|
DEDICATION
<br /> C CURVE DATA C CURVE DATA COAL CREEK RANCH FILI1%lG 1�1® ■ '1
<br /> cc CH=807° 31' 2211E(36.921) CH= N 13°5214911W (94.88)
<br /> ALL THAT PORTION OF THE SOUTHEAST ONE QUARTER OF SECTION 18, TOWNSf1IP 1 SOUTH,
<br /> A=10°0511011 ° r rl _ _ @ ldb� � ANT E >� )��1a
<br /> 11 �_ � 4804 , , ,
<br /> REPLAT �---.. _--_ �. _ _ �. -_ �_. _-. 87 AND LOTS 1 [{)1(,jG 69 WEST OF H� �)CTH PRINCIPAL MERIDIAi'( 0 CO 0 0 Q ��t�G
<br /> tty R=210.00' R= 40,001 A CLOTS 7 2 THROUGH 10 3 THROUGH 1 5 3 MOREEPARTICULARLYTD'ESC'RIBEDPASNFOLLOWS:
<br /> .1 "M`` ' w • FL CURVE DATA L= 36.97 L= 95. 5 I CURVE DATA
<br /> ,/ ? a = �� E -0 82' r BEGINNING AT THE MOST EASTERLY CORNER OF LOT 115, COAL CREEK RANCH FILING NO.
<br /> _�
<br /> CH =S67 18 05 E (24. 50 ) ' - r E = 4.83 CH= N16 0 8 E(19.93 ) A SUBDIVISION OF A PART OF SECTION 18, TOWNSHIP 'I SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL
<br /> }I, o ° , o ' " ' 1, FILM 1555, RECEPTION N0. 953790, PLAN FILE P-22, F-3, $46-48.
<br /> r 11 T=18.53 T = 48.40 2r 2r ' MERIDIAN,
<br /> D= 109°28 16 0= 83°14 361
<br /> m 1 THENCE 25.02 FEET ALONG A CURVE TO THE LEFT HAVING A DELTA OF 07°44'55 A
<br /> ,,.� , ,, ° 0 R=15.00 1 R= 15.00 CITY OF LOUISVILLE, COUNTY OF BOULDER, STATE OF COLORADO RADIUS OF 185.00 FEET, ANDA LONG CHORD WHICH BEARS NORTH 36°23'91" EAST, A
<br /> rs 4 F ? L=28.66 1 L= 21 .79 DISTANCE OF 25.00 FEET;
<br /> `,,) `° g ,T, g E = 10.981 E= 5.07' THENCE SOUTH 57°28'47" EAST, A DISTANCE OF 30.00 FEET;
<br /> a ca o T=21.21 ' 1 T = 13.33 I
<br /> 13.33 ' CURVE DATA THENCEUNORTH 32°31'13" EAST, A DISTANCE OF 75.00 FEET TO A TANGENT POINT OF
<br /> o g
<br /> ^ V / THENCE 0.51 FEET ALONG A CURVE TO THE RIGHT HAVING A DELTA OF 00°12'10", A
<br /> 9 o 8 CH= N71°291 30n E (86.56,) RADIUS OF 145.00 FEET, AND A LONG CHORD WHICH BEARS NORTH 32°37'18" EAST, A
<br /> A= 27°0312711 DISTANCE OF 0.51 FEET TO A TANGENT POINT OF CURVATURE;
<br /> 1 IE \CURVE D ATA \ N 57°57 47II EI R= 185.00' THENCE 29.70 FEET ALONG A CURVE TO THE RIGHT, HAVING A DELTA OF 113°26'56", A
<br /> 6 5 2 IRADIUS OF 15.00 FEET AND A LONG CHORD WHICH BEARS NORTH 89°26'50" EAST, A
<br /> CH =S80°19120 HE (66.54' ) • / L-_ 87.37, IE CURVE DATA DISTANCE OF 25.08 FEET TO A TANGENT POINT OF CURVATURE;
<br /> A=83025'4711 \ E=5.28' THENCE 147.51 FEET ALONG A CURVE TO THE LEFT HAVING A DELTA OF 169°01'45", A
