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T.dwg, Layout2, 11/28/2011 10:07:40 AM, aedgett <br />4 <br />S89'55'3Q <br />64.25' <br />-P Outlat 16 <br />0.12 aerie <br />10 \ <br />k <br />2 <br />C3 <br />1 <br />11 <br />12 <br />20.00' <br />0 <br />DETAIL A <br />SCALE: 1 "=50' <br />1 <br />$r,,. ---VACATE <br />ILITYD 20' <br />UT <br />260o' EASEMENT <br />`'------ Tract L <br />SIJ4IM/T WZ-74/ DRIVE <br />r VACATED 30' <br />UnUTY <br />$ EASEMENT <br />Tract M <br />20.00' <br />Tract N <br />LOT 1 <br />LOT 3 <br />3 <br />1 <br />DETAIL C <br />SCALE: 1"=50' <br />4 <br />0.60 act <br />ocrrw 191.75' 'r <br />58955130"EO4 <br />1 <br />C8 <br />Oudot 13 <br />0.01 acres <br />589'55'27"E L36 <br />143.83' <br />C10 <br />r <br />I <br />TAKODA <br />FINAL SUBDIVISION PLAT FIRST REVISION <br />AND A REPEAT OF LOT 3 AND OUTLOT D, SUMMIT VIEW SUBDIVISION LOCATED IN THE SOUTHEAST <br />QUARTER SECTION 5, TOWNSHIP 1 SOUTH, RANGE 69 WEST, OF THE 6TH P.M., CITY OF LOUISVILLE, <br />BOULDER COLNTY, COLORADO <br />ill I Il 11 111 II III III I IIIIIIIIlllllllll I If III 11111111111 111III111 1111 II <br />11111111 I I1111111 1111 1 III IIIIIIIIIIIIIIIIIIIIIIII 111111 II II 111111111111111 II IIIIIIIIIIIIIIIIIIIIIIII1 1111 11111111 11 1111111111111111 II IIIIIIIIIIIIIII11 I II II 1111 <br />I 11 VIII 11 I I 1111 III III II III III III 11 11111 <br />14 <br />\\\ <br />\ <br />LI <br />L37 <br />5 <br />lip <br />22 <br />20 <br />�� <br />• v' <br />L35 <br />Outlot 14 <br />0.01 acres <br />1 -Li 3 <br />• <br />1129 <br />`J <br />L34 <br />PASCHAL DR/VE <br />40' CITY UTIUTY <br />EASEMENT <br />Block 9,Lot 1 <br />VACATED 30' <br />U11UTY EASEMENT <br />DETAIL D <br />SCALE: r=50' <br />50' <br />w <br />7 8 �Z <br />S <br />DETAIL B <br />SCALE: 1 "=50' <br />z <br />42.5 <br />EaTract N ..5$40.'3 2 <br />ac•s 8, <br />_.._S89. 5'52_"E <br />383.32''7 <br />Tract S J <br />30' CITY SANITARY <br />I 7 SEWER EASEMENT <br />r144- <br />VACATED 20' <br />SANITARY SEWER <br />EASEMENT <br />Block 9, Lot 1 <br />0' CITY WATER EASEMENT <br />(EXTENDED EASEMENT TO <br />ROW) <br />WALE <br />EASEMENT <br />Tract T <br />DETAIL E <br />SCALE: 1"=50' <br />LINE TABLE <br />LINE LENGTH BEARING <br />Li 5.86 N81 `42'56"W <br />L2 2.11 N31'31'18"W <br />L3 20.00 N31'31'18"W <br />L4 ,. 2.11 N31'31'18"W <br />L5 5.86 Ni 8'40'24"E <br />L6 5.85 N81'42'56"W <br />L7 2.11 531'31'18"E <br />L8 20.00 S3111'18"E <br />L9 2.11 531'31'18"E <br />Li 0 5.85 S18'40'24"W <br />L11 5.86 518'40'24"W <br />L12 2.11 N31'31'17"W <br />L13 20.00 N31 `31'17"W <br />L14 2.11 N31'31'17"W <br />L15 5.86 S81'42'56"E <br />L16 5.86 N18'40'24"E <br />L17 2.11 N31'31'17"W <br />L18 20.00 N31'31'17"W <br />1_19 ' 2.11 N31'31'17"W <br />L20 5.86 581'42'56"E <br />L21 6.57 500'04'30"W <br />L22 5.67 552'38'44"W <br />L23 2.22 500'04'30"W <br />L24 23.89 500'04130"W <br />L25 5.79 553'02'57"E <br />L26 37.80 N0737'28"E <br />L27 33.76 