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HomeMy WebLinkAboutVail Village Filing 5d p 1 A ` 4 VAIL VILLAGE,,FIFTH FILING AN AMENDED SUBDIVISION AND A RESUBDIVISION OF PARTS OF VAIL VILLAGE, FIRST. FILING -PART OF SEC. 8, T5S, R80W, 6TH P.M. EAGLE COUNTY, COLORADO SHEET I OF 2 CERTIFICATE OF OWNERSHIP AND DEDICATION KNOW ALL MEN BY THESE PRESENTS, that each of the undersigned persons refers herein to the following described lands as the "Platted Lands": An amended subdivision of lot d -I, block 2 and Tract D, Tract E and Tract G, and a resubdivision of Tract A, a part of Tract B, Tract F, lot e, Block 2; lots a, b, P -1 and P -2, Block 3; lots 14 through 18, Block 5; lots i, j, k, I, m, n, o and p -3, Block 5 -A; Mill Creek Road, and a part of Gore Creek Drive and Hanson Ranch Road, Vail Village, First Filing, lying in the NE 1/4 of the NW 1/4 of Section 8, Township 5 South, Range 80 West, Sixth Principal Meridian, Eagle County, Colorado, more particularly described as follows: Beginning at the NW corner of the SE 1/4 NW 1/4 of said Section 8; thence angle left 90 003' 57" from the West line of said SE 1/4 NW 1/4 and along the S'ly line of lots a and b, Blk. 2, Vail Village, First Filing, 100.00'; thence angle left 290 59' 00" and along the S' ly lines of lots b and c said Blk. 2, 102.50' ; thence angle left 87025' 00" and along the E' ly lines of lot c said Blk. 2 and lot h, Block 5 -A, Vail Village, First Filing, 158.61' ; thence angle right 030 58' 00" and along the E' ly lines of lots e, f and g said Blk. 5 -A, 90.00' ; thence angle right 230 33' 00" and along the E'ly lines of lots a, b, c and d of said Blk. 5 -A, 89.98' to the NE corner of said lot o; thence angle right 010 11' 56 ", 40.42' to the SE cor- ner of lot e, Block 5, Vail Village, First Filing; thence angle right 97 044' 40" and on a curve right, radius 325.89', central angle 01 005' 30 ", arc length 6.21' to a point of compound curve; thence on a curve right, radius 65.80' central angle 22055' 01 ", arc length 26.32' to the SW corner of lot I of "Plat of the Resubdivision of Block 5 and a part of Gore Creek Drive, Vail Village, First Filing;" thence along the S'ly lines of said resub- division through the following 18 numbered courses : No. I - angle left 09008' 37 ", 20.29' ; No. 2 - angle right 030 50' 30 ", 4.66' ; No. 3- angle right 000 03' 00 ", 25.00'; No. 4 - angle left 060 58' 00 ", 2.28' ; No. 5- angle right 03° 27' 00 ", 20.47'; No. 6 - angle left 050 39' 30 ", 27.47'; No. 7 -angle left 070 23' 30 ", 26.87'; No. 8 - angle left 050 55' 00 ", 13.03'; No. 9 - angle left 010 00' 00 ", 1 3.1 5' ; No. 10 - angle right 01° 00' 00 ", 25.05'; No. I I - angle right 020 57' 00 ", 24.93'; No. 12 - angle right 01° 16' 00 ", 21.58'; No. 13 - angle right 030 12' 00 ", 21.46'; No. 14 - angle right 01° 08' 00 ", 23.06'; No. 15 - angle right 01° 12' 00 ", 27.1 1' ; No. 16- angle right 040 46' 00 ", 17.96' ; No. 17 - angle left 070 58' 00 ", 6.91' ; No. 