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HomeMy WebLinkAboutVail Intermountain Development Subdivision Block 2,� _ � . m • 0 - _ T ,,_ .. .__ *,,_.. _ .. .�. �.__._.... . :.., �:.. ..._ _.. . ..,_ _ �,--s:-.-.--�-�. . .._ . .,, _ .... , . . s� ,. ., VAlL INTERMC�UNTAIN DEVELOPMENT SU6DIVISION 6 L�CK 2 . , '�bi p.00 _ �� � 6os. �e 5 ` OD , A�J�i'i, 9 4. 0 N Z3� 32 23� � ,�,�0 2��t% 8=544'14�02��E \ TI E TO 8RAS3 CAP �� N� g.��N'C C= T9.64� W. C. F 0 R W I/4 3�. , ,�rt'� AgEM� S E C. I 4 T S S R B I W 6 P M 6 6' 235 • O ,�� ���� N 76° 20� 06"W 1555' Gf� �,�N� ,� ��� 6�g0� Sf��J` 5 5� �N 6�� C�v� s ssOS9, e\,�G � GP �6�r�0 " E . � '''�� / / C�`�``S's► /��' s �,E � P� '�v�P � � 3� �2 .63 Z�°����a � / 3 �`,����� 4 , ,,yp ,LO !�P �,� �? pE �9° � ,N � a F' SA';� 6 0 .�gZa ;p;� . y �Q =� � o ;� �u+ N h N 84 • 40� W 218 8� Tl E TO W, C. FO R W 1/4 SEC 14 TS S R 81 W 6 PM �� T•0 O E 00 6p.0� 6•� � ..� �Oe �� � 12,019.0 `3p v� 2 �-- � - W A � � �04 �C1 �. � d�o ,� �. . �� Ze 4 � � t3 � p�� �.. � • N O �O W�� � O ` ,� ��i� � °-+�`�- a� � h \0 9O �p ��y � C� 3' • FF' �F '� `a = F. � cyN 9 ti � � �9� 3 8, M `y A 9�131.0 � .7~ �� N �Z� ��$ �� �Z� ei�. . 4� O t� �ti a2' �` ' � �' ° � a -�. A 9 51. 0 �' 3�O �� .• s � � � � A II, S I4.0 _/ � - � �,5 �• •O . u o ,7 `O �' �,�, � � 0 ,'� „�"� ?a G' ` ` '� G Sr84°42'2 �6 "E cV M m v 9 o\O �o� �' 4 O� O� / �, �v 64.56 B; �'84g3` �/� A 12,943.0 ��y9 gg�� , ���, A 9,227.0 �"� �oa ,� 91.89' ST2�4T�43•E � �2 --�� - . / LA R KSPtIR , 'q•s �F �O� , Oo B9, g �O \ 2i3� \�2• � � �= 46°49�56� O � 8=N38°51`,IO��W R= I 80� 2b� ��C= 7.01 . T= 77. 95' g� � � o!� q g� L= 147.13�� �' sa�'� C=143.0T� �� � u�0 8=S61°IT 28 E \ es �2' S8• �4' 8'' a=7o�o�'�6'' R= 50� = 35.0� B L 0 C K 3 �= 6t.�o q N E � J �, � % `9i• �a►, O • • � o o� •3'' � � A 10, 409 . O � p a� "� � ao � o�j ? 7P O� G 'y�4 / • � � �� ' Z� � �' ��� 0 � t�` � .y •°� i1.0 g0 �a �6� �� G' ` � / 0� 0•5 .� �► 0�6 �� � g� � 0= 40°56�41,� N12 � � R=238� � s,QVR r= ee.e�' %r p,RK �� Z E L= 170.08' �,� � 3$ 3 C= 166. 48 � N b3•� 8= N SI• 37�54" E �= 54•07�21" R = 75� T= 38•32� � L= T0.85 � C= 68.24 8= N 44°02� 33"E NOTE ^ a �= INTERIOR ANQLE � � R= RADIUS OF CURVE T= LENGTH OF TANt3EAT L = I.ENOTH OF ARC C= LENOTH OF LON6 CHORD 8= BEARINO OF LONO CHORD A= AREA IN 3QUARE FEET 0 � � �fJ V , �'� i 0 0 -�� � � O � � h� O �\ �L � o nj� • g ,� A1 ., y1 0� h0 , 23 2�` d�� � . �3 2''� ZZ°� r1 �g • � � KY�0�4�1 ALL MEN BY THF�SE PRF�ENrS that VAIL INTF�MOUNTAIIV ASSOCIATLS, being the owner of certain land.s in Eagle County, Colorado, describe�d as follows: A parcel oP la�i in the SW� of Section 14, Township 5 South, Range 81 West of the 6th Principal Meridian, more particularly described as follaws: Beginning at a poi�nt Whence a brass cap set for the witness corner to the West � corner of said Section 14 bears N�+2°50' 21" w 819.13 feet; thence N 62°26'10" E 760.69 feet; thence S 39°11'30" E 263.87 feet; thence N 52°59'30" E 142.24 feet; thence N 73°32'00" E 605•35 feet; thence N f37 09'10" E 7F3.00 feet; thence S 31°21'07" W 181.53 feet; thence alon�; the arc of a curve to the right which are subtends a chord bearing S 21� 23'S8�� E�+3•�+7 feet; thence alon� the arc of a curve to the ri�rht which are subtends a chord bearing S 23°27'13" W�+9.29 feet; thence S 31 09'33" W 90.00 feet; thence alon� the arc of a curve to the right which sre subtends a chord bearing S 51�37`5�`� W 183•97 feet; thence S 71 3�i' 32" W 63. 