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SEC 6, T55, R80w
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VAIL VILLAGE
NINTH FILING
MATCH SHEET 2
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A PAf�T _OF SECTION 6, T5S, R80 W, 6th. PM., EAGLE COUNTY, COLORADO
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CIIRVE DATA
CURVE DELTA RADIUS TA�JCFNT LENGTIi (:HORD LFNGTH CHORD �EARING
1 26'02�03�� 86.51 20.00 39.31 38.97 5 73'49�08" E
2 185'44'OS'� 30.00 598.97 97.25 59.92 %1 26'19�51" E
3 09�14'26�� 1350.52 50.00 99.96 99.93 N 68'39�25" W
� 16'll'S5" 140.54 20.00 3Q.74 39.60 N 78�52�35" W
5 17'44'06�� 128.19 HQ.00 39.66 39.52 S 76�24�06" E
6 �4° 45�50° 88.33 15.00` 29.53 29.30 � S 72°'33�ID�E
7 36'42�22" 25.62 9.00 17.33 16.98 S 79'S1�29M E
9 13'22�14�� 83.11 9.74 19.40 19.35 N 87'2B'28" E
9 07'SS�SSN 721.19 50.00 99.84 99.76 5 B9'48�23" E
10 6��10�36M 79.74 50.00 89.32 64.72 �$ 6I'41'02" E
11 197'06�21" �2.86 295.00 147.44 84.77 N 51�51�06� E
12 1�'16'32'� 375.32 47.00 93.51 93.27 N 53'S0�21" M
13 29�01�2�'� 160.8♦ �1.63 61.47 60.60 N 75�29�18" H
1� 31'05'38'� �31.33 120.00 234.08 231.22 N 74'27'll" W
13 61'32'02" 50.39 30.00 54.12 51.56 N 28'09'21" W
16 1S3'47�36" �1.90 180.00 112.`6 81.6� N 79'31�28" E
17 199'26�31" 30.00 175.12 104.43 59.1♦ N 12'44'42� E
I6 82'02'S�" 5�.39 �7.49 78.17 71.66 S 64'36'11N E
19 86��1�15�� 84.76 80.00 128.2� 116.36 N 31'01�44N E
20 5�'18'S�" 60.39 33.00 60.40 57.92 N 16'20�33" E
21 39'S6�32" 90.66 32.05 61.62 60.�4 N 54�29�16y E
22 25�54��1�� 396.14 91.13 179.15 177.63 S 93'06�07y E
23 21'�2�0��� 260.96 50.00 98.80 98.21 S BO'S9'49M F
2♦ 09'll�lb�� 696.58 50.00 99.83 99.74 S B7'45'13" E
25 96'27'39'� ♦4.66 50.00 75.19 56.61 N 48'06�36" E
26 ♦9'24'�9" 86.94 40.00 74.98 72.68 N 24'49'40" �
27 1�'33�39" 605.61 77.37 153.91 153.49 FI 42'15�13" W
28 �3'�3'Ol" 2�9.2a 100.00 190.20 iB5.62 N 56'�9�56" MI
29 20�28�20�� 3A7.6♦ 70.00 138.51 137.77 N 08'55�34M W
30 16'S3�00" 269.52 �0.00 79.�2 79.13 5 72'23'45" W
31 � •1�1���6" 159.�3 60.00 314.77 112.31 $ 84'3��39» W
a2 se•2i•so" t�9.oe ioo.00 iaz.+o i�,.62 s �e•oi�oeM w
]3 29'�i'S8" 26�.03 70.00 136.65 135.33 S 61'�1'10" W
3♦ S2'20�S9M 15�.64 76.01 141.29 136.43 Y 77'17�23" N
3S 91'02�36" ♦2.6B ♦3.�6 67.81 60.90 N 05�35�36� M
36 12'00'3B". 727.30 T6.51 152.M6 � I52.18 N♦S'SS'S9" E
37 53'07'�6" 25.00 12.50 23.18 22.36
38 53'07'�!" YS.00 12.30 23.18 22.361
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CERTIFICATE OF ONnVERSHIP AND DEDICATION
f:ilGl! ALL ��EN BY Tt!ESE PAESE:'JTS TNAT EAC►� f F THE t!f1DERSIGNED PERSQNS PEFERS MEpEtN TO TNE ''
FQLLO1diNG DESCRIBED LANDS AS TNE �r'IATTED LANOS�� ' ' �
