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<br /> <br />... <br /> <br />o <br />r . <br /> <br />50 100 <br />,~ . l <br />SCALE: <br /> <br />/ <br /> <br /> <br />o 50 <br />L:.:....'I. <br /> <br />100 <br />,} <br />SCALE: <br /> <br />200 <br />~ <br />1" = 100' <br /> <br /> <br /> <br />~ ..J'7) L <br />,LZ.,r <br /> <br />.I. <br /> <br />200 <br />) <br />1" = 100' <br /> <br />300 <br />J <br /> <br />48,000 N <br />53,000 E <br /> <br />+ <br /> <br />CP 9 #5 REBAR <br />SW CORNER KATTELL & CHEESEMAN <br />N 50862.56 <br />E 52661.91 <br />EL. 5011.99 <br /> <br />:< <br /> <br />~' <br />o <br />I <br />~ <br />C <br />I <br /> <br />(' <br />:< <br />, <br />~ <br /><.0 <br /> <br />I <br /><( <br />,... <br />,... <br /> <br />+>- <br />c.o <br /> <br />g 53,500 E <br />48,000 N <br /> <br />i- <br /> <br /> <br />6712 <br /> <br /> <br />i- <br /> <br />C;y~ <br />S ~S-".., <br />~ 'if44- <br /> <br /> <br />PC. W. ROW <br />N 50961.17 <br />E 53039.57 <br /> <br />?Ii <br />o <br />Ct: <br />'in <br />(J) <br />~ <br /> <br />'" <br /> <br />N 50,500 <br />E 53,000 <br /> <br />'" <br /> <br />PT. W. ROW <br />N 50550.54 <br />E 53048.74 <br /> <br />~ PT. CL. <br />~ N 50516,22 <br /> <br />~ <br /> <br />300 <br />J <br /> <br />~ <br />~ <br />..-p <br />.0 <br />.~ <br /> <br />-- <br /> <br />---------- <br /> <br />i- 52,000 N <br />52,500 E <br /> <br />i- <br /> <br />. <br /> <br />----- <br /> <br />~ <br /> <br />Cl <br /> <br /> <br />o <br />+ <br />o <br />o <br /> <br />i- <br /> <br /> <br />N 52267,15 <br />E 52460.70 <br />CONTRACTOR SHALL SET PROJECT MONUMENT <br />UPON COMPLETION OF CONSTRUCTION <br /> <br /> <br />?Ii <br />o <br />Ct: <br /> <br />PC. CL. <br />N 50992.84 <br />E 53132.02 <br /> <br />----- <br /> <br />N 52116.08 <br />E 52521.13 <br /> <br />- <br />+ <br />en <br />N <br />...., <br />o <br /> <br />~ <br /> <br />- <br /> <br />-- <br /> <br />If) <br />(J) <br />~ <br /> <br /> <br /> CURVE RADIUS LENGTH TANGENT DELTA <br /> C1 830,00' 365,89' 185.97' 25'15'28" <br /> C2 745,00' 315.52' 160,16' 24'15'57" <br /> C3 750,00' 563,23' 295,64' 43"01' 38" <br /> C4 400,00' 130.95' 66.06' 18'45'25" <br /> C5 357.33' 352.15' 191.86' 56'27'57" <br /> C6 250,00' 254.25' 139,35' 58'16'11" <br /> C7 650,00' 488.13' 256.22' 43'01'38" <br />52,000 N C8 560,00' 420,54' 220.74' 43'01'38" <br />+ 53,000 E <br /> <br />i- <br /> <br />N 51816.73 <br />E 52726,33 <br /> <br />~ <br />(Jl <br />o <br />o <br /> <br />.