50 i'eet; thence alon� the arc of a curve to the left which are subtends a chord bearing S 44�02'33" W' 6F3.24 feet; thence S 17°5�' S3" w 29• �+2 feet; - thence along the arc of a curve to the right which are subtends a chord bearing S 27°36'S5" W 82.15 feet; thence alon� the smc of' a curve to the right which are subtends a chord bearing N 54°05'O1" W 1�.25 feet; thence S 74 36' l0" W 122. �+7 feet; thence N 75°00'04" W 160.34 feet; thence alon� the a�c of' a curve to the right which are subtends a chord bearing S 55�02'l1" W 61.U�+ feet; ' thence N 24°39'S1" W 50.00 feet; thence along the a�c of a curve to the ler't which are subtends a chord bearin� N 39°53'00" E 103.80 feet; thence N 14°25'S1" E 110.51 feet; thence along the arc of a curve to the left which are subtends a chord bearin� N 47°20'37" W�+4.21 feet; thence S 7U°52'S5" E �6•55 ='eet; thence along the arc of a curve to the right which are subtends a chord bearing S 86�36'17" W 145.60 feet; thenee ?J 7'7°�+0' 21" W 62. 77 ieet; thence alon� the a�rc of a curve to the left which are subtends a chord bearh� S�3°12'�" W 181.76 feet; thence S 74 05'19" W 10.76 feet; thence alo� the a�rc of a curve to the right which are subtends a chord bearing N 72°33'05" W 111.05 feet; thence N 50 �i'30" E 50.00 feet to the point of' be6inning, containin�r lU.�+3 acres, more or less, and being subject to all easements and �ri�,hts-o�-Way oY record; have by these presents laid out, platted and subdivided the sarr;e into lots and blocks, as shown on this plat, under the nazne and style of Vail Intern�ountain Development Subdivision, and do hereby grant to the County of Ea�le, State of Colorado, for the use ol' the public, the Avenues, Streets, Drives, Courts and Pl.aces hereon shown. Also the ease:r�ents are reserved as shown, f'or public utility purposes and drainage, and a 5' wide strip along a]Ll interior lot lines is dedicated as utility easei:�ents for use of public and private utilities and drainage ways. EXECt1�ED this /6 day of ��+� , A.D. 1970. vAli. ir�TII�rROtnvrAlrl AssoCiATEs 'N��1�ER D� "�ELiD bf 'FRV9T : by DAf�.? 0£vELOPMENT G�, C�tneY�� �ar}r��t� J 1' . �� bY I/l/Yh. j'���� e�JL //`��� ��'1� Timothy R. ar'ton, General Partner Gsw� �1�►�"•eN STATE OF COLORADO � APPfZOVAL OF PLA1Vr1ING CONII�SSION COUNTY OF �•AGLE � ss. Approved by the Ea�le County Pln n�rr�� Commissioners, this The foregoing dedication was acknowled.ged before me this 1��day of u,� ,� , A.D. 1970, by � day of .7'v�Ne , A. D. 1970, �_� , Chairman. CRcT/NG�) bY�s� d '?� S!�/Y a C�1�¢ Tbi✓ as �t /aar �irr� r N�y couunissi n expires �; �/ •/o(, of ���T ,a�?V,g,�O,q^•��T Witness my hand and. seal. �.j, � l enene�/ O�trl�ir� r" v�C . sN'r�R,s�u,�/r���v ASSoCl/1'�FS ���`� BY BOARD OF COUl�TP�C CONII��SSIONII�S Approved by the Ea�le County Board of Commissioners, this �'�` �Y�Q�f r/��, A. D. 1970, bY ';(. �, R' �� � 6 , Chairman. � A'I'I'ORNEY' S CERTIF?