18 - angle left 040 46' 30 ", 26.61' ; thence angle left 120 43' 36 ", 64.36' ; thence angle left 15* 29' 54 ", 44.73' to a point of curve ; thence on a curve left, radius 174.98', central angle 000 58' 44 ", arc length 2.99' to the SW corner of lot 14, Blk. 5, Vail Village, First Filing ; thence angle left 750 38' 16" along the W' ly line of said lot 14, 106.5l'; thence angle right 720 43' 00" along the N' ly line of lots 14 through 18, said Blk. 5, 136.53' ; thence angle left 76004' 39" along a curve left, radius 856.39', central angle 000 09' 50 ", arc length 2.45' to a point of compound curve; thence on a curve left, radius 70.00', central angle 300 43' 46 ", arc length 37.54' to a point of tangent ; thence on said tangent 79.37' to a point of curve ; thence on a curve right, radius 130.00', central angle 150 02' 25 ", arc length 34.12' to a point of tangent; thence on said tangent 77.37'; thence angle right 90° 00' 00", 50.00'; thence angle right 900 00' 00 ", 77.37' ; thence angle left 950 22' 23 ", 55.11' ; thence angle right 420 49' 47 ", 6.76' ; thence angle left 250 57' 47" and along the S'ly line of Tract B, Vail Village, First Filing, 100.00'; thence angle right 250 58' 00" and along the S' ly line of said Tract B 170.00' ; thence angle left 900 00' 00" and along the E' ly line of said Tract B 198.31' to the S' ly right of way line of U. S. Highway No. 6 ; thence angle right 900 00' 00" and along said S'ly line 360.30' to a point on the E' ly line of the NE 1/4 of the NW 1/4 of said Sec. 8 ; thence angle right 790 44' 07" and along said E' ly line 524.45' to a point on the boundary of Vail Village, Fourth Filing ; thence angle right 1000 40' 00" along said boundary line 200.00' ; thence angle left 900 00' 00" and along said boundary line 89.99'; thence angle right 1060 51' 19" and along said boundary line and along a curve right, radius 70 -00', central angle 070 08' 41 ", arc length 8.73' to a point of tangent ; thence along said tangent and along said boundary 4.56' ; thence angle left 90 000' 00" and along said boundary 40.00'; thence angle left 900 00' 00" and along said boundary 4.56' to a point of curve ; thence along said boundary and along a curve left, radius 110.00', central angle 240 00' 00 ", arc length 46.08' to a point of tangent ; thence along said tangent and along said boundary 204.75' to a point on the E' ly line of the NE 1/4 of the NW 1/4 of said Sec. 8 ; thence angle right 790 20' 00" and along said E' ly line 134.17' to the NE corner of the SE 1/4 of the NW 1/4 of said Sec. 8; thence continuing along the aforesaid course and along the E' ly line of said SE 1/4 of said NW 1/4 465.9l'; thence angle right 97000'06" and along the boundary of Tract F, Vail Village, First Filing, 446.70'; thence angle right 690 10' 42" and along said boundary 202.56'; thence angle left 56 039' 42" and along said boundary 161.92'; thence angle right 90 000' 00" and along said boundary and along a curve right, radius 