~ i- C2 <br />o <br />o <br />o <br /> <br />N 51673.33 <br />E 52880.43 <br /> <br /> <br /> <br /> <br />PC.E. ROW <br />N 51028.14 <br />E 53222.95 <br /> <br />'" <br />en <br />.n <br />" <br />+ <br />'" <br /> <br />N 51416,56 <br />E 53059,72 <br /> <br />CONSTRUCTION BASElINE <br />= EAST R.O.W, LINE <br /> <br />II <br />I- <br />(L <br /> <br />II <br />U <br />(L <br /> <br /> <br />~P5 CP 6 h... h... <br /><" KA TTELL A VE V) V) <br />h... C)V) h... V) <br />V) ~ h... CP 7 <br />~ l(j ~ ~ <br />~ ~ ~ <br />U ~ <br /> <br />h... <br />V) <br />>.... <br />~ <br />~ <br /> <br /> <br /> <br /> <br />'" <br />co <br /> <br />----- <br /> <br />'" <br />+ <br />" <br />'" <br />II <br />U <br />0_ <br /> <br />CP 7 #5 REBAR <br />NE CORNER KATTELL & MOFFAT <br />N 49978.53 <br />E 52693.12 <br />EL 5016.94 <br />CP 6 #5 REBAR <br />SW CORNER KATTELL & ANDERSON <br />N 49002.47 <br />E 52608.86 <br />EL, 5019.83 <br />CP 5 #5 REBAR <br />SE CORNER KATTELL & PERRY <br />N 48066.19 <br />E 52637.84 <br />EL. 5023.39 <br /> <br />/ <br /> <br />.7 <br /> <br />C5 <br /> <br />N 48808.88 <br />E 52996.73 <br /> <br />/ <br /> <br />'" <br />co <br /> <br /> <br />N 48134.65 <br />E 53471.35 <br /> <br /> <br />C6 <br />~ <br /><6 <br />CONTRACTOR SHALL SET PROJECT MONUMENT <br />UPON COMPLETION OF CONSTRUCTION <br /> <br />" <br />I- <br />(L <br /> <br /> <br />w~c ~NGIN~~~ING, INC. <br /> <br />1660 SOUTH ALBION STREET <br />SUITE 500 <br />DENVER, COLORADO 80222 <br />PHONE NO: (303) 757-8513 <br />FAX NO: (303) 758-3208 <br /> <br />DESIGNED JLW <br />DRAWN KB <br />CHECKED <br />REVISED <br />AS-BUILT <br /> <br />DATE 07-13-93 <br />DATE 07-13-93 <br />DATE <br />DATE <br />DATE <br /> <br />~ <br /> <br /><:>00 <br />~ <:>0'000 <br />t.. <:>'), <br /> <br />GJ <br />U1 <br /> <br />----- <br /> <br />53,000 E <br /> <br />+ <br /> <br />+ <br /> <br />+ <br /> <br />GJ <br />o <br />o <br />o <br /> <br />(,b. <br /> <br />o <br />o <br /> <br /> <br />CONSTRUCTION BASELINE <br />= EAST R.O.W. LINE <br /> <br />N 49848.49 <br />E 53025.50 <br /> <br />" <br />I- <br />(L <br /> <br />N 49976.47 <br />E 53050.29 <br /> <br />---------- <br /> <br />4 ,500 N <br /> <br /> <br />~ <br /> <br />----- <br /> <br />UPRR R. O. W. <br /> <br />& <br />,0 <br />, <br />I <br /> <br /> <br />U,.o"p ;f> <br /> <br />TOWN OF ERIE <br />COLORADO WATER <br />CONSERVATION BOARD <br /> <br />COAL CREEK <br />FLOOD CONTROL PROJECT <br />PROJECT NO. E-1723-91 <br /> <br />G3 <br /> <br />ISSUED FOR REVIEW 9/30/93 <br />ISSUED FOR. S:D 11/09/93 <br /> <br />PROJ,"CT NUMi:ER <br />#1723 <br /> <br />PROJECT CONTROL <br />DIAGRAM <br /> <br />DRAWING t~UM:JER <br />