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EXISTING GROUND CONTOURS <br /> 71i v�"�- PROPOSED CHANNEL CONTOURS <br /> , 1\ ,� PROPOSED CLOSURE CONTOURS <br /> c c � - EXISTING ROADS/TRAILS <br /> 00 <br /> PROPOSED TURF <br /> REINFORCED MAT (TRM) <br /> PROPOSED RIPRAP <br /> DWG�'S1ST CRESSON <br /> SA crrMML-6 <br /> 160 O � � -- - _ STILLING <br /> ��^ � BASIN <br /> SEE NOTE 2( ) --- <br /> - <br /> - _ <br /> PROPOSED CIRANNEL ALIGNMENT <br /> WI*11 BACKFILL <br /> CLOSURE SURFACell <br /> he <br /> EAST CRESSON <br /> — - — - _OSA-LLASURE NOT ` <br /> y' -.. __--,-_.._ NOTES: <br /> SURFACE '' -t 1. SEE DRAWING 520 FOR CHANNEL CROSS <br /> c - SECTIONS AND DRAWING 525 FOR CHANNEL <br /> f- -_ SIZE AND LINING TABLE <br /> 2. SEE DRAWING 530 FOR STILLING BASIN <br /> DETAILS AND SIZING AND LOCATION TABLE. <br /> 0 100 200 FEET <br /> 10800 10800 <br /> ALIGNMENT TABLE <br /> 2.4 <br /> LVC9 5 80 STATION NORTHING EASfING DELTA (D—M—S) LENGTH (FT) RADIUS (FT) <br /> PVI STA:0+75.6 <br /> :10 2.25 .18 40 PT 0+00.00 60.077.67 40.959.60 <br /> L C:200.00 PT 0+00.00 60,077.67 40,959.60 <br /> PVI STA:6+35.0 <br /> 10600 DD PVI :10415.23 10600 PC 1+85.11 60.232.84 40,858.67 019-07-56 66.78 200.00 <br /> o 04 o a Pi 2+51.90 60,293.82 40,832.19 <br /> n <br /> > rn v n o PC 10+38.98 61,057.82 40,642.99 003-03-20 10.67 200.00 <br /> 1ii PT 10+49.64 61,068.24 40,640.71 <br /> a 1 i _ _ `-1 < PT 11+52.89 61,169.64 40,621.27 <br /> _ r CLOSURE SURFACE <br /> 10400 GRADE BREWA - 0+00.0 — — L — <br /> ELEV 1049 .02 �' 10400 <br /> rn <br /> ROPOSED CHANNEL GRADING J STILLING BASIN <br /> AT TOP OF RIPRAP GRADE BREAK STA 11+51.4 <br /> N ELEV - 10409.50 <br /> n <br /> 0 <br /> I <br /> 10200 10200 •..pc� <br /> ma o! <br /> N <br /> � <br /> o9 o n^ o <br /> N o <br /> O 01 N h N1 N N h N N N O I�t���••,i <br /> ^� ao a <br /> 0 0+00 2+00 4+00 - 6+00 8+00 10+00 11+53 <br /> CLOSURE SURFACE PROPOSED GROUND T4 <br /> 3 STATION, (FEET) ELEVATION ELEVATION <br /> 0 <br /> 0 100 200 FEET 0 100 200 FEET �������•••• <br /> 9 <br /> HORIZONTAL VERTICAL <br /> NO EXAGGERATION DISCLAIMER • CLIENT CRIPPLE CREEK AND VICTOR <br /> APPROV <br /> ED <br /> o NEWFEIDS PRODUCED THE INFORMATION PRESENTED • ewFlet GOLD DING COMPANY <br /> o CHWXMON THIS DRAWING THROUGH THE USE OF AVAILABLETECHN PROJECT <br /> s REcallr+c IT►"rFs°o w°iNCANoo°ESE"w c' AN1E><ANvVIF/OSA CLOSURE DESIGN <br /> DESIGNNRIGHTS TO EITHER SUCH TECHNICAL INFORMATION OR <br /> EXPERIENCE. ANY MODIFICATION OR ADAPTATION OF TILE <br /> a u/oe/1Y e1sD®ras Pclmrmla rar nDt THE DATA OR DRAWING SHALL BE AT USER'S RISK EAST CRESSON OSA CHANNEL 7106.025.023P <br /> REV DOTE DESCRTPTiON TECH ENG onAww RESPO AND WNSFI ITT'TO NEWFIELDSOUT ANY LWMJFY R LEGAL PLAN AND PR01IIL <br /> 170 0 1 9 <br />