161.92', central angle 280 43' 00 ", arc length 81.15' ; thence angle left 900 00' 00" 40.00' ; thence angle left 900 00' 00" and along the boundary of Tract E, Vail Village, First Filing, and along a curve right, radius 126.05', central angle 120 35' 00 ", arc length 27.68' to a point of tangent ; thence along said tangent and along said boundary 106.85' to a point of curve ; thence along said boundary and along a curve right, radius 631.00', central angle 08 16 30 arc length 91.13 ; thence angle right 90 00' 00 and along said boundary 50.85; thence angle left 60 39 30 and along said boundary 152.00'; thence angle left 18 0 40 00 and along said boundary 250.00'; thence angle left 95 0 20 00 and along said boundary 145.00 ; thence angle right 50° 26' 00" and along said boundary and along a curve left, radius 85.00', central angle 97045' 00 ", arc length 145.02' to a point of compound curve ; thence along said boundary and along a curve left, radius 1466.50', central angle 040 38' 18 ", arc length 1 18.72' ; thence angle right 850 33' 48" and along said boundary 54.82'; thence angle left 440 01' 30" and along said boundary 97.02' ; thence angle right 1430 32' 00" and along said boundary 322.05' to a point on the W' ly line of the SE 1/4 of the NW 1/4 of said Sec. 8 ; thence angle right 620 15' 57" and along said W'ly line 443.41' to the point of beginning, except Block 2, lot d Vail Village, First Filing and except Block 4, Vail Village, First Filing. LEGEND N E - Northeast SE - Southeast S W - Southwest NW- Northwest N'ly - Northerly S'ly - Southerly E' ly - Easterly W'ly - Westerly Blk.- Block Prepared by MEURER - SERA F /N/ AND MEURER Consulting Engineers - 2901 W. 19th Avenue Denver 4, Colorado That Vail Associates, Ltd., certifies thhat it is the owner of all platted lands subject to easements and rights of way of record. That Vail Associates, Ltd., for itself does hereby lay out, plat and subdivide the platted lands into such tracts, blocks and lots as are shown on this plat under the name and style of "VAIL VILLAGE, FIFTH FILING." That Vail Associates, Ltd., hereby excepts and reserves to itself, its successors and assigns, in fee simple absolute, all portions of the platted lands shown as roads, streets, drives, lanes, places, circles and walkways as are shown on this plat except that part of Mill Creek Road 25feet either side of its centerline and that portion South of a line 25 feet from the centerline of Mill Creek Road and adjacent to the East Line SE 1/4 Sec. 8 as shown on this plat are dedicated for public use. That Vail Associates, Ltd., by these presents does dedicate to public utilities, water and sanitation districts the right to install, maintain and operate mains, transmission lines, service lines appurtenances, provide such utility and water and sanitary sewer service within this subdivision or property contiguous thereto, over, under and across the roads, streets, drives, lanes, places, circles, and