|
T
<br />w
<br />DRAWING
<br />t
<br />CC
<br />Ld
<br />0 CD
<br />;;
<br />LU
<br />CD
<br />VI >-
<br />LIU I --
<br />Ci
<br />LU • CC
<br />OC LU
<br />• 7.73
<br />CD
<br />c�
<br />CO • i
<br />..€.-•
<br />O CD
<br />• CC
<br />r --
<br />r-
<br />ON
<br />0
<br />• Li -
<br />POINT OF BEGINNING
<br />S 08°.09'45'
<br />90.51'
<br />S62° 10'13"W
<br />9.23'
<br />CURVE DATA
<br />CH= S23°37'2411W(35.52')
<br />A = 77005141"
<br />R = 28.50' I
<br />L = 38.35'
<br />S89°16'52 "W
<br />RECEPTION NO. 626776
<br />400.41'
<br />N89° 16'52"E
<br />102.05 103.001
<br />WASHINGTON AVENUE
<br />Ri
<br />E = 7.49'
<br />S 14°55127"E
<br />18.49'
<br />S09°32
<br />31• 83
<br />co
<br />co
<br />4..... 12.37 ' 3 .00 „
<br />4
<br />CITY OF LOUISVILLE
<br />8
<br />N 00'07"E
<br />51.94'
<br />tc.) 63. 00'
<br />Ar cit
<br />27.34'
<br />Fl NAL P LAT
<br />CENTENNIAL
<br />REPLAT
<br />A REP LAT OF CENTENNIAL 8,
<br />AND A PORTION OF HARPER
<br />LAKE REC. NO. 626776
<br />N CURVE DATA
<br />\ CH= N 57°21'30"W ( 237.64')
<br />R =265.001
<br />N 30 °43 08RW
<br />24
<br />co
<br />0
<br />130.53'
<br />4
<br />4.
<br />27
<br />.90
<br />McCASLI N
<br />105.00.
<br />5
<br />0
<br />i1.r.:1 -N8 1°50'15 is w
<br />ccir1.1 15' UTILITY 1 -r -
<br />(NI EASEMENT
<br />-
<br />N81050' iv
<br />W
<br />6 Ai
<br />so
<br />0
<br />7
<br />N 840 39 03 1,bif
<br />81 UTILITY
<br />O EASEMENT
<br />100.67
<br />S 85° 50150'1.W
<br />8
<br />9
<br />25
<br />cr co
<br />rai Nag
<br />isJ 1_
<br />o
<br />0
<br />co
<br />o
<br />-02
<br />re) Ar
<br />rri
<br />0 44
<br />NI
<br />0 OD
<br />st
<br />28 .S58.005:383:490.9"3:-\ S
<br />9055 00 :: .. w 48 i..1 5 9 . 9 3
<br />i9 N co
<br />a 0 ..,a votslo s\30
<br />tk
<br />01
<br />3‘104-
<br />5' UT I LITY
<br />EASEMENT
<br />to
<br />17.001
<br />CURVE DATA /
<br />0 TE : 17'99.3;8'
<br />(DI
<br />18
<br />N41°56'22"E
<br />86.54'
<br />® \S'N 84°22'18 "E
<br />70.00' CURVE DATA
<br />R = 165.00'
<br />38
<br />31.28'
<br />.sslz 03.6
<br />\ 39
<br />•
<br />CURVE DATA /
<br />R = 15.00'
<br />°ITT COUNCIL CERT
<br />THIS
<br />OF LOOISVILLX
<br />56.13'
<br />/ S40°03'47
<br />S 46°46'52"W
<br />14 20.287
<br />N46°46'52"E
<br />23,59'
<br />CURVE DATA
<br />R 420.00'
<br />E = 0.03'
<br />T = 4.67'
<br />i PLANNING COENIESION TigICATE
<br />APPROVED THIS 1.26 AY °PSIS/7001C 1
<br />COMMISSION Of T I cm or LOUISVILLE, COLORADO'. . RESOLUTION
<br />Otte \
<br />CLERK AND RECORDER'S CERTIFICATE
<br />69 60.00
<br />CENTENNIAL 3
<br />STATE OF COLORADO)
<br />COUNTY OF BOULDER)
<br />IAEREBY CERTIFY THAT Tilp PLAT WAS FILED IN OFFICE O'CLOCK
<br />S PAID
<br />CORDER DEPUTY
<br />SURVEYOR'S CERTIFICATE
<br />I, ROBERT ORTHMAN, A.DULY REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF
<br />COLORADO, DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF CENTENNIAL 8,
<br />REPLAT A, WAS MADE BY ME AND THAT THE ACCOMPANYING PLAT ACCURATELY REPRESENTS
<br />THE RESULTS OF A SURVEY MADE UNDER MY SUPERVISION AND HAS BEEN PERFORMED IN
<br />ACCORDANCE WITH COLORADO STATE LAW.