A PART OF THE SQUTMwEST CUARTER OF SECTIO�I 6� Tf�MPJSHIP 5 SnUTN� RANrE 80 !''E5T OF THE .�iIXTH
PRINCIPAL MER2DIAN� COVNTY OF EACLE� STATE OF i:OLORADO. MORE PARTICULARLY DESCRIAEO AS
FOLLOWSt
BEGIMNING AT THE 1'lEST QUARTEP. CCIRNER OF S[CTION 6� TCMlNSMIP 5 SOVTH� RANGE 8A !''FST OF TME
SIXTH PRINCIPAL t4ERICIAN. EAf,I.E �OUNTY� �OLOpADO� PEINC: THE TRUf POINT OF PEfINNING�
THEtJGE S 88'34'll" E A OISTANCE OF 2166.77 FEET� TNENCE .ri 0�07�12" E A DISTANCE OF 1709.56
FEET TO A POINT ON A CURVE OF THE �JORTMFRN RIGHT-OF-!'(AY L2NE OF INTERSTATE HIGHWAY 70�
THENCE ALONG SAID flORT1iERN RIGMT-OF-1'!AY A OISTANCE OF 1595.65 FFET ON THE ARC OF A CURVE
TO THE LEFT, SAID CURVE HAVIN� A RADIUS OF 3990.00 FEET� A CE1tTRAL ANf,LE OF 22'S4�48"�
AND A CHORD BEARING 5 72�35�37" W A DISTAPJCE OF 1585.05 FEET� TH[NCE S 60�08�35" 4' A
DISTANCE OF 204.50 FFET� TH[�ICE S 59°38�11" W A DISTANCF. OF 311.52 FF_ET� THF�ICE Pl 0�03�SOu E
A DISTANCE OF 190.00� THENC[ il 59°3�3�2A" G A DISTANC[ OF 222,14 FEET� TNEMCE ^1 0'03�50" F
A DISTAPJCE OF 143.49 FEET� THENGE tJ 53'26�10" �'� A OISTAhICE OF 115.00 FEET� THFNCF -
f) On°:6'10" N A DISTANCE OF 313.00 FEET� THENCE iJ 0'03�50" F A D15TANCE nr 141.90 FEET�
TNENCE � 09°56�10" E A DIS7At:CE OF 347.74 f'FET� THENCE S 59'02'22" E A D25Tt,�lC[ OF
0.17 FEET� THENCE id 62'34�50" E A DISTANCE OF 71.82 FEFT� THENCE tJ 89'S8�50" F A DISTANCE
OF 336.55 FGET� THENCE fl 0°01�10" �� A DISTANCE OF 274.58 FEET� THENCE tl 34'04�10" 1'1
A DISTANCE OF 162.47 FEET� THENCE N 14�57'S0" E A OISTAN�E OF 83.96 FEET� THFNCE
N 44'44�50" E A DISTANGE OF 89.45 FEET� THFNCE N 65�37�50" F A f►ISTANCE OF 206.97 FEET�
THENCE N 84'45'10" W A DISTANCE OF 164.18 FEET� THFNCE il 06'S0�10" 19 A �ISTANCE OF 428.30
FEET� THENCE M 0'45�40" �'i A �ISTANCE OF 91.73 FEET� THFMCF i! 8Q'S6�10" i1 A DISTANCE OF
337.00 FEET� THENCE N 0�03'S0" E A DISTANCE OF IA37.86 FEET TO THE TRUE POINT O� QEGINNING�
CONTAINING 83.66 ACRES� MORE OR LE55� ANO SUBJECT TO THE FOLL�WIN� EXCEPTIONSf
EXCEPTION lt ACCESS RIGHT-OF-HAY f:IVEN TO THE UNITED STATES FOR[ST �ERVIf.E. A STRIP OF
LAND CONTAINING 1.85 ACRES� t10F.E OR LE55, 40 FEET IN WiDTH EXTENDING 20 F[ET ON EACH SIDE
OF THE CENTERIINE LYING IN THE NORTH FIALF OF TME SOUTHWEST QUARTEP, OF SFGTION 6� TOMNSHIP 5
SOUTM� RANGE 80 1'fEST OF THE SIXTM PRINCIPAL �1ERIDSAN. (;CIUNTY OF FACLF� STATE OF COLORADO�
MORE PARTICVLARLY OESCRIF3ED AS FOLLOPIS� L'EGINNSN� AT A POINT ON SAID C[NTERLINE Y1M[NCE
TME 4:E5T QUARTER CORNER OF SECTION 6 E�EARS P� 16' .52 � 48'� 1� A DI STAIJCE OF 1 1 59. E39 FEET �
THENCE 5 86'S0'10° E A DISTANCE OF 574.67'FEET TO A POINT OF TANGENCY� THENCE 39.31 FEET
AI.ONG THE ARC OF A CURVE TO TME RIUIiT� SAID CURVF. HAVING A RADIUS pF 86.51 FEET ANO A
