -60 -40 -20 0 20 40 60 80 <br /> 1 OWNER REVIEW NOV 2018 CJH <br /> STATION 27+OOrD 2 AGENCY REVIEW NOJ 2018 CJH D E E R E & A U L T 500 S.AIR-RD., A,3U EM5 <br /> LONOMONT,CO BOSOB <br /> TEL]Bl.BSt.t BBB FA%303 851.1068 <br /> 0 20 40 DESIGNED BY: CJH APPROVED BY: CJH 11OBNO. SHEET: <br /> $ SCALE IN FEET DRAWN BY: fTR DATE: NOV 2018 <br /> EEE5 °xa7.oza.°o 7 of 13 <br /> CHECKED BY: CJH SCALE:AS NOTED <br />