<br />14/141/7197
<br />R B T ORTHMAN
<br />COLORADO REGISTERED PROFESSIONAL
<br />LAND SURVEYOR NO. 15315
<br />N60°06'31"W
<br />70.00'
<br />N 29°53'29"E
<br />63 00'
<br />•
<br />60 30 0
<br />SCALE IN FEET
<br />LOT AREAS
<br />LOIT
<br />60
<br />120
<br />AREA (S.F.)
<br />1
<br />2
<br />3
<br />4
<br />5
<br />6
<br />7
<br />8
<br />9
<br />10
<br />11
<br />12
<br />13
<br />14
<br />15
<br />16
<br />17
<br />18
<br />19
<br />20
<br />21
<br />22
<br />23
<br />24
<br />25
<br />26
<br />27
<br />28
<br />29
<br />30
<br />31
<br />32
<br />33
<br />34
<br />35
<br />36
<br />37
<br />38
<br />39
<br />40
<br />41
<br />42
<br />43
<br />7342
<br />7304
<br />9822
<br />7931
<br />7140
<br />7140
<br />6898
<br />6713
<br />7706
<br />7831
<br />7563
<br />6426
<br />6514
<br />6444
<br />6905
<br />8650
<br />7737
<br />7534
<br />- 6932
<br />7009
<br />7148
<br />7289
<br />6912
<br />7631
<br />6660
<br />7153
<br />7169
<br />6543
<br />7429
<br />7119
<br />6964
<br />7606
<br />8430
<br />6549
<br />6525
<br />6525
<br />6578
<br />7739
<br />9169
<br />722 g
<br />6725
<br />6758
<br />7298
<br />VICINITY MAP •
<br />NO. CHORD DELTA RADIUS LENGTH EXTERNAL TANGENT
<br />(237.64)
<br />(155.21)
<br />(200.00)
<br />(148.38)
<br />(196.85)
<br />(163.41)
<br />(130.05)
<br />(126.66)
<br />(.21.21)
<br />28 16°54'19"
<br />40 S 53°21'53"
<br />42 S 43°20'21"
<br />45 S 38°42'25"
<br />46
<br />47
<br />48
<br />49
<br />50
<br />53 S 88°10'09 E
<br />56 BLANK
<br />(120.00)
<br />82.55)
<br />57.42)
<br />21.21)
<br />74.94)
<br />38.01)
<br />47.15)
<br />94.90)
<br />19.94)
<br />52.63)
<br />57.23)
<br />71
<br />72
<br />73.
<br />74
<br />75
<br />86
<br />87
<br />88
<br />89
<br />90
<br />(170.71)
<br />(217.41)
<br />(114.87)
<br />(174.87)
<br />(225.00)
<br />(162.56)
<br />(183.84)
<br />26°47'22"
<br />17°25'46"
<br />86°50'40"
<br />13°15'56"
<br />25°33'23"
<br />04°26'37"
<br />24°22'25"
<br />05°04'57"
<br />24°16'42"
<br />06°01'09"
<br />14°14'44"
<br />20°56'27"
<br />17°29'09"
<br />02°32'48"
<br />15°19'28"
<br />14°07'09"
<br />16°14'07"
<br />12°03'49"
<br />19°06'54"
<br />24°23'06"
<br />14°54'18"
<br />08°17'14"
<br />10°11'08"
<br />11°45'49"
<br />15°58'34"
<br />15°28'03"
<br />19°53'07"
<br />16°43'34"
<br />19°02'22"
<br />12°53'13"
<br />05°05'57"
<br />40°06'08"
<br />52°33'28"
<br />28°33'39"
<br />19°53'53"
<br />08°46'55"
<br />89°59'59"
<br />38°01'48"
<br />05°48'35"
<br />08°19'09"
<br />83°19'07"
<br />09°17'20"
<br />84°04'56"
<br />10°06'18"
<br />03°50'27"
<br />19°19'42"
<br />14°36'18"
<br />15°32'17"