<br /> R- 50.00' T=44. 51' CH= N89°2615011E (25.08') RADIUS OF 50.00 FEET, AND A LONG CHORD WHICH BEARS NORTH 61°39'26" EAST, A
<br /> L =72.81' ° , 1,
<br /> A=113°26'56 11 DISTANCE OF 99.54 FEET TO A TANGENT POINT OF CURVATURE;
<br /> N 8 5 01 12 E CURVE DATA 1 THENCE 27.59 FEET ALONG A CURVE TO THE RIGHT HAVING A DELTA OF 105°22'40", A
<br /> E = 16.981 1 O •• ^.7A1 ,1 \ , R= 1 5.00 , RADIUS OF 15.00 FEET AND A LONG CHORD WHICH BEARS NORTH 29°49'53" EAST, A
<br /> T- 44.5 7 tj �� II
<br /> Vh hV CH=N32°371 18 E(0.51') L=29.701 (E CURVE DATA FL CURVE DATA DISTANCE OF 23.86 FEET;
<br /> ---\ / 0= 00°1211011 E=12.34 0 THENCE NORTH 82°31'13" EAST, A DISTANCE OF 90.37 FEET TO A TANGENT POINT OF
<br /> / R= 145.00' T=22.861 C H=N 61°3912611E 2611E (9 9.541) CH= N 29°4915311E 1 (23.86') CURVATURE; •
<br /> r
<br /> A= I69 0145 0 = 105°2 214011 THENCE 55.67 FEET ALONG A CURVE TO THE LEFT HAVING A DELTA OF 21°15'45", A
<br /> ` O • N I��\ \
<br /> / L=0.51 1 R=50.00 R =15.001 RADIUS OF 150.00 FEET, AND A LONG CHORD WHICH BEARS NORTH 71°53'20" EAST, A
<br /> \--/-'-* E-p,0 p r 1 DISTANCE OF 55.35 FEET;
<br /> , . -.......„__ ______( • ._I Cn•• 1 0 T=0.26' L= 147.51 L= 27.59 THENCE SOUTH 20°45'22" EAST, A DISTANCE OF 158.73 FEET;
<br /> 103 - - ° „
<br /> N 57°5714611E -� a n E -473.06 E= 9.75 THENCE SOUTH 67 03'30 WEST, A DISTANCE OF 100.00 FEET;
<br /> W `� `� ' 68' THENCE SOUTH 55°33'30" WEST, A DISTANCE OF 765.10 FEET;
<br /> I ,� T= 520.66 T= 19,
<br /> �If' 2 8.8 5 II \ 1 `516` THENCE NORTH 79°56'30" WEST, A DISTANCE OF 116.40 FEET;
<br /> / , W \ v •• THENCE NORTH 20°56'30"° WEST, A DISTANCE OF 239.90 FEET;
<br /> ' - I 0 �� ° z9 59 cn `? 6 _ RO 8 n s 1 THENCE NORTH 24°02'44" WEST, A DISTANCE OF 152.73 FEET;
<br /> 6 �7 / `' 7 '� THENCE NORTH 30°01'19" WEST, A DISTANCE OF 261.57 FEET;
<br /> V
<br /> I� , 11 • S? 105.5 4' . 2 E T8 �s �8i � � I1 .. I Il_�)
<br /> N 55° 50 28 E 50 22 • ° I 11 O 5° 4� 4 39 0 FE CURVE DATA 1 IL CURVE DATA THENCEOF NORTH 55°5O'28" EAST, A DISTANCE OF 128.10 FEET TO A NON-TANGENT POINT
<br /> „,:%- N 87 31 13 E •O 1 1 11 ° THENCE CURVATURE;72.81\ 1 FEET ALONG A CURVE TO THE LEFT HAVING A DELTA OF 83 25'47", A
<br /> 1 0, N 5 0O N CH = N°36°23 41 E (25.00 ) C H =N 71 5312011E (5 5.35')
<br /> 30.00 ��� \ \ -
