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<br />CORRECTED PLAT
<br />CHERRYWOOD
<br />A PART OF SECTION Ie, T. IS., R.E9W., OF THE Gth P.M.
<br />CITY OF LOUISVILLE, COUNTY OF BOULDER, STATE OF COLORADO
<br />O 0
<br />o
<br />114 95
<br />``Ltn 3N 00° 351 55 W
<br />;.. 75.80
<br />3
<br />N
<br />55.00
<br />54.85
<br />SOUTH
<br />N
<br />N 00°35'55" W 431.51
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<br />56 7;
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<br />A=17`55k10��
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<br />L=:15.88'
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<br />CENTER OF NW 1/4,"
<br />SEC 18, TIS, R69W
<br />6th P.M.
<br />(FND 2 I/2"ALUM. CAP)
<br />28
<br /><rJ
<br />09444' y4„
<br />100.00
<br />N 06°33'29" W
<br />100.00
<br />N 03°22'24" W
<br />100,00
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<br />15.31
<br />N 00°58'49" W
<br />100.00
<br />50'
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<br />M 12
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<br />SHEET 20F 2
<br />MATCH LINE SEE SHEET 1 OF 2
<br />TRACT
<br />9.391 ACRES
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<br />4 O5
<br />TRACT "E"
<br />1250 SC. ET.
<br />20,
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<br />19.211, ,
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<br />1ff L 0 1 r 4 L
<br />21
<br />2,2
<br />Ino, 00 E
<br />TRACT "D"
<br />3.928 ACRES
<br />75' PSCO ESMT-
<br />o
<br />05
<br />i' 0
<br />' e
<br />} 0h
<br />J6 4) o "
<br />2v �
<br />F° 18
<br />.60
<br />L6 SF
<br />�S
<br />2'
<br />"3
<br />2"% 90� '0°
<br />S
<br />C 0'
<br />0
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<br />ce
<br />98
<br />24 42
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<br />11(
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<br />tt4 IL.
<br />010.
<br />9p,\,\-\""
<br />0.▪ 1
<br />59.70
<br />r111" F
<br />213.75
<br />6.7
<br />0
<br />co co
<br />co
<br />CC
<br />cn
<br />N 71 -
<br />N 89'54'49" W
<br />35 '10 35.00
<br />co
<br />PkErAF<ED BY
<br />MOUNTAIN CONSULTANTS
<br />TRACT "B"
<br />8.888 ACRES
<br />1-0
<br />CO
<br />N 89° 28' 47" E
<br />30 ACCESS AND DRAINAGE EASEMENT
<br />NAME DELTA
<br />01
<br />C3
<br />C5
<br />C6
<br />C7
<br />C8
<br />C9
<br />010
<br />015
<br />017
<br />C23
<br />2°32 06
<br />15°45 59
<br />08°57 19
<br />20°38 36
<br />61°05 11
<br />36°08 36
<br />90000
<br />05°28
<br />15'
<br />56'
<br />19'
<br />47'
<br />12'
<br />05'
<br />00'
<br />24'
<br />04'
<br />20'
<br />53'
<br />11'
<br />06'
<br />05'
<br />51°38'13"
<br />CURVE TABLE
<br />TRACT "C"
<br />29.590 ACRES
<br />2280.541 )e
<br />EAST LINE OF W1/2, SEC.
<br />75' PSCO
<br />RADIUS
<br />600.00
<br />600.00
<br />750.00
<br />750.00
<br />750.00
<br />750.00
<br />750.00
<br />175.00
<br />175.00
<br />150.00
<br />150.00
<br />150.00
<br />150.00
<br />1135.00
<br />1135.00
<br />1135.00
<br />1135.00
<br />175.00
<br />175.00
<br />175.00
<br />250.00
<br />450.00
<br />300.00
<br />7.0
<br />0
<br />lo
<br />Co
<br />OD
<br />ARC LENGTH CHORD BEARING CHORD
<br />26.55
<br />165.11
<br />117.23
<br />270.22
<br />799
<br />473
<br />314
<br />282
<br />249
<br />161
<br />211
<br />84
<br />21
<br />214
<br />235
<br />354
<br />108
<br />246
<br />135
<br />351
<br />175
<br />.62
<br />.11
<br />.65
<br />.07
<br />.30
<br />.24
<br />.16
<br />.53
<br />.25
<br />.37
<br />.62
<br />.39
<br />.31
<br />.08
<br />.00
<br />.51
<br />.68
<br />175.83
<br />225.65
<br />405.56
<br />115.80
<br />LIJ
<br />01
<br />-J
<br />N 25°15'32" E 218.07
<br />N 64°42'06" W 391.97
<br />TRUE PO/NT OF
<br />BEGINIVING
<br />285.00'
<br />12
<br />TRAc
<br />1/4 CORNER,
<br />SEC. 18, TIS,R69W
<br />2.
<br />
|