<br />20°55'36"
<br />265.00
<br />335.00
<br />165.00
<br />420.00
<br />15.00
<br />28.50
<br />305.00
<br />295.00
<br />295.00
<br />200.00
<br />140.00
<br />130.00
<br />445.00
<br />445.00
<br />200.00
<br />100.00
<br />300.00
<br />350.00
<br />265.00
<br />15.00
<br />15.00
<br />125.00
<br />125.00
<br />340.67
<br />265.00
<br />125.00
<br />340.67
<br />125.00
<br />225.00
<br />225.00
<br />225.00
<br />225.00
<br />420.00
<br />420.00
<br />420.00
<br />155.00
<br />155.00
<br />165.00
<br />165.00
<br />335.00
<br />165.00
<br />335.00
<br />335.00
<br />225.00
<br />265.00
<br />225.00
<br />265.00
<br />225.00
<br />265.00
<br />225.00
<br />15.00
<br />15.00
<br />265.00
<br />175.00
<br />75.00
<br />15.00
<br />275.00
<br />175.00
<br />15.00
<br />325.00
<br />375.00
<br />15.00
<br />115.00
<br />375.00
<br />325.00
<br />175.00
<br />15.00
<br />325.00
<br />470.00
<br />15.00
<br />175.00
<br />470.00
<br />470.00
<br />115.00
<br />105.00
<br />265.00
<br />340.67
<br />175.00
<br />115.00
<br />275.00
<br />470.00
<br />420.00
<br />155.00
<br />165.00
<br />60°00'00" 225.00
<br />81°07'07" 125.00
<br />48°13'32" 225.00
<br />47°09'01" 175.00
<br />17°36'29" 325.00
<br />246.42
<br />156.63
<br />50.19
<br />9.34
<br />22.74
<br />38.35
<br />99.52
<br />34.60
<br />209.44
<br />156.38
<br />98.70
<br />198.49
<br />34.51
<br />168.34
<br />141,58
<br />127.62
<br />89.14
<br />23.51
<br />23.56
<br />23.56
<br />40.17
<br />52.97
<br />35.79
<br />65.89
<br />51.05
<br />38.15
<br />10.00
<br />60.18
<br />55.45
<br />63.76
<br />80.12
<br />88.43
<br />42.02
<br />51.71
<br />65.97
<br />61.86
<br />42.92
<br />48.46
<br />29.33
<br />68.78
<br />39.40
<br />58.59
<br />73.89
<br />60.74
<br />91.97
<br />65.68
<br />88.06
<br />50.61
<br />23.56
<br />23.56
<br />23.59
<br />122.49
<br />68.80
<br />25.85
<br />37.39
<br />60.78
<br />23.56
<br />82.77
<br />59.48
<br />23.56
<br />76.33
<br />38.03
<br />47.19
<br />96.10
<br />21.81
<br />52.69
<br />57.27
<br />22.01
<br />47.91
<br />82.89
<br />31.51
<br />52.13
<br />79.72
<br />89.40
<br />86.84
<br />183.26
<br />128.46
<br />74.58
<br />171.66
<br />219.91
<br />117.68
<br />184.31
<br />235.62
<br />176.97
<br />189.38
<br />144.01
<br />99.88
<br />31.47
<br />9.37
<br />1.93
<br />0.03
<br />5.65
<br />7.94
<br />2.06
<br />4.25
<br />0.51
<br />30.94
<br />25.08
<br />9.96
<br />11.30
<br />0.33
<br />19.12
<br />31.63
<br />6.92
<br />2.86
<br />0.26
<br />6.21
<br />6.21
<br />1.63
<br />2.86
<br />0.47
<br />2.06
<br />2.12
<br />0.96
<br />1.47
<br />0.06
<br />2.03
<br />1.72
