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- LEGE bt ' NOTES: <br /> u <br /> z EXISTING GROUND CONTOURS 1 DRAWING <br /> GN525 FOR CHANNEL SIZE AND LINING AND <br /> TABLE.DRAWING <br /> EAR CRESSON PROPOSED CHANNEL CONTOURS <br /> 2. SEE DRAWING 530 FOR STILLING BASIN DETAILS AND <br /> OSA CLOSURE <br /> PROPOSED CLOSURE CONTOURS SIZING AND LOCATION TABLE. <br /> SURFACE <br /> EXISTING ROADS/TRAILS <br /> �.' PROPOSED TURF <br /> f _ REINFORCED MAT (TRM) <br /> 0+ ----_ _ / f �- ` ` -- PROPOSED RIPRAP <br /> PROPOSED CHANNEL <br /> ALIGNMENT / <br /> � EAST CRESSON <br /> OSA CHANNEL 7 ` -- `�•�� 4���/ �/ <br /> --"' <br /> - O E TNT <br /> i DWG 11 SQUAW GULCH <br /> �, <br /> 170 OSA CHANNEL � �SQI3AW/GULCH <br /> E gpsp � ASA CLOSURE <br /> D <br /> DWG SQUAW GULCH � SURFACE <br /> 212 OSA CHANNEL 1 ' <br /> STILLING BASIN vpi <br /> (SEE NOTE 2) <br /> 0 100 200 FEET <br /> 10800 10800 <br /> ECOSA CHANNEL 7 ALIGNMENT TABLE <br /> STATION NORTHING FASTING DELTA (D-M-S) LENGTH (FT) RADIUS (FT) <br /> PT 0+00.00 60,042.79 40.959.02 <br /> K:0.45 <br /> LVC:16.34 PT 0+00.00 60,042.78 40,959.02 <br /> 10600 PA STA. 24.3 10600 PC 1+93.91 59,849.80 40,977.93 022-49-52 404.83 1015.93 <br /> : 0483.54 <br /> z <br /> 0 BVCS: 0+16.08 0 <br /> a BVCE 10 6.64 < PT 5+98.74 59,449.72 40,937.15 <br /> EVCS: Ot 2.43 GRADE BREAK STA 9+58.0 <br /> EVCE: 10 3.44 ELEV 10471.86 PC 6+16.26 59,432.98 40,931.96 071-22-42 108.08 86.76 <br /> CLOSURE SURFACE STlLU14G BASIN PT 7+24.35 59,371.95 40.851.20 <br /> —37.9% PT 9+58.04 59,366.30 40.617.58 <br /> GRADE BREAK STA 0+00.0 PROPOSED CKANNE. GRADING TIE IN WITH <br /> 104DO ELEV — 104 2.73 AT BOTTOM F RIPRAP SGOSA CHANNEL 1 10400 <br /> am <br /> O, N m N m m 0 O m^ m,p m N ✓] n N ^ <br /> P T-0 20 <br /> O p p p 0 p O p 0 p p 0 p p p p <br /> O <br /> 0 0+00 2+00 4+00 6+00 8+00 9+58 <br /> CLOSURE SURFACE PROPOSED GROUND <br /> o STATION, (FEET) ELEVATION ELEVATION <br /> a <br /> N <br /> O 4 <br /> � 0 ',DO 2D0 FEET D 100 200 FEET V . �•••. <br /> s10 <br /> �' t <br /> HORIZONTAL VERTICAL ';�+ <br /> _•� 71 <br /> NO EXAGGERATION <br /> 0 <br /> APPROOFb BY: DISCLAIMER ..N ■ cUENT CRIPPLE CREEK AND VICTOR <br /> N JN NEWBELDS PRODUCED THE INFORMATION PRESENTED . ewFtelds GOLD MINING COMPANY <br /> 10 0 <br /> c clfTlffp BY: ON THIS DRAWING THROUGH THE USE OF AVAILABLE CE PROJECT <br /> id: <br /> K— RECEMTECHNINC THIS pDRAWING DOES NOT N AND IOGUARANTEE ANY VLF/OSA CLOSURE DESIGN <br /> DESIGNED SY; RIGHTS TO EITHER SUCH TECHNICAL INFORMATION OR <br /> JN EXPERIENCE. ANY MODIFICATION OR ADAPTATION OF TITLE <br /> A iL/08/Lo ISSUED FOR PE[Um71NG '� �` pRAWR 8Y: AND DATA <br /> OR DRAWING <br /> �R EAUSER'S RISK EAST CRESSON OSA CHANNEL 6 D R <br /> 1 oe.ozs.ozzP <br /> RET DOTE DESCRpnON TECH E:G JE RE5PONSIBIUR' TO NEWFIELDS. PLAN AND PROM 160 A <br />