<br /> 2 8.I 0 12 i ° o �=07 44'5511 I I $ / 0= 21° 15' 4 5" RADIUS OF 50.00 FEET, ANDA LONG CHORD WHICH BEARS SOUTH 80°19'20" EAST, A
<br /> `� 10 21 23 I C S22 0903E \ /
<br /> O I In R- I85.0� II!:
<br /> 1 DISTANCE OF 66.54 FEET;
<br /> ' `'' O 113 �``' 1 150. 0 0 THENCE NORTH 57°57'46" EAST, A DISTANCE OF 28.85 FEET TO A TANGENT POINT OF
<br /> \ / \Z$O 5 I 0 ++ I 10 4 \ 45.2171 2 N t.,•1414 25001 ��° L_ 25.02
<br /> y on/ E-0.42 1----------------
<br /> ./// 55.67 1 CURVATURE;
<br /> w o °5 \ (s , _ ' THENCE 28.66 FEET ALONG A CURVE TO THE RIGHT, HAVING A DELTA OF 109°28'16", A
<br /> 15 1 DRAINAGE - I 1 E a �' T= 12.53 I \ 1 E- 2'6 2 1 RADIUS OF 15.00 FEET, AND A LONG CHORD WHICH BEARS SOUTH 67°18'05" EAST, A
<br /> rn - ro N83°42 09 ,y Ooi' �� I 1 ! 90.3742 �+
<br /> • EASEMENT M O , �/ 18 O (� T= 2$•16 DISTANCE OF 24.50 FEET TO A TANGENT POINT OF CURVATURE;
<br /> 8 3 4,� , - Qu. POINT OF 1482°3111311E •� �/ N
<br /> 7 2 � 1')
<br /> 73 125.00 r I S8o O � \ ' O THENCE 36.97 FEET ALONG A CURVE TO THE RIGHT, HAVING A DELTA OF 10°05'10", A
<br /> c� RADIUS OF 210.00 FEET, ANDA LONG CHORD WHICH BEARS SOUTH 07°31'22" EAST, A
<br /> °O N I I I co _ i0S/ o„ 1- \ 0 BEG 1 N N 1 NG 41 • _ `� 35.Od-�' ° DISTANCE OF 36.92 FEET;
<br /> ci 37
<br /> O ^� rn O /�'' \ p ��55. THENCE NORTH 87°31'13" EAST, A DISTANCE OF 30.00 FEET TO A NON-TANGENT POINT OF
<br /> CC Q 'O\ Z 8 1 0 5 M 00 / \ 1 .. i1 CURVATURE;
<br /> 111 U "s O o o) 11 4 ', I ' C 1 NN J THENCE 95.51 FEET ALONG A CURVE TO THE LEFT, HAVING A DELTA OF 22°48'04", A
<br /> OD 1 •
<br /> z M 0 8 UTILITY 98•43 I m / O \\® .0 6 GAS RADIUS OF 240.00 FEET AND A LONG CHORD WHICH BEARS NORTH 13°52'49" WEST, A
<br /> O \ EASEMENT a w 1 OI 50 • \ (S, EASEMENT 2 DISTANCE OF 94.88 FEET TO A TANGENT POINT OF CURVATURE;
<br /> o ----1,012: ,79 15 I r` I N86°4526 �E / I1 I I6 I I II (TYP.) N0 C THENCE 21.79 FEET ALONG A CURVE TO THE RIGHT, HAVING A DELTA OF 83°14'36", A
<br /> ,44 E I • 37 tp
<br /> / 8 vIs) LA RADIUS OF 15.00 FEET AND A LONG CHORD WHICH BEARS NORTH 16°20'28" EAST, A
<br /> N76°46 _I nm _ 101.25 \ / 22 34' �(` l� / 1�� • 40 �� DISTANCE OF 19.93 FEET;
<br /> CD z \ -� �"V� 49 THENCE NORTH 57°57'47" EAST, A DISTANCE OF 6.52 FEET TO A TANGENT POINT OF
<br /> 2
<br /> 0
<br /> Z P /_ \ O 0 CO I CO o o\a 2. 10.01 \ �° '� O /� ���� 6'.
<br /> 7� CURVATURE;
<br /> \ 2 p cDl ,, 00_ $3a \ 6 8 �� Cyt ,ZO�\ 0�Q -J %S.'
