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=4820 <br />= 4815 <br />4820 <br />- - = - - = 4825 77 p A / •, <br />- - 4830 - - `- <br />N: 1. <br />f_ 3311 <br />482` <br />4825 �-� <br />WATER <br />w <br />a <br />in <br />0 <br />i0 <br />1 <br />9 <br />FN <br />W <br />0 <br />a <br />W <br />rn <br />0 <br />U <br />z <br />z <br />0 <br />a <br />0 <br />z <br />U <br />46 <br />J <br />3' <br />481 <br />SPILLWAY -# 1 <br />SCALE: 1 " =50' <br />75.00' . 31 <br />65.00' <br />TER SURFACE <br />37.00' <br />BURIED 1.75' THICK LAYER <br />TYPE M RIP -RAP OR <br />APPROVED EQUIVALENT WITH <br />SECTION A -A 12" TYPE II GRANULAR BEDDING <br />N. T. S. <br />4831.0 <br />BERM - <br />BEYOND <br />5' <br />BURIED TYPE <br />'M' RIPRAP OR <br />APPROVED <br />EQUIVALENT <br />SLURRY WALL CUTOFF WALL <br />SECTION B -B <br />N.T.S. <br />CUT -OFF WALL <br />CONCRETE CUT -OFF WALL FOR <br />EMERGENCY OVERFLOW WEIR <br />N.T.S. <br />EL= 29.0 <br />EL: 6031.0 <br />I/' ,i <br />_ - 4820 ' _ <br />-' R Y W <br />- - <br />%zip 4�p7 C's �T�� <br />1�A <br />OVA <br />SPILLWAY # 2 <br />SCALE: 1"=50' <br />\� I <br />\ 1 <br />r <br />\ \ \ I\\ <br />J \ <br />If <br />F_ <br />3148984.10 I / <br />SPILLWAY # 3 <br />SCALE: 1"=50' <br />4dJV 80.00' 0.00' 80.00' 30.0 <br />- 70.00' 76.00' 34.00' <br />SURFACE <br />4827. WATER SURFACE 27.5 <br />4829.1 5 828.97 <br />I III -I <br />BURIED 1.75' THICK LAYER <br />4827. TYPE M RIP -RAP OR - - - - - 26.79 <br />4827.17 ... ... ... . <br />27'0 APPROVED EQUIVALENT WITH 4826. <br />12" TYPE II GRANULAR BEDDING 26.5 <br />SECTION C -C BURIED 1.75' THICK LAYER <br />TYPE M RIP -RAP OR <br />N.T.S. SECTION E -E APPROVED EQUIVALENT 1NTH <br />12" TYPE II GRANULAR BEDDING <br />N.T.S. <br />BURIED TYPE <br />4830.0 'M' RIPRAP OR BURIED TYPE <br />BERM APPROVED 'M' RIPRAP OR <br />BEYOND EQUIVALENT APPROVED <br />4827.5 EQUIVALENT <br />38' 36' 28' 32' BEYOND 24' 22' <br />EL= 27.0 - - <br />4 4 <br />EL= 26.5 <br />WATER SURFA 1� 4 2.5 <br />4819. 23.0 WATER SURFAC E 1 �1 <br />/ 4819.0 -,,� i -817.0 <br />v I `EX. GAS VERIFY DEPTH <br />CUTOFF WALL <br />PROPOSED PRIOR TO CONSTRUCTION <br />SLURRY WALL SECTION D -D <br />N.T.S. <br />8.68' 33.32 <br />1Er6027 <br />33.34 8.66' <br />7 E' l: 6029.5 <br />2'J J <br />3.0' <br />CONCRETE <br />CUT -OFF WALL <br />CONCRETE CUT -OFF WALL FOR <br />EMERGENCY OVERFLOW WEIR <br />N.T.S. <br />_wwld' CONCRETE) <br />CUTOFF WALL <br />PROPOSED SECTION F -F <br />SLURRY WALL N.T.S. <br />70.00' 76.00' 7 <br />5 EL 6026.5 <br />CONCRETE -/ <br />CUT -OFF WALL <br />CONCRETE CUT -OFF WALL FOR <br />EMERGENCY OVERFLOW WEIR <br />N.T.S. <br />6027.0 <br />C4 <br />1 <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 1' CONTOUR <br />5550 <br />PROPOSED 5' CONTOUR <br />5542 <br />PROPOSED 1' CONTOUR <br />X 5100.0 <br />PROPOSED SPOT ELEVATION <br />0 <br />W C° r <br />/ N E m <br />WT O Cn <br />'- m <br />U <br />w .s <br />Q yO .9 <br />2 <br />0 <br />N <br />4 <br />s_ <br />Cs <br />01 <br />OF <br />6i <br /><z <br />o� <br />EV <br />U <br />2 <br />5 <br />9 <br />Ell <br />Z <br />O <br />wifil <br />E <br />S <br />O�+Q <br />°' ` <br />f0 <br />CO <br />m <br />J <br />0 <br />Ewoic <br />Q <br />n.UuO0c0 <br />� <br />W <br />5 <br />im <br />❑000 <br />Q <br />U <br />2 <br />5 <br />9 <br />Y <br />U <br />Z <br />O <br />F <br />J <br />v ) <br />°' ` <br />f0 <br />CO <br />m <br />J <br />0 <br />Ewoic <br />Q <br />n.UuO0c0 <br />� <br />W <br />o�m <br />Q <br />J <br />o <br />z <br />o <br />Z <br />Q <br />U <br />� <br />Q <br />u <br />L <br />U <br />af <br />Z <br />J <br />0 0 25 50 100 <br />N <br />z <br />O <br />V) <br />rn <br />5 <br />SCALE: 1" = 50' <br />� <br />1n <br />Y <br />W <br />O <br />m <br />m <br />CALL UTILITY NOTIFICATION <br />Project: <br />Title: <br />'s <br />N <br />Scale: <br />HORIZ. 1" = 50' <br />VERT. 1" = 5' <br />CALL 2 BUSINESS DAYS IN ADVANCE <br />Date: <br />JUNE 2006 <br />e <br />� <br />Q <br />� <br />-0 <br />c <br />MEMBER UTILITIES. <br />File No. <br />Sheet <br />W <br />LJ <br />to <br />� <br />0 <br />Z <br />OUI <br />E4 <br />A\ <br />T <br />In <br />Cn <br />O <br />a) =CD <br />Ca <br />r ON U <br />w7 <br />0 <br />O C <br />asvaONNZ <br />N > O 0 <br />cmCO°O I <br />c O cORCO <br />w C) 0) o^ <br />oco ov <br />Onv31:Z <br />`V <br />.. <br />3 <br />U <br />��Yo X" <br />ac _i(LLL 3 <br />qltd? <br />v ) <br />°' ` <br />f0 <br />J <br />0 <br />Ewoic <br />Q <br />n.UuO0c0 <br />� <br />W <br />Q <br />J <br />Q <br />Z <br />Q <br />Z <br />af <br />Z <br />J <br />0 0 25 50 100 <br />N <br />V) <br />SCALE: 1" = 50' <br />ORIGINAL GRAPHIC SCALE <br />W <br />m <br />CALL UTILITY NOTIFICATION <br />Project: <br />Title: <br />CENTER OF COLORADO <br />�,1 o O oo °nGlj rC�j °{I n ('92) 7 <br />�J <br />Scale: <br />HORIZ. 1" = 50' <br />VERT. 1" = 5' <br />CALL 2 BUSINESS DAYS IN ADVANCE <br />Date: <br />JUNE 2006 <br />BEFORE YOU DIG, GRADE OR EXCAVATE <br />FOR THE MARKING OF UNDERGROUND <br />Job No. 3075 <br />MEMBER UTILITIES. <br />File No. <br />Sheet <br />SW1 of <br />SW1 <br />