walkways as are shown on this plat, also easements for utility and drainage purposes as shown. That Vail Associates, Ltd., declares and agrees that the platted lands shall be subject to the protective covenants as recorded in Book 174 at Page 179 of the records of the Clerk and Recorder of Eagle County, Colorado, which are incorporated herein by reference. VAIL ASSOCIATES, LTD., A Limited Partnership By The Vail Corporation - General Partner ATTEST By Peter lt/. SNOCrt By peter L//, Peter W. Seibert-General Partner Peter W. Seibert - President Keith L. Brown - Secretary DENVER UNITED STATES NAT NA A a, KI 10 L B NK, TRUSTEE , HOLDER OF MORTGAGE AND TRUST AGREEMENT ' By T A For re ster r Attest .2r,'.4 Zwonsoh Trust Officer Assistant Trust Officer STATE OF COLORADO 111 CITY AND COUNTY OF DENVER) SS ��•�. +": The foregoing instrument was acknowledged before me this .2 7,0'4 day of A. D., 1965, by the above signed parties. Witness my hand and seal. My commission expires A °r,/ 2�� 1.9 Sol '•• „ Notary Public j CERTIFICATE OF SURVEYOR I, E. MAX SERAFINI, a land surveyor, registered under the laws of the State of Colorado, do hereby certify that the survey of VAIL 11S' VILLAGE, FIFTH FILING, was made under my supervision and that this Plat accurately shows the platting and subdivision of such VAIL VILLAGE, FIFTH FILING. The lot corners and boundary corners have been pinned and monumented.¢' t F - •I tw .;� Dated this 3 - day of A. D., 1965 t Registered Lad Surveyor r % `' :r�`` o u QT,'_ 0 , Ln �a n'' APPROVAL OF PLANNING COMMISSION A APPROVED by the Eagle County Planning Commission this V today of /:oveowher A.D., 1965 By Art%iyr you! /cs Chairman .. APPROVAL OF THE BOARD OF COUNITY COMMISSIONERS OF EAGLE COUNTY This Plat of VAIL VILLAGE, FIFTH 'FILING, is approved for filing in the records of the Clerk and Recorder of Eagle County, Colorado. Dated BOARD OF COUNTY COMMISSIONERS By %%ion/ Chairman Clerk CERTIFICATE OF THE COUNTY CLERK AND RECORDER OF EAGLE COUNTY .s M I , 7`i0,0741s F. l e-25MOO , Clerk and Recorder of Eagle County, Colorado, hereby accept this Plat of VAIL VILLAGE 0 FIFTH FILING, for filing in my records as indicated below. Dated lho✓eop6er F/ le. /No. / O S2 S 3 7 f oys Z3rc��r Filed Xovevvhee 4Z, /965 Clerk and Recorder of Eagle County, Colorado a t 2 P.1rI. ,-n /- ^ /' (,-I VW- .e. ' 3 d w� A 1T' Q _ o f-.� ¢ ,� c,, ..-, ,o .� /� .00 0 O_ -f_- By Geor!'d►e 19. M41- . . I `' ► D , 1/4 NE SE I/4 ) NIP LA I I �_ NW I/4 SEC. 8 1 VAIL VIL „� - - -- - - 524.45 - -- - -- - - - 134.17 - - - - - - - - - -- - -- _ - 465 91 - - - - - - - - - - - o - - - 1,.' -- -- N VV 14 SE C. 8 -- - p'1 -D I - - -- -- - - - -- - - -�- - -- -�1 - moo- - - -- - -- -- -- - - - b IN tmILINU 44.,76 i -94.64 20.35 2C.3 U T iLiTY EASEMENT 34.17 O o� 4 `.44 183 96 l Tti 191.47 E +SEMEN T IO �TILiTY EASEMENT 3'9 6y EAST LINE NE I/4 _ _ _ 90 s �Oo / p, p I pp AST LINE NE 1/4 "�h 44 ° EAST LINE / ° h c ' is, oa 02 o b NW 1/4 SEC. 8 °`h OS'' O ,i