<br /> \ '� �. THENCE 87.37 FEET ALONG A CURVE TO THE RIGHT, HAVING A DELTA OF 27°03'27", A
<br /> ¢ - N - - oe O O \ \ ' o^� M -� p . RADIUS OF 185.00 FEET AND A LONG CHORD WHICH BEARS NORTH 71°29'30" EAST, A
<br /> D 7 4 I m 1 0 6 �'_ 860 0 ° 15\\� $ Leo ti • 39 2� 8 5 DISTANCE OF 86.56 FEET;
<br /> i 1-4 O 2 6 GAS �i • /}) O O a THENCE NORTH 85°01'12" EAST, A DISTANCE OF 6.76 FEET;
<br /> I I O \ ` \ \ N2 EASEMENT \ O P 0 '� • THENCE SOUTH 14°18'36" EAST, A DISTANCE OF 127.74 FEET;
<br /> I •O I "E 32.34' ° TY P. O' �3` p
<br /> O I•E Q o 33 27i ( ) 115 �.'• • a Q 90 014THENCE NORTH 75°41'24" EAST, A DISTANCE OF 176.78 FEET;
<br /> `27 / J I N7� ` �� `0 �,� • / L'- O, 0 THENCE SOUTH 54°18'01" EAST, A DISTANCE OF 88.90 FEET;
<br /> L •(S °3a 90 110 s Qo
<br /> p173 I- 121 �0 o O "� �\ IO/ / 2� !r 10.00 � , THENCE SOUTH 26°50'43" EAST, A DISTANCE OF 137.05 FEET;
<br /> \2g'9\ 10� EMERGENCY S�,i ''`� \\ O��p •
<br /> OO� / // i O° 84 �/ 065 0 THENCE SOUTH 31°07'39" EAST, A DISTANCE OF 87.44 FEET TO THE POINT OF
<br /> 1 23.86' I 0 ACCESS a UTILITY i9' uli9' -5 \3‘ - \\ ®j `9i �, 7 • 561 \00 0 BEGINNING. •
<br /> s> O \\ EASEMENT O'- 6202 g �O •
<br /> 6` 24 (TYP.) 107 \ 00� O s-a,�0
<br /> s �\ $ \Zg,2 $ \ A0 // ^ / ��\O CONTAINING 9.64 ACRES, MORE OR LESS,
<br /> �,� 75 \\ \ P, �" S57°2814711E LOT AREA S.F. LOT AREA S.F. HAS LAID OUT, SUBDIVIDED AND PLATTED SAID LAND AS PER DRAWING HEREON CONTAINED
<br /> 0 I3 .09 \s \\ �/ O OOI UNDERGH1i87NAME
<br /> AND
<br /> STYLE
<br /> 103 T}1ROCOAL GEEK ARANCH FILING NO. 1 REPLAT A (LOT 72
<br /> \ \ \ �6 A u' \ I O9 \) O9 // 3 / 72 14180.3472 1 03 9284.098 I 1 115) , UBDIVISION OF A PART OF THE CITY OF
<br /> "E c�62 2 8• i �° // 35 2 73 11 686.5010 104 8664.0745 LOUISVILLE, COUNTY OF BOULDER, STATE OF COLORADO, AND BY THESE PRESENTS DO
<br /> A s� 1)0'1, \ \� • i ' p0 /2 O \\-5�� 13-7-
<br /> -__ � `i° 83 O00 74 15690.3440 105 9375.8746 HEREBY DEDICATE TO THE CITY OF LOUISVILLE AND ALL MUNICIPALLY OWNED AND/OR
<br /> f/ iil X65 \,(` \\ ,��;'0- � 2 y /0 / \O 75 9970.4642 106 8658 .3788 FRANCHISED UTILITIES AND SERVICES THOSE PORTION OF SAID REAL PROPERTY WHICH ARE
<br /> A S FOR
<br /> Q \ 2 \ I 0 8 \O/?'L 6 6' 77 15993.22 176 2 I OS 10 7 19642.0453 99 4. 6633
<br /> INSSO TALLATION, OPERATION, MAINTENANCE, REPAIRDE AS EASEMENTS AND I1ANDFREPLACEMENT THECONSTRUCTION,
<br /> ALL SERVICES,
<br /> �\1 C t� A I- CP L- - I: l7 01_1� ° O 25\\ 8' .' 10'EMERGENCY �, / 78 15927. 1338 109 11161 . 1 205 INCLUDING WITHOUT LIMITING THE GENERALITY OF THE FOREGOING, TELEPHONE AND
<br /> ` _ (f 0 \\ UTILITY / �` 2 ACCESS a UTILITY
<br /> C011RS L c3� \ \\ ® `11,\\ 14 EASEMENT .\ VP 206?// EASEMENT 79 17052.8367 110 10280.9061 ELECTRIC LINES, WORKS, POLES AND UNDERGROUND CABLES, GAS PIPELINES, WATER
