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Y� <br /> - -'--'- S "b N CONTOURS <br /> �-- �- EXISTING GROUND NTO o \ <br /> � __ � PROPOSED CHANNEL CONTOURS <br /> - .- <br /> PROPOSED CLOSURE CONTOURS <br /> DOMING ROADS/TRANS <br /> EXISi1NG CULVERT <br /> PROPOSED RI RAP <br /> - - <br /> ----:, 0 CHANNEL NJG14k19+Q <br /> \ __- - -_- O00°'�_ ------_-- ___ ` STILLING BASIN <br /> ---1-------------- (SEE NOTE 2) <br /> - - ---- <br /> --, --- 45 "ems <br /> _ 99 -- <br /> - <br /> EAST CRESSONF OSA <br /> -- --- _ <br /> SURFACE <br /> -� ---- /��/ \ - - - DWG PROPOSED ECOSA z -- 121 CHANNEL 2 .- 1. SEE DRAWING 520 FOR CHANNEL CROSS <br /> - � � SECTIONS AND DRAWING 525 FOR CHANNEL <br /> ` SIZE AND LINING TABLE. <br /> - --- <br /> __ 2. SEE DRAWING 530 FOR STILLING BASIN <br /> DETAILS AND SIZING AND LOCATION TABLE. <br /> 0 100 200 FEET <br /> 10400 10400 ECOSA CHANNEL 1(B) <br /> ALIGNMENT TABLE <br /> STATION NORTHING EASTING DELTA LENGTH RADIUS <br /> K:248 27 (D-M-S) (FT) (FT) <br /> LVC:8 57 K:8 '88 K:220.38 PC 6+06.26 61.225.06 45,179.29 010-13-13 84.37 473.01 <br /> PVI STA: 83.4 LVC:2 0.00 LVC:200.00 <br /> 10200 PVI :1 0 8.32 PA STA: 1+94.8 PVI STA:15+23. K:8.81 10200 <br /> PC 15+50.42 60,570.11 45,858.78 005-52-44 155.63 1516.74 <br /> UD <br /> PVI STA:20+39. <br /> o ^ n N N. PVI :9944. PC 20+38.89 60,199.69 46,176.88 031-38-02 48.69 88.18 <br /> ko N n n n <br /> �0 O +0 +O N� 1t0 N� O M <br /> VU V>U .. .. min c0� +O 00 Din <br /> 6ij N <br /> L) ( U 6i U �� � <br /> m U ULii <br /> 10000 -3'1 _ -2,g m� V) 10000 Z <br /> pz - _ pp <br /> GRADE BREAK A 0+00.0 K:417.54 - A a <br /> a GJ LVC:200.00 <br /> 0.EV 1002 .23 P POSED CHANNEL AT TOP PVI STA:9+73.0 CLOSURE RFACE W <br /> N w OF RI RAP PVI :9992.05 STILLING[14.6% <br /> BASIN <br /> N <br /> BV S: 8+73.04 <br /> o E: 9994.81 <br /> EVC : 10+73.D4 <br /> EVE 9989.77 9 <br /> 9800 800 <br /> i <br /> s <br /> a <br /> N <br /> O <br /> N f} r <br /> 3 9600 9600 <br /> Q',m �� "�n •�,°n m ry'' n m �m n m N N n o m N m n 9934.1 <br /> Q NO �n OO ^n 'n m N N O+Oi m1C �f �Oi mm Nf4 nh mm NCI n n m,p <br /> map map mm nn mm In N,� �►� 9934.09 <br /> 25$ o$ �_$ Dim °'m m0, rna, aQ, O1m m0, rna, 0ia O1m m0, rn0i 0, O1m 21+09 •••• <br /> a �0 0im rn W mm 0'm 0'm O1m m� man c1. 0.1 O1m °im O10i °irn <br /> i <br /> 0+00 2+00 4+00 6+00 8+00 10+00 12+00 14+00 16+00 18+00 20+00 <br /> 0 100 200 FEET 0 100 200 FEET STATION, (FEET) CLOSURE SURFACE ELEVATION PROPOSED GROUND ELEVATION <br /> 'w'A0i®BY: DISCLAIMER ' cuENT CRIPPLE CREEK AND VICTOR <br /> oN HORIZONTAL VERTICAL JN NEWFIELDS PRODUCED THE INFORMATION PRESENTED • ewFlelds GOLD 1lIRMG COMPANY <br /> o NO EXAGGERATION asOM slr: ON THIS DRAWING THROUGH THE USE OF AVAILABLE PROJECT <br /> % KC REENCE <br /> RECEMNG TCHNICAL ISDRAWI G DOES NOT RMATION AND GUARANTEEANY VLF/OSA CLOSURE DESIGN <br /> DESIDM t1Y: RIGHTS TO EITHER SUCH TECHNICAL INFORMATION OR <br /> JN EXPERIENCE. ANY MODIFICATION OR ADAPTATION OF TITLE <br /> 0 7HE DATA OR DRAWING SMALL BE AT USER'S RISK LAST CRESSON OSA CHANNEL 106.025A75P <br /> % A 11/oe/1st >esa®FOR +�G rr� DRWN SY: AND WITHOUT ANY UABIUfY OR LEGAL 1(B) PLAN AND PROFti.E <br /> a REV DATE DSSCEIMON TmH ENG JE RESPONSIBILITY TO NENTIEIDS. mil A <br />