SE I/4 NW I /4� A= 27 32 45' AN AMENDED SUBDIVISION AND A RESUBDIVISION OF PARTS I s� �c2 SEC. B;- R °175.00 -s: ti (' L= 84.13 0 I 4 , I M A°' o A= 90 °38' 03" I _ 1`- r� M "', o �' R = 83.18' I OF VAIL VILLAGE, FIRST FILING PART OF SEC.8,T5S,R80W,6TH PIA. f _. ,�� �� o, � 1 L =131.58 I 1 1 -I :v �� „O ih -� o TRACT i A= ° '03„ I EAGLE COUNTY, COLORADO I i ,. , - _ _5 08 i F 2 R =108. IS' a Y) ( _ L= 9.69 I SHEET 2 OF 2 � �� - 0•�_s � o� =,�40'�" A =84 °2803" � 25' 25' $�' I ' R = 20.00 "� 1 ►M r / N •� = _ �' D' R =.�4' L= 29.48. p '0 6pe Lu 4 0 I 1 I I. T _ f TRACT D 90 .° 6 9 r: V Y N N N 1°I e}- / ; v►' ' �' 251.46 ' J / N O ' I SCALE: I " =60 0 2� ,� �,I CHALET M ROAD N ' Z A= 119 °27'44° I o _ ^ I , •ZS 30.3 X38 .92 �` R = 50.00' I O 31 / _ VICINITY MAP (0 =� , R =� 1`� 44 I ,y `', L =104.25' I ") 2 24 °00'00 eti� J11) to 'Aq,o ' TRACT F I I R 81 W R 80 W 1 �iP s 110.001 1 f a �- ,h'b 1 O X11 W re° 4' S6 I L-46' = 46.481 P - I _ ~ G � FN ` SpRVH 4W,000 t � I ,I V i M co tP ° .� , 56 I I �'' Iw ?b of ' / / Z` 0"% ti0, a l I/y, \ 0 WA, g0 14.2 . 177.14' ►� I� ' 111 �l �� ,` �tiry O' � , 200 , Soft a ~ i� I I 14.63 L `� o v A= 8 °45' 28" ®ti I' N a m 10 I O p R =168.99 Q ► to -; \\� ^� L =25.83 I I 0 I- J FILING o T 5 S 1- ✓1 R = 20.00 I L= 31.42 in I 0 98-3/, A 4r/ h `'�` , o °, �° s? o / 1 1 ° / / Q O V _ • .� o 160.33 ,, /QO I -' 00., �• 00 � oP I J , of 1) O s+ < a W I I v M A= 30 °41' 0 9" R =225.00' of L= 12 0.50' >u I � °w \ o^' I Q .�. °M� W I ate' 20 20' z, N I I I ' I U WOE I T I` vQ' P- 2 ') - 1J' �O ' N _ A= 35 °27'43" _ t 1 A? 80 °36 i3' x'30 ��.► m 1h � °- L -6 108. 92' -cv fo' z90�'�N \9 O L-20.00 l `,OMB', C7 \ I I _ m - N m� '? it '^ 1' R 2 m \ -7 A .. c co M 00000" �` r�,:31 I In ,. 90 6.5 ° t 154 02 00 I �1 N p p a J R - 20 00, 11 Lz 31 42� - v ' 'r9os v 9. =3011 C) i i H �1 i l / T -53.92 p1 A 13 4) CD N 20' 20 L= 129.52 ° , N s 12T' J 11.0 oP6_0.04 l= J L =86205 \_0 u n w O O• I A =3°55'51" a� S v 1hAC�° cw 199.16' N 38 I 4.97' ��/ R =906.39 •00, $� - � 1 I / . I L =62.18 _0 a REEK ° ,. 1 c� ` u N SAO -1n C. A =102 00 0o I ° „ \ r :3 °'SI 2� $o N R= 20.00 1 ` =56 13 00 0% �° +Iy D R:886 AO 122.38 &Z 04. 20 L = 35.60' 1 ` R _122.48' %0 a �° / 1 E It -+ • 1 5. o• $ _ R i. o 7 p 0 L_ 120.17 O I \ oh 11 °� L: 54.5 O :5.20 r D =118 39.3 :20.00 2 000,31" Ds \� �3 M L 2 ��$ R:20•00. L =27.23 H5 p= g3 fl CA L= 41.42 4 I =. 13701 ,3„ �'• 50'23 ,y° `•, ;> 5 -4 °4 20 1 I t" ;Po Lz 8.5 Fn i� 840371,37,.,\ w % a 1c+ O - \ I ` G. 9p°°�' ��. 0225, /o° I tn� \�� '�; �, "°o , _ o I - -p= 8 16'39" \ 9 \ 1 °fin. / v 1y N i .cP ae d, �s° �°;, d 49, °° J 9o1 q \ R= 631. (' O D' ,�h (i /p , a ��. 3 p ►42 10' UTILITY On' 4� ' 1 °° '1 R c� O, " °�, �'� .h e N� °h 8's" 62° , ORAI a 81.3 = N L = 91.13 I t ` O 0 /�� /p°� (� N�3�230° 16• �. i` 3g 51, NAGS EASEMENTS 9 a cy S1 oy �/ pc \ "r - p 18.33 \ 2. 