<br /> 7V (TYP.) 80 19207.521 III 10438. 213 PIPELINES, SANITARY SEWER LINES, STREET LIGHTS, CULVERTS, HYDRANTS, DRAINAGE
<br /> t Q 0 0 2 81 21648.0294 112 9391 .0182 DITCHES AND DRAINS AND ALL APPURTENANCES THERETO, IT BEING EXPRESSLY UNDERSTOOD
<br /> I
<br /> i, 0" \\9 `cam 82 00 10' UTILITY 82 19185. 2692 113 88 44.7487 AND AGREED BY THE UNDERSIGNED THAT ALL EXPENSES AND COSTS INVOLVED IN -
<br /> ' X>, ,$)
<br /> O `26 26\ MAN 0 R // �-� s,, \\O EASEMENT 83 18932.6807 1 1 4 13152 .2453 CONSTRUCTING AND INSTALLING SANITARY SEWER SYSTEM WORKS AND LINES, GAS SERVICE
<br /> O, 9 O � a /� O 84 18333.0821 1 15 12563.341 8 LINES, ELECTRICAL SERVICE WORKS AND LINES, STORM SEWERS AND DRAINS, STREET
<br /> \ rZ0 Y
<br /> ® 7 ;j.. / 85 18066.7077 LIGHTING, GRADING AND LANDSCAPING, CURBS, GUTTERS, STREET PAVEMENT, SIDEWALKS
<br /> ‘443- ��8' W ® i 34 !. 86 14584.981 AND OTHER SUCH UTILITIES AND SERVICES SHALL BE GUARANTEED AND PAID FOR BY THE
<br /> O _ 33 SUBDIVIDER OR ARRANGEMENTS MADE BY THE SUBDIVIDER THEREOF WHICH ARE APPROVED BY
<br /> N °D '� O / THE CITY OF LOUISVILLE, COLORADO, AND SUCH SUMS SHALL NOT BE PAID BY THE CITY
<br /> °f OF LOUISVILLE, COLORADO AND THAT ANY ITEM SO CONSTRUCTED OR INSTALLED WHEN
<br /> I
<br /> • M o 1- cr2 00 ACCEPTED BY THE CITY OF LOUISVILLE, COLORADO, SHALL BECOME THE SOLE PROPERTY OF
<br /> ' 77 p ��° 8I \h• SAID CITY OFLOUISVILLE, COLORADO, EXCEPTITEMS OWNED BYMUNICIPALLY FRANCHISEDVt
<br /> Z M �d O UTILITIES AND/OR U.S. WEST COMMUNICATIONS, INC. WHICH WHEN CONSTRUCTED OR
<br /> 2 II 10 Q' INSTALLED, SHALL REMAIN THE PROPERTY OF THE OWNER AND SHALL NOT BECOME THE
<br /> `J p I �O, Ai'- O PROPERTY OF THE CITY OF LOUISVILLE, COLORADO.
<br /> 0 0 2A `se 4
<br /> / FJ ` I.
<br /> EXECUTED ' A r r DAY OF �t /'�. , 199 0, COAL CREEK.
<br /> J O /O / 6 6 0 3 0 0 6 0 12 0 I���� ►"�,
<br /> ii
<br /> GI \ a E m / 31 00 /t I iiiiiiiiiiiiiii
<br /> ASSOCIA • I i,1131)""
<br /> ERSHIP.
<br /> ® z m °A5 \9 �� 8 \\6 SCALE I N FEET BY:
<br /> ii n r17 0 ( ' 29 �� VI' '
<br /> oco - CURVE TABLE 0% ' \ 30 tiF /v. 1 1 STATE OF COLORADO)
<br /> o NO. CHORD DELTA RADIUS LOLF )SS
<br /> ENGTH EXTERNAL TANGENT \ /��,`s'' / \ JO C 0 ii N y E COUNTY OF BOULDER) ,/
<br /> o1 N 71°29'29" E (86.55) 27°03'27" 185.00 87.36 5.28 44.51 \ W 000 G O ;! - THE F� OEGOJNG INSTRUMENT WAS ACfOWLBYGED„ BEFO,RE ,p1 E_„1'HZS DAY OF
<br /> to
<br /> a o a 2 N 16°20'28" E (19.93) 83°14'36" 15.00 21.79 5.07 13.33 78 - \0 5� w�IAA� 19 V (�j(,�,�(�(�'�(,�(QQL,
<br /> p 3 S 13°52'49" E (94.88) 22°48'09" 240.00 95.51 4.83 48.39 / J PLANNING BOARD'S CERTIFICATE \ COAL CREEK ASSOCIATES, A GENERAL PARTNERSHIP.
