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1�l 74° 3' 5 3' E� 190 .�1 �t '
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CERTIFICATE OF DEDICATION AND OWNERSHIP �!
37 �$ YV. C. � I rJ Z.�q � a � THE UNDERSIGNED, BEING THE OWA]ER
� � \ \ `� � � I � OF THE FOLLOWING DESCRIBED PARCEL OF LAND
� N
f: �Q ,
� � \ \ / � � LAND DESCRIPTION
\ ��o- /� A parcel of land l�cateci in Section 12, Township 5 Sauth, Ran�e R� WesT_ of the
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0 oP .�ixth PrinciP�] Meri�ian, Ea�]e Countv, Colorado, according ta the Survey or
E„ �' S; \ \ � N�� \ S� sa3d TownshiP and Rauge as approved on April 20, 1892. Said parcel being more
L � O D 9 a , particularly describ'�d, with all bearings herein based on the bearing of the
Z_. cN 6', _- - _ -- - --- --- - -
� ��'o \ � ----- ---- South Line of the Southeast One-Quarter of said Section 12 as platted for the
Z `�`�O 6� s' A N A/'V1,E �i�horn Subdiv{sion Fifth Addition as recorded in the Eagle County Records, as
o� o_� o NDED CONDOMIN I UM M A P fol loWS, to Wi t:
_ , o _ � o ,,
I Beginnin� at a point from whence the Southeast Corner of said Section 12 bears
z ��_ ��o '� \ � A PARCEL OF LAND SITUATED IN SECTION 12, T.5S. , s. ������1��� E. ��4.�4 feet; thence S. �S�o6�19�� W.181. �
24 feet; thence
, �. ���. � 6th P.M. EAGLE COUNTY, COLORADO rl• �5°24'00" L1. 2.20 feet; thence Northwesterly 150.14 feet along the arc of a
� 0�-_ N'46'42'3lo��k/
0 '� zg•98 \ curveoto the left having a radius of 167.44 feet and whose chord bears
N. 31 05'18" W. 1.45.16 feet to a point of compound curvature; thence
� Northwesterly 122.89 feet along the arc of a curve to the left having a radius
� 6 \ of 267.35 feet and whose chord bears N. 69°56'42" W. 121.81 feet• thence
� -_
aP
� N c9p ��o -� _ - S• 87°27'S9" W. 33.93 feet; thence N. 63°27'25" W. 176.17 feet; thence
Northwesterly 19.36 feet along an arc of a curve to the ri�ht having a radius of
N I �o y° �` W� GC,E J�� APPROVAL OF THE TOWN OF VAIL 25.5 feet anci whose chord bears N. 41°42'25" W. 18.90 feet; thence
C � � �
N. 19°57'25" id. 31.14 feet; thence N. 45°42� 36�� W. 28,4$ feet; thence
� � �� o�� a ��3, THiS CONDOMINIUM MAP OF VAIL EAST TO{�N!lOMES AND CQNDOMINIUMS BE AND TH N• 16°49'�1° td. 28.00 feet• thence ° � '
E SAME IS o� � N. 03 49 17' W. 68.48 feet; thence
•u� . I� E yo HEREBY APPROVED. S. 69 05 0(1" )3. 32R.73 feet to an existin� rebar and aluminium ca marked
I �_� �+
�-.1 e� L.S. 2149; thence �. 53°45'15" E. 255.38 feet to an existin concrete highway
.N � SENIOR LA R; g
�,c � r� monument for U.S. }Iighway No. 6; thence S. �6°12'45" F,. 124.27 feet to an
�- ��� �O PA R CEL A existing concrete highway monument for U.S. Highway No. 6; thence Southeasterl
� � � , Y
\ BY' 6.28 feet along the arc of a curve to the left having a radius of 1532.12 feet
I,' b� and whose chord bears S. 46°00'09" E. 6.28 feet to an exist _
�
�� �c N >�, y,o �.
ing rebar and alumi
o` }�.� �\o \ ` � DATE: �2 num cap, marked L.S. 2149, said rebar and aluminium cap being the Point of
p� � Beginning, containing therein 1.78 acres, more or less.