1 a O 'O 1 I 0000000 I I- S ��� • �� 106.5 % �' a Y �,� ° _�' ' / / m ( R_ 174.1 _ ) ,.. ` y6 1 5 EME /T j ,gyp � " .... _ � 8 S - / `, 1 ° d, N - = I ' UTILITY j I Q �2 • p °6 f� -r- 10 U _ T 1'r7 EASEMEN �- \ O'S N jj O J I � _ G ✓,�_ cu 0 - - 7 °1 IJ I n _ n o °s,, a r- I 203 \ r, .1 ' ( / 16 6 24 n "^ K wi 0 0', \ O 1 14 - ' 1 I ' • V a o M � ti I / \ / 1 si' 2 3 v 10 1 0 n, 91' ° 2 C00 O 175 13'30' to 1 "° ° ° 2 ° 0 184° 6 00 N a /24 .. 27.110 1 18101,2' 0V air �; 15 3. 11 1 , 23.x# _J 0-6 o°' �� O 0 (lv 0 21- _ ti ti��co fin/ v I I C -183 °12'00;, 1 _V6 o ���' (1� 00 Q �V / I w - 161 °20 00" I -I c �/�(p• o. �_ 2I.5 ' ° N c\J ►`� °^ e L `. I T 1 ,v \ `` O' 0�O^ C7 ' 181 °I6' 8 '" __ N O N O ^ i ' ?00 C /y� /� I J / - ti \ ,\,�, �i° �� I I vv� M " °1 oQ a ,�= N ° i ..� � 'V��I I I 0 +� '• v �L / �-- -�. 24.93 _ 0 N Q _J ` �j �/ ICJ ' / / M \ _ ?8 " , ,� 3 � cc 02 2 57 P-3 „ CO ,°` . v / .37 �► 25.05' 0 a 0 _ _ ^ = J A= 74 °52'00" / .8�� M In �9'(. 0/ or) (U _ _ _ v2 M v a `9�0 �ry ° / 1 U�� 181 °00'�" ,� °�0 72.i0 °,�' of R= 77.98' / �0 Q � T T- \ - 2p, ah s ° ro \ . ! I \ (iJ 13.15 " 10'UTILITY - L= 101.90' h P E� I \ Q. o as o na A,ri o J It)_1� 179 °00'0 ji EASEME b� o' '1 0 0� °'• v :. ' -13. Q NT oa e- �6 �y 0 I �� h V 174 05 00 v H- \ M / ` ` %/ ` 20.21' 20.21' - - - 89.98' �� / �C�l It) 26.87' _ � °O ' O `fl`.' e d ``�1 � y � o _ _ / N ___7 0- ° 4 NO _ - 'O. - -174 °2 ;y „ 5.Ifi 1'° `�c, �o \ / fo / 7 40.42 - s / - Ir Jf o 30 0 - \ ``b a 8302 - ' ry 0o g6 01 173 °p '� h ti `°- °° ON Qso . / \ \ �- 0451100 _ \ r• r - 2 204 n,, _M �, $_ m ° R, O I \ s c �, n \ 180° 15 00 6 44.27 - ro A ZO ' ° � g G �; fig$ • / '�, °° R ° 8526" �Q /,� ti* L 183o 4. o�;� �''4o m G� 32. \ � O. 1 °ot' 45 00 _ l.° 14 /, /: ^ti gLOl4,UP 2029, $,, .� P' \O \ �` EME� w /o °.a 6 S pS \ / / O' h h 4 ? °, , 1#O �� ter• ye0i00 �, _ 2p' 89.9d' �" 1 v 20�TILITY 10j 1�'Y' g e 40 ± �"� �n / / /� / \ / T X90 � - -� � - f O EASEMENT � f �°9 Prepared by I .981 N / d _ Pr - od r � � .. I i• \ 13 1 0 K I 5 I B I! 0 `AbKc \ 5 -A / i �oP .. MEURER, SERAF /N/ and MEURER WC.. / / t I P I a I b d �: I N a o h� '.�° // { T'4 / / I \ _ o- ti� POINT OF BEGINNING ,L, / Consu /tin Engineers - 2901 W. 19th Ave. I \. ° N w CO R. S E I/4 � ' I ! 1 1I I -I1 +.� I NK I/4 SEC. 8'- WEST LINE SE�4 NW I/4 SEC.8 10 UTILITY EASEMENT Denver , Colorado b ` "�C' 7 s� I ��'t -� > - 443.41' - 6 S 4 3 2 I o 64 S 4 3 6 CREEK 7 6 9 10 11 12 7 • 9 10 .r V CREEK 16 17 16 15 14 13 16 17 16 15 V I L V 11. L A GT 22 , 23 24 19 20 21 22 19 20 21 24 MINT RN 30 29 2e 27 26 25 3o 29 28 27 31 32 33 34 33 ' A36 31 32 33 34 V i M co tP ° .� , 56 I I �'' Iw ?b of ' / / Z` 0"% ti0, a l I/y, \ 0 WA, g0 14.2 . 177.14' ►� I� ' 111 �l �� ,` �tiry O' � , 200 , Soft a ~ i� I I 14.63 L `� o v A= 8 °45' 28" ®ti I' N a m 10 I O p R =168.99 Q ► to -; \\� ^� L =25.83 I I 0 I- J FILING o T 5 S 1- ✓1 R = 20.00 I L= 31.42 in I 0 98-3/, A 4r/ h `'�` , o °, �° s? o / 1 1 ° / / Q O V _ • .� o 160.33 ,, /QO I -' 00., �• 00 � oP I J , of 1) O s+ < a W I I v M A= 30 °41' 0 9" R =225.00' of L= 12 0.50' >u I � °w \ o^' I Q .