<br />2.28
<br />1.92
<br />2.34
<br />0.53
<br />2.18
<br />3.58
<br />2.94
<br />1.41
<br />0.88
<br />0.65
<br />1.77
<br />0.58
<br />1.92
<br />2.60
<br />2.07
<br />4.04
<br />2.42
<br />3.70
<br />1.43
<br />6.21
<br />6.21
<br />0.26
<br />11.29
<br />8.65
<br />8.04
<br />2.39
<br />2.67
<br />6.21
<br />2.65
<br />1.10
<br />6.21
<br />6.64
<br />0.48
<br />0.86
<br />6.81
<br />5.08
<br />1.07
<br />0.87
<br />5.20
<br />1.65
<br />1.83
<br />0.26
<br />3.02
<br />8.05
<br />3.82
<br />2.79
<br />27.07
<br />20.61
<br />2.55
<br />7.95
<br />14.82
<br />11.88
<br />29.56
<br />34.81
<br />39.53
<br />21.51
<br />15.94
<br />3.88
<br />132.93
<br />79.78
<br />25.29
<br />4.67
<br />14.20
<br />22.71
<br />35.47
<br />50.24
<br />17.32
<br />115.47
<br />87.48
<br />51.86
<br />100.92
<br />17.27
<br />89.52
<br />85.59
<br />64.79
<br />44.81
<br />11.76
<br />15.00
<br />15.00
<br />20.26
<br />26.89
<br />17.91
<br />33.12
<br />23.10
<br />25.57
<br />19.22
<br />5.00
<br />30.27
<br />27.86
<br />32.09
<br />40.18
<br />44.38
<br />21.03
<br />26.10
<br />33.49
<br />31.30
<br />21.58
<br />24.27
<br />14.71
<br />34.51
<br />19.72
<br />29.46
<br />37.19
<br />30.56
<br />46.45
<br />33.08
<br />44.44
<br />25.41
<br />15.00
<br />15.00
<br />11.80
<br />63.87
<br />37.03
<br />17.49
<br />19.09
<br />30.70
<br />15.00
<br />41.61
<br />28.80
<br />15.00
<br />39.63
<br />19.03
<br />23.64
<br />49.29
<br />13.35
<br />26.40
<br />28.67
<br />13.53
<br />24.11
<br />41.55
<br />15.76
<br />26.52
<br />41.89
<br />45.13
<br />43.66
<br />101.04
<br />71.86
<br />37.52
<br />86.80
<br />112.54
<br />61.84
<br />103.10
<br />129.90
<br />106.98
<br />100.71
<br />76.37
<br />50.34
<br />DEDICATION
<br />KNOW ALL MEN BY THESE PRESENTS THAT MCSTAIN ENTERPRISES, INC., A COLORADO
<br />CORPORATION, AND THE CITY OF LOUISVILLE, BEING THE OWNERS OF THAT REAL PROPERTY
<br />DESCRIBED AS FOLLOWS:
<br />DEIDINNINO AT THE NORTHWESTERLY CORNER OF CENTENNIAL 8, PLAN FILE P-22, 7-4,
<br />811, 12, FILM 1558, RECEPTION NO. 957386,
<br />THENCE SOUTH 08°09'45" WEST, A DISTANCE or 90.51 FEET;
<br />THENCE SOUTH 62°10'13" WEST, A,DISTANCE OF 9.23 FEET TO A TANGENT POINT QF
<br />CURVATURE;
<br />THENCE 38.35 FEET ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A DELTA OF
<br />77°05'41", A RADIUS OF 28.50 FEET, AND A LONG CHORD WHICH BEARS SOUTH 23°37'24"
<br />VEST, A DISTANCE OF 35.52 FEET;
<br />THENCE SOUTH 14°55'27" EAST, A DISTANCE OF 18.49 FEET;
<br />THENCE SOUTH 09°32'57" EAST, A DISTANCE OF 31.83 FEET;
<br />THENCE SOUTH 08°09'45" WEST, A DISTANCE OF 226.55 FEET;