�ATE RECORDER' S CF�tTIFICATE �'�� �� I, }�ua�� T. Wt�NSNiryvK , an attorney-at-law, duly This plat was filed for record in the office of the County licensed to practice before the courts of recoi•d of Clerk an Recorder of F�a.gle County, at3%° ,M. on the 307� COLORADO, do hereby certify that I have exar�ined. the day oY , A. D. 1970, in Case ;Z , Drawer title of all lard tnerein a'bove platted and shown upon y,_ ception No. //367�. . Pr-o�ective Covenants are the written plat, and that title to such land is in the recorded in Book , Page , Eagle County Records. dedicators, i ree arnd clear oi all liens and encu;rbrances. P/a T" a lSo pec o r d e� Y3e� K 2/ 8', P� 9� �2 . Dc�ted thi s/� day► of �iunr E , A. D. 1970 . ��Qr 0 � � , F�gle County Clerk and Rec der � � _ � _._ �D Att rney-at-Iaw /�. �' �l St1RVEY0R' S CERTII+'ICATE I, Jerome F. Gamba, a re�istered, land surveyor of the State of Colorado, do hereby certify that there are no roads, pipe- lines, irrigation d�itches or other easements in evidence or known to me to exist on or across said property except as shown on this plat. I certify that the survey represented by this plat was made under my direct supervision and that this plat aceurately represents said survey. Steel pins were set at all boundary corners and concrete monuments were set at street corners as requiredl. eror:�e F. Gamba & LS 5933 F. G 4 � iT6'��n\ � � 5'933 � * � . .� �`.�,o •r� 0� co���r� OATE oF SuRVCY ,- JUIJ� 1970 ��� _ .�. ,L / / `���1� � _ � � P ELOORADO . ENGINEERING COMPANY CONSULTING ENGINEERS • GLENWOOD SPRINGS COLORADO 50 25 0 50 100 SCALE 1°= 50' Shes+ I of 3 ; � I.,.,�.-� � SEC f4 T 5 S R 61 W 6 P N TI• 35� 27��W 1587.04� DLOCK 4 � 0 ..�-r--�-�----... _ _ � �Q J .r Q Q � � � ~ 2Q 4� , o�� �,4 O �� cv W 4 � � // V,•, / ! �= � � =123° 32� :6�� Fp /,� �� R= 5 0. 0 9� � T= 93.32 q� L= 108.01� Mi C=88.Z7� N 3 _I � � 3 � d _ � h � h oN � N O �F ^�t ° /h y M a . _!� � y C=7 0= 50° 54� 18'� 0� �� T 8= S R= 145.77� '�' � / T= 69.38� �� N � N L- I 29. 51' •� 2 G I 2 5.29�h"� � 8=S 30° � C= 81.9C 5 Ns / � A cn .� � _ N s � � .�� k �s� � `�. � �'�\� T5°O� °O A / °.s , �y�b� o F �.vP�NE r NOTE p= INTERIOR ANG�E R = RADIUS OF CURVE T= TANGENT L = LENGTH OF ARC C= LENGTH OF L4NG CHORD 8= BEARING OF LONG CHORO A= AREA IN SQUARE F�EET VISION 6LOCK 3 VAIL INTERMOU NTAIN DEVELOPMENT SUBDI , BLOCK 2 � = 46° 49� 56�� R= 180� T= 77.95� L= 147.13' C=143.07� � 'S61° 17� 28�� E � � < C� i ' I ��,F i o�� 320 �� � s�OG \ , �A 4 �S' 82s � ��,� PNE L �= 5 5° 5 I� 23�� � R=100�_ � �, � , �� �i - �7 T� � / / / ��� w " /1%��. �� �4,�"� �/.��,�"�srF�;AF�� \� � ii� ! � �.;; _..�,.- ^t .Y (` .:/-0 � ..-.. . � _ <,� xi �; ', ` h`„ r, �... � _ �v j� ��t�' . , DATE O� , - ✓!/NE /97 D � -- �..�.`r . _�, --- -�- -� ._. _�,. ..._.��---.-�----,-- .. ___._.. ELDORADO ENGINEERING COMPANY CONSULTING ENGINEERS LAND SURVEYORS GLENWOOD SPRINGS, COLORADO 50 25 0 50 I 0 0 SCALE 1"= 50' � � �� , Sh�ef 2 of3 , it s ., ,-. .. � _ ._� I�'�r,,, _ . .,: , �:,, s>+ep�' �''jf'',�,7��.. I � g ¢ I. � � � I�, � W ' Z i. � N I N O � O ZO � Z I ; � 'm �� � c � � � 0 O °C I V P:; ti 0 � �., I . e� , � � s , I'. � � � �, �� I , ��. I�, ��. �� ' F I ' I: ,'..'X "-�., �. , `. yu� r �' li j ` �,: s;' � . la ,�::�... -�.��:.':. � `�. lY . ''. { �':._: � .. �� > ��:`i;; � , . ` � �r� � �r J 0 � z ,f � � �a � � ' � ■ JI? R / � � � . . . . .... _._,r -,r� . _. � -- --- � � . � ��.�r� � �, �„ _ - � ■ s