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\ 60' RCP <br />INV IN =4811.0 <br />N 1308179.33 \ \ EX. GAS LINE <br />E 3148557.09 % I / / <br />\ <br />N. 1308342.95 <br />E; 3148547.63 <br />216 LF RETE / <br />\\ \ I I I I I I CUT —OFF WALL / <br />f I / <br />\\ I l l l l l l f ^4-i / / i // / <br />/ / / / //E: 3148522.77 <br />N: 1308144.89 <br />E: 3148518.98 <br />ACCESS / <br />ROAD / <br />/ EX. WATERLINE / <br />60" RCP <br />I <br />NV =4809 <br />N 1308246.47 <br />E 3148706.78 \ <br />TYPE <br />M. \\ \ \ \ <br />V \ BURIED RIP -RAP <br />\ �\ SPILLWAY \ \\ \\ \ \ <br />PROPO D Y, cue <br />\ iii'! ■ ■■\ ■� <br />SE SLURR WALL �- <br />�/4� <br />4827 <br />0 <br />0 <br />w <br />a <br />N <br />V <br />a <br />0 <br />m <br />N <br />7 <br />0 <br />J <br />3 <br />J <br />H <br />w <br />❑ <br />J <br />a <br />w <br />U <br />F- <br />Z <br />W <br />w <br />W <br />O <br />a <br />w <br />Y <br />Z <br />0 <br />C) <br />U <br />z <br />z <br />0 <br />U <br />0 <br />n <br />Ii !� <br />SPILLWAY # 4 <br />SCALE: 1"=50' <br />SURFACE <br />Q+oo =1338 CFS <br />BURIED 1.8' THICK LAYER <br />TYPE M RIP -RAP OR <br />APPROVED EQUIVALENT MATH <br />12' TYPE II GRANULAR BEDDING <br />SECTION B —B <br />N.T.S. <br />BERM BEYOND <br />4827.0 <br />CONCRETE <br />CUTOFF WALL, <br />EL= 24.0 <br />BURIED TYPE <br />1 V RIPRAP OR <br />APPROVED <br />EQUIVALENT <br />SEX. WATER VERIFY DEPTH <br />PRIOR TO CONSTRUCTION <br />SEQ n0N D —D <br />N.T.S. <br />�N`•i ; 1 \11'111 111 1 11,1 <br />I l I I 1 I11 <br />1 11� <br />I I I�I� I I <br />- -- \\ ` \11 I lilt I �^ <br />�1 \111111111 \L! \II Ijllolf I llII l <br />1j�11 III1�1 I <br />"// <br />/SLURRY WALL <br />/�O // T.OM 4819.6 II <br />Ih II <br />�ll'j� <br />llll�l�llll <br />I ' El , BURIED <br />I <br />TYPE 'M' <br />1 1 I RIP -RAP <br />PERMANENT <br />WSE 4819'/ / <br />/ / <br />'STRUCTURE <br />(SEE DT2) <br />X30' <br />/ <br />N- 1309578.92 <br />E: 3152530.04 <br />r � / <br />/ <br />c / <br />/ <br />/ <br />/ <br />/ <br />/ <br />J <br />ACCESS ROAD / (I,, <br />r <br />SPILLWAY # 5 <br />SCALE: 1"=50' <br />WATER SURFACE <br />� 7 ELEV.-4821.7 <br />Q,00=2201 CFS <br />BURIED 1.8' THICK LAYER <br />OF TYPE M RIP -RAP OR <br />APPROVED EQUIVALENT NTH <br />SECTION C —C 12' TYPE II GRANULAR BEDDING <br />N.T.S. <br />SLURRY WALL <br />SECTION E —E <br />N. T. S. <br />BURIED TYPE <br />RIPRAP OR <br />APPROVED <br />EQUIVALENT <br />IA <br />C4 <br />I <br />WCR 28 <br />KEY MAP <br />N.T.S. <br />BENCHMARK: <br />BENCHMARK: 3 1/2" BRASS CAP IN CONCRETE <br />STAMPED "P 329 1951" AT NORTHEAST CORNER <br />OF HIGHWAY 66 AND WELD COUNTY ROAD 11, 34 <br />FEET NORTH OF CENTERLINE OF HIGHWAY 66 AND <br />3 FEET EAST OF POWER POLE. <br />ELEVATION = 4953.57 NAVD88. <br />L E <br />G E N D <br />~ —5550— — <br />EXISTING 5' CONTOUR <br />--5542--- <br />EXISTING V CONTOUR <br />5550 <br />PROPOSED 5' CONTOUR <br />5542 <br />PROPOSED V CONTOUR <br />X 5100.0 <br />PROPOSED SPOT ELEVATION <br />LU <br />>_ <br />co <br />N U) <br />ui <br />A <br />U Cm <br />W = <br />;y <br />2.r <br />N Q <br />li 2 <br />O <br />N <br />1 <br />J <br />cc <br />0 f <br />C) <br />t�f <br />ti E a? y <br />M Co <br />Zo9 <br />E y E U U d <br />a- u- <br />- 50 0 25 50 100 <br />SCALE: 1" = 50' <br />ORIGINAL GRAPHIC SCALE <br />CALL UTILITY NOTIFICATION <br />CENTER OF COLORADO <br />�=OOoOomg22=1g0007 <br />CALL 2 BUSINESS DAYS IN ADVANCE <br />BEFORE YOU DIG. GRADE OR EXCAVATE <br />FOR THE MARKING OF UNDERGROUND <br />MEMBER UTILITIES. <br />(n <br />mod <br />� <br />E� <br />s5 <br />E) <br />�_ <br />5- <br />z <br />ff� <br />�U <br />0 0 0 0 <br />�5m <br />�U <br />Y Z <br />0 <br />Q <br />M <br />IQ— y <br />m <br />U <br />QL <br />U <br />Z <br />0 <br />N <br />5 <br />w <br />m Y <br />O 0= <br />F m <br />of m <br />0 In <br />Of <br />Q -0 <br />C <br />W Cm <br />W W <br />O (n <br />Z <br />OUI ti <br />^` o <br />W 0 <br />LO <br />0)a) � O <br />.3 cOD�I U <br />J�NO W <br />J ° aco'N z <br />u�> OOj r <br />Its(mm0oI <br />c 0 0 0 0�yD .� J <br />cO 'c 0 ROD O <br />OLw L) a) cr- <br />IC L T7 .- 7 Cr <br />L O 7 O ..O U <br />L• .co 00 WMj <br />Ncn3Z" <br />Uco _)c 3 <br />\I/ <br />V I <br />Ld <br />Y <br />J p <br />Z Z <br />o <br />X Z <br />i _J <br />. 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LL_ <br />IT- <br />V/ <br />Project: I Title: <br />_J <br />Q <br />W <br />3 <br />J <br />V) <br />Y. <br />m <br />Scale: HORIZ. 1" = 50' <br />VERT. 1" = 5' <br />Date: JUNE 2006 <br />Job No. 3075 <br />File No. <br />Sheet SW2 of SW2 <br />