<br /> ;� i c-,
<br /> 4 S 59°58'47" E (244.58) 115°00'00" 145.00 291.03 124.87 227.60 � = qD 79
<br /> 0 5 N 17°31'13" E (21.21) 90°00'00" 15.00 23.56 6.21 15.00 • O- 0 O THIS IS TO CERTIFY THAT THE WITHIN PLAT APPROVED Y 1 P NNING BOAR WITNESS MY HAND AND OFFICIAL SEAL.
<br /> ______
<br /> O o co. THE CITY OF LOUISVILLE, COLORADO ON THE DAY OF 19 `^
<br /> 6 N 58°44'11" W (15.57) 62°30'49" 15.00 16.37 2.55 9.11 / iBotimfaxich•Qiii4YRESOLUTIONNO. S . I G
<br /> i4,0
<br /> 7 N 62°31'13" E (46.15) 305°01'38" 50.00 266.19 0' \ O M�COMMISSION EXPIRES
<br /> I
<br /> Zavioloa.
<br /> 8 S 03°46'37" W (15.57) 62°30'49" 15.00 16.37 2.55 9.11 / * 0,44(01:1,
<br /> 6 'l 1' !_
<br /> 9 S 72°28'47" E (21.21) 90°00'00" 15.00 2.3.56 6.21 15.00 -
<br /> \ Y NOTARY PUBLIC
<br /> 10 N 51°23'40" E (71.40) 22°15'05" 185.00 71.85 3.54 36.38 00 ------ -- ---- - ;Jr-.: --r r ',�, - :: CHAIRPERSON SECRETAR /'�
<br /> 11 N 17°51'34" W (62.00) 14°50'34" 240.00 62..1.7 2.03 31.26 • 664 r / < /-.% -sss° \` ,i di4l)j �•��11r •' •16 ill sI .• I .j
<br /> 0 \ 1 t' 0 15V111 � ADDRESS `,)
<br /> 12 N 06°27'32" W (33.31) 07°57'29" 290.00 33.34 0.58 16.69 �� �-- 5-))) ) a,,i /„ •-_ MAYOR'S CERTIFICATE /2E0s
<br /> IP �n „.� OI
<br /> 13 N 20°58'57" W (92.03) 37°00'20" 145.00 93.65 7.90 48.52 50.00' 1 % ';� J`,� ,., \ 1 M 5337 i II: I._ � 1 I (�(fV'J `N O 1/rl yyx r f "�r' /' V �I ) II 1 � I :' 119 N 78°28'57" W (182.49) 77°59'40" 145.00 197.38 41.57 117.41 9 / • II / chc I 1 / LJ __ . _1. ...'' J IIF iII II I THIS 0 CERTIFY THAT T}1E CITY OF IOUI LLE, COLORADO, Y E T N0. ADS
<br /> 15 N 59°45'30" W (50.30) 60°28'13" 50.00 52.77 7.87 29.14 5g 30 U , ')) (�. i° 1 7 ' ''i.-I :II ;I�•'-ll rH,4 . i j, OF ITS CITY COUNCIL ON THE DAY OF '
<br /> 1 W }}t�IpGravel' ) )�)) I n (t ° „ I'- Z1, :::'4; 1 DOPT AND APPROVE THE WITHIN PLAT AND ACCEPT THE DEDICATION HEREON
<br /> 16 N 00°52'48" E (50.61) 60°48'21" 50.00 53.06 7.97 29.34 16, 4 �1 Ii'' I t oo )I r=4/- -j (�°-/ j I II� jI° �Ir It� ,I ■kr
<br /> W1114��,��y� u , �/� / %J -II I II • .III � I SH
<br /> . N 17 S 51°54'18" W (35.22) 41°14'38" 50.00 35.99 3.42 18,82 •
<br /> r 18 S 88°33'28" E (32.42) 37°49'50" 50.00 33.01 2.85 17.13 ��"/ �'• _ /� a� /1)).\
<br /> / �i•��• ����� � c
<br /> 19 S 17°18'16" E (79.16) 104°40'35" 50.00 91.35 31.83 64.78 J)/ ' Pgpectx / J�
<br /> r____;:2)
<br /> p / �� I r'�
<br /> ' 6141.4 .