<br />THENCE SOUTH 00°22'04" EAST, A DISTANCE OF 179.00 FEET;
<br />THENCE SOUTH 30°05'08" EAST, A DISTANCE OF 110.00 FEET;
<br />THENCE NORTH 59°04'08" EAST, A DISTANCE OF 110.11 FEET;
<br />THENCE SOUTH 40°03'47" EAST, A DISTANCE OF 56.13 FEET TO A TANGENT POINT OF
<br />CURVATURE;
<br />THENCE 22.74 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A DELTA OF
<br />86°50'40", A RADIUS OF 15.00 FEET, AND A LONG CHORD WHICH BEARS SOUTH 03°21'32"
<br />WEST, A DISTANCE OF 20.62 FEET;
<br />THENCE SOUTH 46°46'52" WEST, A DISTANCE OF 20.28 FEET;
<br />THENCE SOUTH 43°13'08" EAST, A DISTANCE OF 50.00 FEET;
<br />THENCE NORTH 46°46'52" EAST, A DISTANCE OF 23.59 FEET TO A TANGENT POINT OF
<br />CURVATURE;
<br />THENCE 9.34 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A DELTA OF
<br />01°16'28", A RADIUS OF 420.00 FEET, AND A LONG CHORD WHICH BEARS NORTH
<br />47°25'06" EAST, A DISTANCE OF 9.34 FEET;
<br />THENCE SOUTH 41°17'31" EAST, A DISTANCE OF 103.65 FEET;
<br />THENCE NORTH 47°26'08" EAST, A DISTANCE OF 112.00 FEET;
<br />THENCE NORTH 77°21'12" EAST, A DISTANCE OF 180.00 FEET;
<br />THENCE NORTH 70°04'20" EAST, A DISTANCE OF 60.00 FEET;
<br />THENCE NORTH 59°53'33" EAST, A DISTANCE OF 46.50 FEET;
<br />THENCE NORTH 35°42'59" EAST, A DISTANCE OF 110.00 FEET;
<br />THENCE NORTH 29°53.'29" EAST, A DISTANCE OF 63.00 FEET;
<br />THENCE NORTH 60°06'31" WEST, A DISTANCE OF 70.00 FEET;
<br />THENCE SOUTH 86°52'19" WEST, A DISTANCE OF 31.28 FEET TO A NON -TANGENT POINT OF
<br />CURVATURE;
<br />THENCE 50.19 FEET ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A DELTA OF
<br />17°25'46", A RADIUS OF 165.00 FEET, AND A LONG CHORD WHICH BEARS NORTH
<br />03°05'11" EAST, A DISTANCE OF 50.00 FEET;
<br />THENCE NORTH 84°22'18" EAST, A DISTANCE OF 70.00 FEET;
<br />THENCE NORTH 41°56'22" EAST, A DISTANCE OF 86.54 FEET TO A NON -TANGENT POINT OF
<br />CURVATURE;
<br />THENCE 156.63 FEET ALONG THE ARC OF CURVE TO THE RIGHT, HAVING A DELTA OF
<br />26°47'22", A RADIUS OF 335.00 FEET, AND A LONG CHORD WHICH BEARS NORTH
<br />44°06'49" WEST, A DISTANCE OF 155.21 FEET;
<br />THENCE NORTH 30°43'08" WEST, A DISTANCE OF 50.43 rEET TO A TANGENT POINT OF
<br />CURVATURE;
<br />THENCE 246.42 FEET ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A DELTA OF
<br />53°16'45", A RAD/VS OF 265.00 FEET, AND A LONG CHORD -WHICH BEARS NORTH
<br />57°21'30" WEST, A DISTANCE OF 237.64 FEET;'
<br />THENCE NORTH 06°00'07" EAST, A DISTANCE OF 51.94 FEET;
<br />THENCE' SOUTH 89°16'52" WEST, A DISTANCE OF 400.41 FEET TO THE POINT OF
<br />BEGINNING.
<br />CONTAINS 10.23 ACRES, MORE OR LESS.