`� � '���,�0 A TTE ST : �
,
�
L= 19.310 � � 8 ° ' " LAND DESCRIPTION VAIL EAST TOWNHOMES AND CONDOMINIUMS
� R= 25. 50� 'io °+ �O �39 �g �� E REBAR E CAP COMMON AREA
� D= q3° 2.9` 59" �� v�� 8�' L.S." 21q9'
�� � K= )o. �; �'��c . CLERK AND RECOItDrER' S CE�TIFIC!�TE Q
�� ���� � �+ ���0. �� A parcel of land located in Section 12, Township 5 South, Range 80 West of the
�1r qZ 25 w .o N T�o �3� �-�' E 6th Principle rieridian, Eagle County, Colorado accordin to
'O K t, ° 1i8 .9 0 �'.�
�:� >o i�,q.�� ' G TAIS CONDOMINI[M lfAP UTA� FILED FOR RECORD ZN THE OFFICE OF THE CLERK AND Township and Range as approved on April 20, 1892. Said parcelhbeingVmore part-
Q �� N�v 6`° D 'S' RECORDER FOR EAGLE COUN�'Y, COLORADO, AT �0'CLOCK �M., THIg DAY OF icularl described
��
N 12°48�II�� W � p � 2�' \ �� � _..�._ Y , with al l bearings herein based on the bearing of the South
a 98.21� \ 02 �p e2�"5 �� A.D 1981 ANI� IS DULY RECORDED IN BOOK�3� ON PAGE/S Line of the Southeast one quarter of said section 12 a 1
�j_ -•� s p atted for the Bighorn
�. I ��
5�� ��' -�� Subdivieion Fifth Addition as recorded in Eagle County Records, as Follows, to
�: �.o t�
�� � <` '' 'X�o � ��E' 6a q\ `P � s �7/� ERK • • BY: � • wit:
N
�,;� � \� \�v a� �or�ysP� �`0 9Q /�o s o� ���o � AND RECOR ER �� N� N DEPUTY Se53°14ng at a point from whence the southeast corner of said Section 12, bea.rs
` `7' � � N 4 \ v, � . M .� - �.E CO(� 5 E, 215.32 feet; thence S 23° 56 14 W 30.06 fee • ° �
� t, thence S 79 51 16" W
..•••••••..,� 25.72 feet; thence N 89 55'30" W, 20.00 feet; thence S 12°13'32" E, 97.88 feet;
� � �3 ° � ��� '� � x 3T � � ��' �.�:�, � �/ � �, P._. . .., T�. °
� 6 2 � 9� \ 9_ �� � x�,-� �z thenc�e N 89°53'24" W, 40.16 feet; thence N 12°13'32" W, 97.86 feet; thence
� p' � 'i��' �+ )� � � , � N 89 55 30" W, 77.48 �eet; thence Nortliwesterly 163.64 feet along the arc of a
° � �� ;,. � � C ��� N= /� � � ca � A�.. curve to the right having a radius of 263.00 feet and whoae chord bears
7 t� �
' Y 4 � � � y+ ,rG ., � s . N 72 S 59" W, 161.02 feet to a point of compound curvature; thence Northwesterly
''P .� 46.5i feet alon ttie arc of a curve to the right having a radius of 60.42 feet
g
I � � \ \ �+ ��F � ,� ��`•..� ,,..•'� and whose chord bears N 32°1 ' .