589'55'30"E <br />L28 <br />40.00 S00'04'30"W <br />L29 38.49 N89'55'30"W <br />1.30 37.12 50737'28"W <br />L31 22.00 N00'04'30"E <br />L32 22.00 500'04'30"W <br />L33 76.66 589'55'30"E <br />L34 87.81 N8510'10"E <br />L35 77.49 589'55'30"E <br />L36 50.85 589'55'30"E <br />L37 37.63 ;,. N85'30'10"E.. <br />L38 5.68 55210'01"W <br />L39 .2..22 500'04'08"W <br />1.40 20.00 500"04.08W <br />L41 2.22 S00'04'08"W <br />L42 5.68 S52'21'45"E <br />L43 22.12 N00'04'08"E <br />L44 30.00 589'55'30"E <br />L45 30.00 500'04'08"W <br />L46 30.00 589'55'30"E <br />L47 30.00 500'04'08"W <br />L48 4.41 N3737'31 "E <br />L49 0.66 50722'21"E <br />L50 0.66 507'22'21"E <br />L51 4.41 N52'22'29"W <br />Tract A <br />11'50'34" <br />R=525.00' <br />=16.88' <br />�. CH <br />8 <br />go <br />6=90'00'00" <br />R=15.00" <br />L=23.56' <br />CHB=N63'56'1 <br />CH=21.21' <br />DETAIL F <br />SCALE: 1 "=50' <br />10 <br />CURVE RADIUS LENGTH <br />Cl 14.50' 30.77 <br />C2 24.50' 63.46 <br />C3 14.50' 22.78 <br />C4 279.50' 6.11 <br />C5 279.50' 2.30 <br />C6 225.00' 3.21 <br />C7 4.50' 11.99 <br />C8 4.50' 14.14 <br />C9 4.50' 2.15 <br />C10 2.00' 6.28 <br />C11 9.00' 5.16 <br />C12 9.00.. <br />' 5.16 <br />CURVE TABLE <br />DELTA CHORD BEARING <br />12115'46" S2916'37"W <br />14874'14" N15'43`23" W <br />90'00'00" S7611'16"E <br />115'07" S0013'03"E <br />0'28'14" S01'24'44"E <br />0'49'00" 502'28'24"E <br />152'40'09" N761 5'35"W <br />180'00'00" S89'55'30"E <br />2719'51" S13'44'25"W <br />180'00'00" 500'04'30"W <br />32'50'12" N 09'02' 37"E <br />32'50'12" S23'47'35"E <br />CHORD LENGTH <br />25.31' <br />47.15' <br />20.51' <br />6.11' <br />2.30' <br />3.21' <br />8.75' <br />9.00' <br />2.13' <br />4.00' <br />5.09' <br />5.09' <br />LEGEND ON SHEET 3 OF RECORDED PLA T <br />SET 5/8" REBAR W/ALUMINUM CAP STAMPED <br />© "RMCS LS 34168" <br />FOUND 5/8" REBAR W/DB COLLAR <br />• FOUND REBAR <br />0 FOUND 5/8" REBAR W/ALUMINUM CAP <br />STAMPED "STADELE LS26300" <br />REWSED LEGEND: <br />INDICATES LOCA TION OF POINTS OF CURVATURE <br />AND INTERSECTIONS ALONG THE CENTERLINE AND <br />BOUNDARY OF PUBLIC AND PRIVATE ROADS AND <br />ALLEYS. <br />L, SET 5/8" REBAR W/ALUMINUM CAP STAMPED <br />"RMCS LS 28667" <br />O FOUND 5/8" REBAR W/DB COLLAR <br />• FOUND REBAR <br />Q FOUND 5/8" REBAR W/ALUMINUM CAP <br />STAMPED "STADELE LS26300" <br />DETAIL G <br />DETAIL H <br />SCALE: 1" 50' <br />z <br />0 <br />A� <br />a <br />FO <br />;;; <br />4tt <br />z <br />RYLAND HOMES <br />J <br />;IR0 <br />a) <br />z Cl) <br />a) 0o u <br />Qo 0) o 0 <br />>s. r0O11)'° co -i <br />o cuoccoo� ' c <br />a=o0o o <br />mc°cUco M 0 <br />U <br />o U F. u_ c <br />O 0 <br />N <br />00 <br />mm <br />ELI <br />N r <br />0 <br />00 <br />C'9 <br />mz <br />Fdi 6-1 <br />d p <br />E 1r a' „ <br />18g<i0 <br />a©a c.) <br />0 <br />I - <br />z <br />W <br />o2 <br />z <br />LU <br />2 <br />I - <br />z <br />W <br />F <br />© 0 <br />0 <br />--0 <br />Z <br />