2020-06-23_REVISION - M1977342 - Laserfiche WebLink

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A 'e rB C D F 3 DAM SEEP -------- WATER GRIZZLY EXISTING CHANNEL 0 , - , / �c NORTH SEEPWATER COLLECTIONZ AE Om CHANNEL CENTERLINE SEEPWATER COLLECTION CHANNEL CENTERLINE < (B\ i. .......... 6200 S.Quebec Street < 201'8 12"DRAINAGE Greenwood Village,CO 80111 303 694-2770(phone) of A --------- PIPE EXTENSION 30aZ94-3946 If.) 2018 18"BURIED HDPE CULVERT EXTENSION 7 2018 12"DRAINAGE (D PIPE EXTENSION- / / 2+003+00�_4+0 EXISTING 18"BURIED HDPE CULVERT _5'U0' s 0+00 1+00— + U -:3+000 4+00 4+53 6+00 j.— — ............... CLIMAX MOLYBDENUM J# �13 "I'll I __," 1 6�07 ? COMPANY, HENDERSON MILL C1.) 0M co (mo 777:7 2: ------- 19 L9 C0 " 0 NEAR PARSHALL, CO to — m 7 I ......... m 7 2018 FOUNDATION DRAIN EXTENSION EXISTING BURIED HORIZONTAL DRAIN FILLED -BUILT DAYLIGHT T 2018 AS A WITH GROUT AND ABANDONED IN PLACE —------2018 AS-BUILT DAYLIGHT y_J7 A 2 PLAN VIEW 0 80 160 240 2 SCALE:1"=80' SCALE IN FEET HENDERSON 3 DAM BUTTRESS 8800- .............. 8800 REVA DRIVIS COMMENTS LL 8790- -8790 Z APRIL 2020 0 8780 -0.50% 8780 — -— UJ 8770-- —.8770 8760- -8760 0+00 0,50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+25 NORTH CHANNEL PROFILE 0 30 60 90 SCALE:1"=30' SCALE IN FEET 8800- 8800 REGIx 8790 ....... OE reA- 3 Z 8780- -8780 z 3 0 -0.50% 8770 8 - w 8770760 8760 w_1 d 8750 8750 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 ISSUED FOR BIDDING 30 60 90 —E SOUTH CHANNEL PROFILE 0 SCALE:1"=30' SCALE IN FEET HORIZONTAL DRAIN EXTENSION TABLE NOTES: ISSUED FOR CONSTRUCTION 6/01/2018 HORIZONTAL DRAIN EXTENSION LENGTH DATE BY (FT) < 3.2 2018 AS-BUILT SURFACE 2.7 HD3-1 46+80 1. SEE SHEET 2 FOR LEGEND if— REVISIONS HD3-2 74.03 Ln HD3-3 77.44 2. AS-BUILT CHANNEL DIMENSIONS VARY FOR NO. DESCRIPTION DATE o BOTH NORTH AND SOUTH CHANNELS ALONG HD34 77.76 PROFILES AS-BUILT 11/162018 HD3-5 67,64 4 15'- 4 REV.I DIRMS COMMENTS 04/1312020 HD3-6 72.49 0 5 10 15 H03-7 70+64 rA 5 INCH STAINLESS STEEL CASING SECTION 4%, SCALE: 1-=5' % SCALE IN FEET TWO 9-INCH-THICK LIFTS OF ASTM C33o AECOM PROJECT NO: 606057 Z�l 19— MINIMUM 1 FOOT OF TAILINGS FILTER SAND(LIGHTLY COMPACTED) STREAM END P-TRAP DRAWN BY: AWE COVER OVER UP PLACED ON EXISTING GRADE PRIOR 40P OF FILTER J# I DESIGNED BY: PAS TO BUTTRESS CONSTRUCTION J# CHECKED BY LY # 2018 AS-BUILT SURFACE DATE CREATED 10/26118 J# PLOT DATE: 12202018_ % ——————————— ——- EXISTING GROUND SURFACE EXISTING HORIZONTAL DRAIN SCALE ASSHOVM ACAD VER 2013 400,& % 0 2018 AS-BUILT SURFACE T %4%b SHEET TITLE E 00 I —— ------ SLOTTED ————— —— PVC DRAIN PIPE E2 --——————-- -- ——————————— 1%, 2018 AS-BUILT SEEPWATER 5 SEEP WATER 5 % 000& ft LO FILTER SAND BLANKET 1.8 COLLECTION CHANNEL 1 1.6 COLLECTION CHANNEL _r DAYLIGHT IN DOWN EXTEND HORIZONTAL DRAIN, COUPLED WITH FERINCO STREAM SLOPE OF DETAILS VARIES FROM 50 FT.TO 85 FT. MISSION-STYLE FITTINGS BUTTRESS 12'A" L TYPICAL HORIZONTAL DRAIN PROFILE B 0 5 10 15 REV.1 DRMS COMMENTS 7 SCALE IN FEET APRIL 2020 SHEET 7 OF 7 A B C D E F