�s i,.,.. 3 19" W, 45.37 feet, thence N 10°10'10" W 109.52
W � \ e : - - -_ __ �' � - feet; thence N o � „ , ;
�. W -- - ___ ___ __ �,M��� 12 48 I I W, gg, 2 � feet; thence Southeasterly 19.36 feet along
� � �, �, an a�rc of a curve to the left havin a radius of 25.5 feet and whose chord bears
20�UT1LITY EASE E�1T• �e,��b Y6 � ,�` ' g
S 41 42 25" E, 18.90 feet; thence S 63°27''L5" E, 176.17 feet; thence N 87°27'Sy" L�,
� ln O g 8732T�59" \ ��c ��° 33.93 feet; thence Southeasterl 122.89 fe 1
.
G Y et a ong an arc of a curve to the right
� 3'9 3 w C� \ having a radius of 267.35 feet and whose chord bears S 69°56'42" �, 121.81 feet
N� to a point of compound curvature; thence Southeasterly 15U.14 feet along an
Q� � (J arc of a curve to the ri ht havi
U T f o_� g ng a�radius of 167.44 feet and whose chord bears
� N /� � ��a, 6� .� S 31 S 18" �;, 145.16 feet; thence S 5 l4 00" E, 2.20 feet [o said Yoint Of
� �� STRE,� \ �}� yo bo �' aesinning containing therein 1.59 acres, more or less, together witli the followin
8
'? � sETgq C M � r� a'y, � e cribed easement for Ingress and Egress more particulary described as followH•
K �S � r\ � r,�� �, � � g� .
� � \ ��r Z� � �, 6\0 ,� � Beginning at a point from whence the Southeast corner of said.Section 12 bea%s ..
I t 9 Q , 36 feet; thence S 00°06'36" E, 115.87 feet, :hence S 41°00'
a r" S 89 53 24" E 212. o , 00 L�,
'�/�. p 87.26 feet; thence S 71 34 12" E;� 46.22 feet; thence 25.14 fee[, thence N 58°SS'CO" W,
� � � \ p\r �� �o ; 119.63 feet; thence N 86°00 00" W, 114.33 feet; thence N 41°U ' .
\
thence N 00°U6'36" �, 125.24 feet• o U 00" W, 176.67 feet,
� ` G C, E • cp�.� 6a p , thence S 89 53'24" E, 25.00 feet to said Yoint
� � \ ;. �o - Z��T.�' Of Reginning.
� � � = 4G.5�, _
����� �� DO HEREBY CERTIFY THAT THE CONDOMINIUM MAP OF VAIL RAST TOWNHOMES AAiD
R �0�0 4Z y CONDOMINIUMS IS FILED IN ACCORDANCE WITH THE COIVDOMINIUM DECLARATION FOR VAIL
`c ?> �r'F `° S )Te
(U L� = 44�0(o�/q~ 9i �� .f.AST TOWNHOMES AND CONDOMINIUMS.
CH =�t.J3z°/3'i9'"W ��
L= 1 Z Z. 89 � �+ .a �,o N ,.
o� `` G N l= 45. 37' R= z�T. 35 \ N �� >8, 2 f � r.;�
� � � \ a ' �2° 5 S' ��" L = ��7 44 .o >
� r�- ��� 14 . �
1ACCEPTED BY: EAST VAIL TOWNHOMES, INC. "'"`�� "'
\ , �/�/� rf
� ,� KW�. MON. �` �I� �,
�, COMMON A�'EA CC}l L_Nfo2°15g-iqz,.vu �_� 4��„ `03 �3�t sY: � � _ .•�+�-���a� r�'/�, .�
� , GN Q u 3fe� � r N V ,Z ►M � . 1 i L� ������,'�+��.�! /..s
l. =/G 3 G4, cHL = 145. I�►b r' p ro �O � s � �`�-��`�'' �" fT''o`-�' `'
\ � ��
\ R= 2G3. O � p�c � � TITLE:� VICE PRESIDENT -
� " 35 9�0t~ � j0 � 6 / SECRETARY ++'�', �` �-'''1 %t°'� �`
� \ �o �� 1• a ' _,.� '� G'r �;:-
� � - � 3 , N p io O � � ! �af- r.4s �.� ��� ;r�: � ��„ - �
DATE : s� lf /� �y,��#�w (I,�":���, '�/py1'
C /� = A1 %Z 05 59 /�✓ N � . � � �
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CN L = /G/• OL' W �
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�� sEE SNEET 2 Fo� � � ' STATE oF COL�?tAn�J � ,;�"�'���`�-�;t�'�
� lJT1L1TY EASEMENT t;, �r�� 'q � ,.._
\ >SS �__y�`,•
\ D I�' RI PT ION � � � �� � �' COUNTY OF EAGLE ) ' � l' ,�
� \ , �P � (:� ...�'
\ a � �.