<br />HAS LAID OUT, SUBDIVIDED AND PLATTED SAID LAND AS PER DRAWING HEREON CONTAINED
<br />UNDER THE NAME AND STYLE OF CENTENNIAL 8 REPLAT A, A -SUBDIVISION OF A FART OF
<br />THE CITY OF LOUISVILLE, COUNTY OF BOULDER, STATE OF COLORADO, AND BY THESE
<br />PRESENTS DO HEREBY DEDICATE TO THE CITY OF LOUISVILLE AND THE PUBLIC, THE
<br />STREETS, AVENUES, COURTS AND WAYS AS SHOWN ON THE ACCOMPANYING PLAT FOR THE
<br />PUBLIC USE THEREOF FOREVER AND DOES FURTHER DEDICATE TO THE USE OF THE CITY OF
<br />LOUISVILLE AND ALL MUNICIPALLY OWNED AND/OR MUNICIPALLY FRANCHISED UTILITIES
<br />AND SERVICES THOSE PORTION OF SAID REAL PROPERTY WHICH ARE SO DESIGNATED AS
<br />EASEMENTS AND RIGHT-OF-WAYS FOR THE CONSTRUCTION, INSTALLATION, OPERATION,
<br />MAINTENANCE, REPAIR AND REPLACEMENT FOR ALL SERVICES, INCLUDING WITHOUT
<br />LIMITING THE GENERALITY OF THE FOREGOING, TELEPHONE AND ELECTRIC LINES, WORKS,
<br />POLES AND UNDERGROUND CABLES, GAS PIPELINES, WATER PIPELINES, SANITARY SEWER
<br />LINES, STREET LIGHTS, CULVERTS, HYDRANTS, DRAINAGE DITCHES AND DRAINS AND ALL
<br />APPURTENENCES THERETO, IT BEING EXPRESSLY UNDERSTOOD AND AGREED BY THE
<br />UNDERSIGNED THAT ALL EXPENSES AND COSTS INVOLVED IN CONSTRUCTING AND INSTALLING
<br />SANITARY SEWER SYSTEM WORKS AND LINES, GAS SERVICE LINES, ELECTRICAL SERVICE
<br />WORKS AND LINES, STORM SEWERS AND DRAINS, STREET LIGHTING, GRADING AND
<br />LANDSCAPING, CURBS, GUTTERS, STREET PAVEMENT, SIDEWALKS AND OTHER SUCH
<br />UTILITIES AND SERVICES SHALL BE GUARANTEED AND PAID FOR BY THE SUBDIVIDER OR
<br />ARRANGEMENTS MADE BY THE SUBDIVIDER THEREOF WHICH ARE APPROVED BY THE CITY OF
<br />LOUISVILLE, COLORADO, AND SUCH SUMS SHALL NOT BE PAID BY THE CITY OF
<br />LOUISVILLE, COLORADO, AND THAT ANY ITEM SO CONSTRUCTED OR INSTALLED WHEN
<br />ACCEPTED BY THE CITY OF LOUISVILLE, COLORADO, SHALL BECOME THE SOLE PROPERTY OF
<br />SAID CITY OF LOUISVILLE, COLORADO, EXCEPT ITEMS OWNED BY MUNICIPALLY FRANCHISED
<br />UTILITIES AND/OR THE MOUNTAIN STATES TELEPHONE AND TELEGRAPH COMPANY WHICH WHEN
<br />CONSTRUCTED OR INSTALLED, SHALL REMAIN THE PROPERTY OF THE OWNER AND SHALL NOT
<br />BECOME THE PROPERTY OF THE CITY OF LOUISVILLE, COLORADO.
<br />EXECUTED THIS t 141 DAY OF Ott , MCSTAIN
<br />ENTERPRISES, INC., A COLORADO.CORPORATIO
<br />MA HOYT AS PRESitENT
<br />EXECUTED THIS 1 DAY OF ten46-6
<br />WILLIAM J. SUITTS PRESIDENT41)
<br />RODNEY 0. Er81, ASST. SECRETARY
<br />eded41
<br />9 ZENITH BUILDERS,
<br />eTATE OF COLORADO
<br />) SS
<br />COUNTY OF BOULDER)
<br />IA
<br />TME REGOZMG INSTRUMEN WAS 'ACKNOWLEDGED BEFORE HE THIS i DAY OF
<br />MITA 14251 , 1 sm , BY THOMAS R. HOYT AS PRESIDENT AND BY RICHARD
<br />SECRETARY OF ZENITH BUILDERS, INC., A COLORADO CORPORATION. j
<br />WITNESS MY HAND AND OFFICIAL SE8),.r,,,,
<br />MY COMMISSION EXPIRES 1-2--j`l--siL-
<br />EXECUTED THIS
<br />COLOR
<br />CITY OF LOUISVILLE
<br />STATE OF COLORADO)
<br />COUNTY OF BOULDER)
<br />OF
<br />Marl
<br />DDRESS
<br />((_)U141,4K.-, 195411CITY Or LOUISVILLE,
<br />THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE
<br />LOUISVILLE, COLORADO.
<br />WITNESS MY RAND AND OFFICIAL SEAL.
<br />.MY.COMMISSION EXPIRES
<br />NOTICE
<br />ME THIS DAY OF
<br />MAYOR OF THE CITY OF
<br />NOTARY PUBLIC
<br />ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY
<br />DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT.
<br />IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED
<br />MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON.
<br />JOE NO.
<br />HURST & ASSOCIATES, INC.
<br />CONSULTING ElgGINEERS
<br />3055 47th Street, A-2
<br />Boulder, Colorado 80301 (303) 449-9105
<br />OF
<br />
|