<br /> Nip 20 S 56°19'37" E (30.44) 35°26'20" 50.00 30.93 2.49 15.98 ( rTi _ alMi Dump / _� H:7-7:--7F1:: 11::::-..
<br /> �/'I'_1- _r�•�;' MAYOP. CITY CLERK
<br /> qtr. , '
<br /> �'`� n o
<br /> .: 21 N 81°57'30 E (40.67) 47°59'26" 50.00 41.88 4.73 22.26 ) t �> �u5o / // / /'G 1
<br /> O ° 1 )e niI /° F / / I ' I ••ii Ili Li
<br /> 22 S 6077:1381
<br /> 7 18'05" E (24.50)
<br /> 10190:2085:1607'
<br /> 09 28 16" 15.00 28.66
<br /> 1002984821
<br /> 098 21.21 �� __,
<br /> 23 S 07°31'22" E (36.92.) 10°05'10" 210.00 36.97 082 18.53 �jI / � I,' ) I / (C ✓� ° } •• CLERK AND RECORDER'S CERTIFICATE
<br /> 24 S 11°56'00" E (57.49) 18°54'25" 175.00 57.75 2.41 2.9.14 1
<br /> C --1174":::::: :
<br /> +. 25 S 33°24'09" E (72.86) 24°01'53" 175.00 73.40 3.92 37.25 / .//1 I / I % / �� I • I• •I; i: :
<br /> / p SJ ,, _•I. STATE OF COLORADO)
<br /> 26 S 53°58'43" E (52.10) 17°07'16 175.00 52.29 1.97 26.34 )
<br /> �I I I 00�' i._LI 0.L '
<br /> ,r--, •
<br /> I' ti •, /
<br /> 27 S 27°32'30" E (17.21) 69°59'41 15.00 18.33 3.31 10.50 7i ' I I COUNTY OF BOULDER)
<br /> 28 S 15°07'54" E (38.41) 45°10'29" 50.00 39.42 4.15 20.80 / I) f I 1 (/ // ) ,,�
<br /> 29 S 59°19'27" E (36.82) 43°12'36" 50.00 37.71 3.78 19.81 I 1I iEREBY CERTIFY ,fj1A THIS PLAT W S FIL)D IN MY OFFIC T ��SO'CLOCK
<br /> 30 N 72°22'23" E (44.93) 53°23'44" 50.00 46.60 5.97 25.15 LI ,° `�. M., ON THE lS DAY OF ,�,r 19 AND IS DULY
<br /> ‘,71'(‘.;1,-.1.._'',„ I 1�k� C.
<br /> _1_ Ce\G JI NOTICE RECORDED IN PLAN FILE • f-3 -Wy EES PAID A�[Jj0 8° 3'11" 50.00 33.35 2.92 17.32 s :3e11 1 n �p
<br /> 31 N 26 33'56" E (32.74) 3 1 =),I• • 1 II I n I // J \`1:-= ';',6,5.`1.111"JP,...-Ii•
<br /> � ��r Glave) /' 1\ 11�L
<br /> 1 I ) ��. / ' \'\it \\s 0 I-'\.°V4 )p32 N 42°27'11" E (17.21) 69°59'40" 15.00 18.33 3.31 10.50 )•, i / II �- TO OLORAD LAW, YOU C MMENC ACTION ANY.--------]Q 33 N 71°37'21" E (35.54) 11°39'20" 175.00 35,60 0.91 17.86 II '1 'i� ' / y y / RECORDER
<br /> ���.