� N � THE FOREGOING CERTIFICATE WAS ACKNOWLEDGED BEFORE ME THIS �3 � AAY OF
\ \ �� a o v� qj�c �p �w �' o .�io� o 1��� A.D., 19R�, BY JERILYN MERRIT� VICE PRESIDENT/SECRETAR
� \ � \ � p %o w 9 ��, / OF EAST VAIL TOWNHOMES, INC - -���
° � � 1 �S •, (� R .� L�,r"" ,
6�0 �O3'6 \ \� F � MY COMMISSION EXPIRES ry��OIPs �� ,-� �
�' Q' - �" .
Q � I �i,. 93 , • N � A � ; � �,..
�(� , 4� �, �� � � � WITNE S S MY EIAND AD1D SEAL . -^t� ' � • ���M
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O � �P I *t,�:�-�,���'�'��
C' �, \ �0 �' , � -
� \ � GC E Kwy. nno►u. .+�*' �r. .
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�v °� � R = � s 3z . i z „ a . �Qah.c.a� ' �'�-��`����,��� � � k
u a90 \ � �� �° 00� �4� OS NOTARY PUBLIC �.� T?
\ �s , n � L. • l�. 28' r�
„w e , r �
3o N'3 400 W ► Ct�l� S�1o°o0�09��E - ,;,�;'
/ \ 77 , � 2.20� S. Y5° Olo� )9" W. 161. Z�1 CK• 1..2.8' SURVEYOR'S CERTIFICATE
�� 48 �� � Q �� •/ ECTRIL TRANSFOfZA/�ER I, LEROY E. TOBLER, DO HEREBY AFFIRM THAT I AM A KEGISTEKED LAND SURVEYOR, LICENSED UNUER
� � � THE LAWS OF THB STATE OF COLORADO; THAT THIS TOWNHOME MAP OF VAIL EAST TOWNHOMES,
�9 � � � � 9.�� Sz3o5 ,
RE BAR E C A P BUILDINGS A, B, C, D AND E SHOWING THE BOUNDARY SURVEY TOGETHER WITH �UILDING LOCATIOIdS
Z� °SS� G/.q�r \ � L.S." ZIA9 ' AND IMPROVEMENTS� UNIT DESIGNATIOIV� DIMENSIONS AND ELEVATIONS� DOES CORRECTLY DEPICT THE
\ \ / / ���� ����'�/ 2 � �6' " _ �� LAYOUT, MEASUREMENTS, LOCATIONS, DIMENSIONS ELEVATIONS AND UNIT DFSIGNATIONS OF ALL THE
'� I S jZ5/'��„� \ \ \ � IMPROVEMENTS ON A PARCEL OF LAND SITUATEll IN SECTIUN 12, T.SS., R.8U W, 6TH P.M., EAGLE
� �i / � �_ COUNTY, COLORADO, AS FILEll FOK RLCORD IN THE OFFZCE OF 'rHE COUNTY CLEKK AND R '•'.•�,�. �
\� \ � / �p � p� � EAGLE COUNTY, COLORADO, AND WAS PREPARED AFTER SUBSTANTIAL COMPLETIUN OF TH����� �
�
\ / �0 � J� TtiEREOF. � :�P� ;S qF�;s?�
\ 3 � � v � �` ' s
,1, � � / IN WITNESS THEREOF I HAVE SET MY HANU AND SEAL THIS _* � ��� *_
,v e9 o S m / W 20� u��tlTY EASEMENT 3� DAY OF � • • �
5O4r 3' � e \ in � m - � �/�- ----- ' E •
Y �_ f�,/T>.�� A. D. 1981. � ' '
� N ; i Q �
H ��Ne 4 �" 1- , � �� � � / � . w _ LERO �. TOBLER, P.�y����,SU.� �O���PP��•
�'V
S E �4 �32 , �0� a�i Z , �t / � . /�r'rrr�l��� + u���i���`�
' SE ��z � � "� 20- � VAIL EAST TOWNHOMES
T. \
5 S� �� 8 I�.00� 40 ��0� \ S�7'g9�K 0
o � o /�ND CONDOMINIIJMS
- -�.-.._____ ..��. �__ _
� ti,, ,
SUNDIIAL / \� � ATE REV BY �
PNA5E2 � � �� � KKBNA,inc.
/ / z/,2 � CONSULTING ENGINEERS
•3 � \ / _
� 6 232 6050 DENVER CO�ORADO
/ � \ 3�-� 15 0
SCALE �° -��° 60 SITE PLANS AND
25� INGIZE55 AND �L,RE55 EAS�MENT�SEE
SHEE�' 2)AS PREPARED F3Y JAMES L WNEAT �`�^�� CERTIFICATES
TOW �DUS� M� OFIN UND AL P�ASEH2 �!2 ��R�E �U,NTY
3 � R JOBNO 5821.I10 SCALES 1��=30 SHT 1 OF la4
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UTILI'i'Y EAS�SEE SHEL►T 1!OR I,AYbUT �
.
TIE FROM NORTHWEST �ORrLR OF PARCEL TO PT. 1 OF UTILITY�EA3LMENT
S 69'OS'00" E 12.71' .
1 �
PT. 1 TO PT. 2. S 00'20'49" �l 20.16'
PT. 2 TO PT. 3 CURVE'TO THE LEF� �.28' A RADIUS OF 156.32'
CHORD � 5 06°07'08" L� 35.21'
PT. 3 TO PT. 4 N 68°48'S2" E 11.28'
PT. 4 TO PT. 5 S 21'll'08" E 20.00'
PT. 5 TO PT. 'S S 68'48'S2" W 13.00'
PT. 6 TO PT. 7 S 21'll'08" E 91.42'
PT. 7 TO PT. 8 S 66'34'35" E 133.55'
PT. 8 TO PT. 9 S 77'06'15" E 65.24i
PT. 9 TO PT. 10 CURVE TO TtIE RIGHT 177.60� A RADIUS OF 354.38',
CHORD � S 62°44'48" E 175.75'
PT. 10 TO PT. 11 CURVE TO THE RIGHT 98.27' A RADIUS OF 162.93',
CHORD � S 31°06' 37" E 96.79'
PT. 11 TO PT. 12 S S 4° 21' 06" E 12. 67'
PT. 12 TO PT. -13 � S 11°04' 42" E 1. 58'
PT. 14 TO PT. 15 S 84°33'32" W 50.36' __
PT. 15 TO PT. 16 S Oi'06'31" W 104.21' .