�. °M� W I ate' 20 20' z, N I I I ' I U WOE I T I` vQ' P- 2 ') - 1J' �O ' N _ A= 35 °27'43" _ t 1 A? 80 °36 i3' x'30 ��.► m 1h � °- L -6 108. 92' -cv fo' z90�'�N \9 O L-20.00 l `,OMB', C7 \ I I _ m - N m� '? it '^ 1' R 2 m \ -7 A .. c co M 00000" �` r�,:31 I In ,. 90 6.5 ° t 154 02 00 I �1 N p p a J R - 20 00, 11 Lz 31 42� - v ' 'r9os v 9. =3011 C) i i H �1 i l / T -53.92 p1 A 13 4) CD N 20' 20 L= 129.52 ° , N s 12T' J 11.0 oP6_0.04 l= J L =86205 \_0 u n w O O• I A =3°55'51" a� S v 1hAC�° cw 199.16' N 38 I 4.97' ��/ R =906.39 •00, $� - � 1 I / . I L =62.18 _0 a REEK ° ,. 1 c� ` u N SAO -1n C. A =102 00 0o I ° „ \ r :3 °'SI 2� $o N R= 20.00 1 ` =56 13 00 0% �° +Iy D R:886 AO 122.38 &Z 04. 20 L = 35.60' 1 ` R _122.48' %0 a �° / 1 E It -+ • 1 5. o• $ _ R i. o 7 p 0 L_ 120.17 O I \ oh 11 °� L: 54.5 O :5.20 r D =118 39.3 :20.00 2 000,31" Ds \� �3 M L 2 ��$ R:20•00. L =27.23 H5 p= g3 fl CA L= 41.42 4 I =. 13701 ,3„ �'• 50'23 ,y° `•, ;> 5 -4 °4 20 1 I t" ;Po Lz 8.5 Fn i� 840371,37,.,\ w % a 1c+ O - \ I ` G. 9p°°�' ��. 0225, /o° I tn� \�� '�; �, "°o , _ o I - -p= 8 16'39" \ 9 \ 1 °fin. / v 1y N i .cP ae d, �s° �°;, d 49, °° J 9o1 q \ R= 631. (' O D' ,�h (i /p , a ��. 3 p ►42 10' UTILITY On' 4� ' 1 °° '1 R c� O, " °�, �'� .h e N� °h 8's" 62° , ORAI a 81.3 = N L = 91.13 I t ` O 0 /�� /p°� (� N�3�230° 16• �. i` 3g 51, NAGS EASEMENTS 9 a cy S1 oy �/ pc \ "r - p 18.33 \ 2. 1 a O 'O 1 I 0000000 I I- S ��� • �� 106.5 % �' a Y �,� ° _�' ' / / m ( R_ 174.1 _ ) ,.. ` y6 1 5 EME /T j ,gyp � " .... _ � 8 S - / `, 1 ° d, N - = I ' UTILITY j I Q �2 • p °6 f� -r- 10 U _ T 1'r7 EASEMEN �- \ O'S N jj O J I � _ G ✓,�_ cu 0 - - 7 °1 IJ I n _ n o °s,, a r- I 203 \ r, .1 ' ( / 16 6 24 n "^ K wi 0 0', \ O 1 14 - ' 1 I ' • V a o M � ti I / \ / 1 si' 2 3 v 10 1 0 n, 91' ° 2 C00 O 175 13'30' to 1 "° ° ° 2 ° 0 184° 6 00 N a /24 .. 27.110 1 18101,2' 0V air �; 15 3. 11 1 , 23.x# _J 0-6 o°' �� O 0 (lv 0 21- _ ti ti��co fin/ v I I C -183 °12'00;, 1 _V6 o ���' (1� 00 Q �V / I w - 161 °20 00" I -I c �/�(p• o. �_ 2I.5 ' ° N c\J ►`� °^ e L `. I T 1 ,v \ `` O' 0�O^ C7 ' 181 °I6' 8 '" __ N O N O ^ i ' ?00 C /y� /� I J / - ti \ ,\,�, �i° �� I I vv� M " °1 oQ a ,�= N ° i ..� � 'V��I I I 0 +� '• v �L / �-- -�. 24.93 _ 0 N Q _J ` �j �/ ICJ ' / / M \ _ ?8 " , ,� 3 � cc 02 2 57 P-3 „ CO ,°` . v / .37 �► 25.05' 0 a 0 _ _ ^ = J A= 74 °52'00" / .8�� M In �9'(. 0/ or) (U _ _ _ v2 M v a `9�0 �ry ° / 1 U�� 181 °00'�" ,� °�0 72.i0 °,�' of R= 77.98' / �0 Q � T T- \ - 2p, ah s ° ro \ . ! I \ (iJ 13.15 " 10'UTILITY - L= 101.90' h P E� I \ Q. o as o na A,ri o J It)_1� 179 °00'0 ji EASEME b� o' '1 0 0� °'• v :. ' -13. 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MEURER, SERAF /N/ and MEURER WC.. / / t I P I a I b d �: I N a o h� '.�° // { T'4 / / I \ _ o- ti� POINT OF BEGINNING ,L, / Consu /tin Engineers - 2901 W. 19th Ave. I \. ° N w CO R. S E I/4 � ' I ! 1 1I I -I1 +.� I NK I/4 SEC. 8'- WEST LINE SE�4 NW I/4 SEC.8 10 UTILITY EASEMENT Denver , Colorado b ` "�C' 7 s� I ��'t -� > - 443.41' -