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a A ® �B C D - F <br /> ' 3 DAM SEEP <br /> 1 - <br /> EXISTING <br /> CHANNELN" /- <br /> 6�WATER GRIZZLY_ <br /> i <br /> NORTH SEEPWATER COLLECTION! _ <br /> v - <br /> �" / CHANNEL CENTERLINE / ® ----` _ ~SOUTH SEEPWATER COLLECTION ' <br /> a ��� `�` "\ �. ,f _ --CHANNELCENTERLINE <br /> �` 6200 S.Ouebec Street <br /> 201E 12"DRAINAGEA � � 2018 8"BURIED HDPE C Greenwood-2770(,CDe)-. 0111 <br /> PIPE EXTENSION 3036994-394 pfax)�/"E� "�-_ _ 1 aoa�s4-3s46I�ex12018 12"DRAINAGE JPIPE EXTENSION ' - 2+00�' 3+00 - 4+0 EXISTING 18 BURIED HDPE CULVERT ip0 — =51 0+O00 _ 1+00 _.._2+ 0 3+00 �.. 4+00 4+5 6+0° CLIMAX MOLYBDENUM <br /> o1 <br /> ?_ �_ �/ .� COMPANY <br /> HENDERSON MILL <br /> -, <br /> a to v I r> aco <br /> ---- NEAR PARSHALL CO <br /> Cl) CO <br /> 2018 FOUNDATION —i— % <br /> DRAIN EXTENSION <br /> I _---- _ <br /> 1 - ` EXISTING BURIED HORIZONTAL DRAIN FILLED <br /> 2018 AS-BUILT DAYLIGHT <br /> ..___ . .WITH GROUT AND ABANDONED IN PLACE 2018 AS-BUILT DAYLIGHT g_ 3 - <br /> 2 <br /> PLAN VIEW o 80 160 240 2 <br /> SCALE:1"=80' SCALE IN FEET <br /> HENDERSON <br /> 8800 8800 3 DAM BUTTRESS <br /> also REV.1 DRMS COMMENTS <br /> o -050% 87so o APRIL 2020 <br /> 8780 . — 8780 F- <br /> w 8770 -- -- 8770 w <br /> w 87so w <br /> 8760 <br /> 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+25 <br /> NORTH CHANNEL PROFILE 0 30 60 90 <br /> SCALE:1"=30' SCALE IN FEET <br /> 8800 8800 <br /> 8790 I 8790 <br /> 3 0 8780 8780 z 3 <br /> 8770 j <br /> w 8760 <br /> w 8750 w <br /> 8750 <br /> 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 6+75 <br /> 3 <br /> SOUTH CHANNEL PROFILE o 30 so so SSUED FOR BIDDING — e <br /> w SCALE:1"=30' <br /> SCALE IN FEET HORIZONTAL DRAIN EXTENSION TABLE NOTES: 6/01/2018 <br /> HORIZONTAL DRAIN <br /> EXTENSION LENGTH ISSUED FOR CONSTRUCTION <br /> w 3.2 2018 AS-BUILT SURFACE 2'7 HD31 as.e6 <br /> 1 1 HD3-2 46.03 1. SEE SHEET 2 FOR LEGEND REVISIONS <br /> uD <br /> BUILT <br /> NNEL <br /> m 2 BOTH NORTH AAND SOUTH CHANNELS ALONG <br /> o HD3J 77.44NS No. DESCRIPTION DATE <br /> j HD34 77.78 <br /> PROFILES o0 AS-BUILT 11/162018 <br /> HD35 67.64 4 <br /> -. 4 15� Q REV.I DRMS COMMENTS 04/13202 <br /> EHD35 72.49 <br /> HD3-7 70.64 0 <br /> SECTION A 0 5 10 15 5INCH STAINLESS STEEL CASING , 0 <br /> SCALE IN FEET <br /> TWO 9-INCH-THICK LIFTS OF ASTM C33 , <br /> < MINIMUM 1 FOOT T TAILINGS <br /> AECOM PROJECT NO: 60605719 <br /> o COVER OVER UPSTREAM END FILTER SAND(LIGHTLY COMPACTED) � P_TRAP <br /> PLACED ON EXISTING GRADE PRIOR DRAWN BY: AWF <br /> 12 OF FILTER BLANKET TO BUTTRESS CONSTRUCTION ; DESIGNED BY: PAS <br /> — CHECKED BY: LY <br /> 2018 AS-BUILT SURFACE 4* <br /> _ ; ; DATE CREATED: 1025/1e <br /> EXISTING HORIZONTAL DRAIN j ———— —— >I PLOT DATE: 12202018 <br /> EXISTING GROUND SURFACE <br /> SCALE: AS SHOWN <br /> J* 2018 AS-BUILT SURFACE ACAD VER. 2013 <br /> go ---- SHEET TITLE <br /> SLOTTED PVC DRAIN PIPE ------ -------------- —>.---- aa�la <br /> s �_ 2018 AS-BUILT SEEPWATER—J 16 N s SEEP WATER <br /> FILTER SAND BLANKET 1.8 L— COLLECTION CHANNEL <br /> DAYLIGHT IN DOWN 1 1 COLLECTION CHANNEL <br /> EXTEND HORIZONTAL DRAIN, COUPLED WITH FERNCO STREAM SLOPE OF <br /> VARIES FROM 50 FT.TO 85 FT. MISSION-STYLE FITTINGS DETAILS <br /> z BUTTRESS 174" REV.1 DRMS COMMENTS <br /> TYPICAL HORIZONTAL DRAIN PROFILE (B) 0 5 10 15 <br /> 7 SCALE IN FEET APRIL 2020 <br /> A B I C I D E F I SHEET 7 OF 7 <br />