PT. 17 TO PT. 18 N O1°06'31" E 88.61' �
PT. 18 TO PT. 18A N 89°25'S5" W 108.47' �
PT. 18A TO PT. 19 CURVE TO THE RI(iliT 10T.34' A 1tADIUS OF 259.60' �
C!�(fltD � N 78'O 1' 03" W 106. S7',
PT. 19 TO PT. 20 CURVE TO THE RIGHT 79.80' A RADIU3 OF 59.70'
CHORD � N 40'39'40" W 77.19'
PT. 20 TO PT. 21 N 15•!0'38" W 82.46'
PT. 21 TO PT. 2� N 22'23'2S" W 19.01' ;
VAIL EAST TOWNNOMES AN17 CONDI�MINIUMS
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_ 'TIL lRt�i PT. 1' TO P2. 2 S S �! 2'09' 15" E 28. S1'
�'K. 2S ?0 !R'. Z6 8 66�34' 35" E 99.59' ° .
�tT. 2b '1'0 PT. 27 M 84'21' 12" W 78.93•
!T. 27 TO PT. 25 p 22'18'S7" W 34.53'
,, . ,
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��E FRCIh� P'�. 27 '!�f PT. 2!! S 13' 36' 08" E 21.18'
i
f?T. 2a SO P't� 29 $� 84'21' 12" E 84.10'
T. 2! ?0 P'r'� 30 s� 3' 30' 39" E 166. 4g'
. 30 'i�0 PT• 31 3 SO'44' 18" E 88.58'
. 31 1'0 P?� 32 11 S 2' 3a' 24" E 11. 21' `°�
'PT. 32 TO PT. 33 CURVE TO THE RIGHT 62.33' A RADIUS OF 142.93'
CHORD � S 24°51"58" E 61.84'
�T. 33 Ta PT. 34 s 85'2�''S8" w 64y66'
i�T. 34 1'0 PT� 35 Ii S9'S3' 24" W 118.24' 3
�'1'� 35 TO P?. 36 Ctf1lM� TO THE RIGH'P 99.05' A RADIUS OF 239.00�
� CHOI� • 1� 78'Ol'03" W 98.34'
�"�. �6 TO PT. 37 CtTIl�E TO T�L RIGIlT 62.01' A RADIUS OF 69.70' ,
` Ct�O1tD • N 40' 39' 40" W 59. 98'
�T. 37 TO PT. 28 I� 15'r0' 38" W 102.92'
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t�IGRESS AND EGRESS Ed`3EMENT DE9CRIPTfON ^�'
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��3mat� a�t a}eti� ts� �'�� "!�� i�r ot �sid i�etioa 12, wars
S 89'S3'2�" S, Z12.3i l�M�t; t�� S �O�Oi'9i" s, 1ZS.87 i�et; tbesc� f 41'00'Od" _�
87�Z6 lsst; th�sa a 71�34�12' �, �K�2! lMtf t�e �5�14 i�st� ti�sea 11 S8�SS�00" w�
119.63 lMtj th�s�s 11 K•00'f�d" Y, L1�4.33 l�K; � Ei�e� N/►1'00'iD0' W, 176.67 lut; .
tlunca N 00'06'36" s, 1tS.=i l+Mt; tl�n� i S!•S3'24" i, 25.00 teat to �aid toint
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25� IN4RE'S�S AND IFd,R'E55 EqSEMENT
AS PREPAQED�gY JAMES L WNEAT L5 ND 1�4aB
F02 FINAL PLAT OF THE 10WNHOUSE MAP
OF SUNpIAL PHASE 2
N �°OD'G� p„� I 14.33
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GRNERAL NOTES:
1. Rasis of Bearing = South line SE 1/4, Section 12., T.5 S., P,.80 �1.,
N 89°53'24" W.
2. GCE = General Conrtnon F.lement
3. LCR = Limtted Cor.m�on F.lement
4. Interior wall thickness = 4 3/4"
S. Party wall thicknes� = 9 1/2"
6. Exterior wall thickness � 7 1/$"
7. Thickness of floor = 11 .S/8"
8. Benchmark = the top of rebar and cap elevation ��4g,36�U.S.G.S.
Datum.
9. All elevations are floor elevation unless otherwise noted.
?^. A11 dimensions are in feet and tenths of feet.
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ROOF �
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Y
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