<br /> ACCORDINGCOLORADO MUSTCOMMENCE ANY LEGAL BASEDUPON �r�
<br /> DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT
<br /> ¢ 34 N 64°09'27" E (10.00) 03°16'28" 175.00 10.00 0.07 5.00 _ Vit!, I •1' l s,, ) I l a 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 /> 0 35 N 58°08'54" E (32.54) 08°44'39" 215.00 32.81 0.63 16.44 I I r ° S_... •
<br /> I olr n ,� \c ..3:Noc: s
<br /> nr)09 5
<br /> IllU ° 0 3.75 40.35 � •
<br /> ' )Cowthei1 \�' '. lm
<br /> 36 N 43 08'54" E (79.30) 21 15'21" 215.00 79.76
<br /> CO Z z z 37 N 32°37'18" E (0.51) 00°12'10" 145.00 0.51 0.01 0.26 I �- "Reserou�l / ;/ )
<br /> /-'`r y�'// / SURVEYOR'S CERTIFICATE
<br /> A 38 N 89°26'50" E (25.08) 113°26'56" 15.00 29.70 12.34 22.86 � ' •;,,Et �, .
<br /> ,,,,> '.;;I If /
<br /> - ` 1#,V5)l �1;, I i rr .,Irl°. 1 I, ROBERT ORTHMAN, A DULY REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF
<br /> 39 S 78°54'29" E (70.81) 90°09'34" 50.00 78.68 20.81 50.14 _ r' •
<br /> l' Imo,` .-L o-- __ _� rzonc COLORADO, DO HEREBY CERTIFY THAT THIS PLAT OF COAL CREEK RANCH FILING NO. 1
<br /> Z . m 40 N 16°34'39" E (63.52) 78°52'11" 50.00 68.83 14.74 41.12 �� • �• R.' ! / 1 i-�
<br /> �� ',•1 \ REPLAT A (LOT 72 THROUGH 87 AND LOT 103 THROUGH 115) TRULY AND CORRECTLY
<br /> Z 7 , / 5aa2�c' ' t REPRESENTS THE RESULTS OF A SURVEY MADE UNDER MY SUPERVISION AND HAS BEEN
<br /> 0 Z 41 N 29°49'53" E (23.86) 105°22'40" 15.00 27,59 9.75 19.68 \ of - 7 0 >., i) I
<br /> } f \( I \, PERFORMED IN ACCORDANCE WITH COLORADO STATE LAW.
<br /> a w '6 42 N 71°53'20" E (55.35) 21°15'45" 150.00 55.67 2.62 28.16 .:--1 , I' \. A., ?Cl ��
<br /> 43 S 69°59'07" W (45.47) 14°55'49" 175.00 45.60 1.50 22.93 IT`�ltr'iX01 '1 I ' \ }} I I= \.
<br /> ft _ 44 N 82°32'40" W (100.00) 180°00'00" 50.00 157.08 .�� i I '\elI i 1 k I / \ I ) ` � 2CIP.A4Lakl_12 .
<br /> le to 9 45 N 32°30'34" W (175.16) 60°03'34" 175.00 183.44 27.13 101.16 ROBERT ORTI}I9AN
<br /> 0 0 46 N 47°31'13" E (95.76) 30°00'00" 185.00 96.87 6,53 49.57 VICINITY M A P \` + COLORADO REGISTERED PROFESSIONAL
<br /> l '4; N` LAND SURVEYOR NO. 15315
<br /> 47 S 47°31'13" W (111.29) 30°00'00" 215.00 112.57 7.58 57.61
<br /> 48 N 36°23'41" E (25.00) 07°44'55" 185.00 25.02 0.42 12,53 SCALE 1 " C 2000'
<br /> HURST & ASSOCIATES INC.
<br /> NOTE:
<br /> _ 49 N 61°39'26" E (99.54) 169°01'45" 50.00 147.51 473.55 520.66
<br /> 50 S 80°19'20" E (66.54) 83°25'46" 50.00 72.81 16.98 44.57 ALL OUT LOTS ARE DRAINAGE AND PUBLIC
<br /> a; CC)NSULTING ENGINEERS
<br /> W ' UTILITY EASEMENTS. ;0--",ithStreet,.4'
<br /> 1 51 S 12°38'45" W (53.15) 24°32'53" 125.00 53.56 2.92 27.20 t), P C\ IinulderColt,radn WKUI (303)-w9-9105
<br /> 52 S 21°18'26" W (178.66) 41°52'17" 250.00 182.70 17.67 95.64 '
<br /> 53 V 11°55'36" w (103.91) 30006'54" 200.00 105.12 7.11 53.80
<br /> JOB NO. 20 20- I DATE 190 SHEET I OF I ..
<br /> 1
<br />
|