CENTRAL ANGLE OF 26'02�03°� THENCE S 60'48�07" E A DISTANGE OF 85.14 FEET TO A POINT OF
TANGENCY� THENCE 97.25 FEET ALONG TME ARC OF A CURVE TO THE LEFT� SAID CURVE MAVING A
RADIUS OF 30.00 FEET AND A GENTRAL ANGLE OF 185'44�05"� THENCE N 66�32�12° 41 A �ISTANCE OF
76.37 FEET TO A POINT OF TANGENCY� THENCE 99.96 FEET ALOPJG THE ARC OF A CURVE TO THE LEFT�
SAID CURVE HAVING A RAOIUS OF 1350.52 FEET AND A CENTRAL:ANGLE OF 04�14�26��� THENCE
N 70'46�38 W A DISTANCE OF 268.00 FEET� THENCE P1 71°50�54" W A DISTANCE OF 244.92 FEET�
THENCE N 61'15�59° �'! A OISTANCE OF 260.02 FEET� THENCE P� 49'�44'00" iV A DISTANCE OF 111.40
FEET� THENCE �J 35�16�52° iV A DISTANCE OF 151.76 FEET TO A POINT ON THE WEST BOUNOARY OF
SECT.ION 6� WMENCE THE �lEST QUARTER CORNER OF S[CTION 6 E3EAR5 �� 0.'03'S0" E A DISTANCE OF
588.11 FEET
EXCEPTION 2� PRIVATE PROPERTY. A PART OF THE SOUTHWEST QUARTER OF SECTION 6� TOWNSHIP 5
SOUTN� RANGE 60 l'iEST OF THE SIXTH PRINCIPAL MERIDIAN� COVNTY OF [A�LE� STATE OF COLOf?ADO�
MORE PARTICULARLY OESCRI8E0 AS FOLLOY15t f?EGINNI�dG AT THE t'1EST !?UARTER CORNER OF SECTION 6�
THENCE 5 33°35�15" E A DISTANCE OF 1641.92 FFFT TO TME TRUE PpIPJT OF [�EGINNING� THENCE
S89'S8'10" E A DISTANCE OF 208.71 FEETf THENCE �i 0'03'SO" l'' A DISTAFICE OF 208.71 FEET�
TtiENCE P� 89' 56 � 1 0" 4! A D I STANCE OF 208. 71 FEET � THENCE �! �' 03 � 50" F A D I STANCE OF 208. 71
FEET TO THE TRUE POINT OF BEGINNING� CONTAINING 1.00 ACRES�•F1URF OR LESS. .
THAT VAII. ASSOCIATES� INC.. CERTIFIES THAT IT IS THE TRU� OYINFR OF ALL OF THE PLATTED
LANDS SUBJECT TO EASEt•1ENTS AND RIGtiTS-OF-WAY OF RFGORn, '
THAT VAIL ASSOCIATES. INC.. BY THESE PRESENTS DOES HEREBY LAY OUT. PLAT AND SUBDIVTDE
THE PLATTED LANDS INTO SUCH LOTS AS ARE SHOWN ON THIS PLAT UNOER TME NAME AND STYLE OF
��VAIL/POTATO PATCH ��
THAT VAIL ASSOCIATES, INC.� DOES HEREAY pE02CATE TO THE TOWPI OF VAII_ FnR THE USE OF TMr_
PUPLIC ALL ROADS� STREETS� GIRCLES, COURTS ANp wALKWAYS SHOWP! HFREON. SUE�JECT TO SUCH
EASE�tENTS ANO RIGHTS-OF-WAY OVER PARTS OF SUCH RpADS. STREETS� CIRCLES qND WALKWAYS AS
ARE PRESENTLY VESTED OF RECORO OR SHOWN ON THIS PLAT.
THAT VAIL ASSOCIATES, INC.� HEREF3Y DFOICATES TO THE TOM1N OF VAIL FQR THF. USE OF TME PUf3LIG
THE VARIOUS UTILITV EASE�t[NTS SHOW�� Of� Th{IS PLAT FOR THE PIIRF'C15F5 OF CCINSTRUGTI(]N�
MAINTENANCE AND RECONSTRUCTIDN OF SEWERAGE. WATER� GAS. ELECTRIC,TELEPHONE TRANSMISSION
FACIUTIES,AND CA$i E ZELEVISION.
THAT VAIL ASSOCIATES. INC., �ECLARES AND Af,REES THAT THE PLATTFD LANOS SHALI. BE SUBJECT
TO THE PROTECTIVF_ CUVCNANTS OF VAIL VILLAGE� Pf1:.TA0 PATCH FILIPIG� FAGLE COUNTY, COLORADO�
AS RECORDED IN E?OOK AT P/1GE OF THE RECCIRDS OF THE CLERK AND RECORDER
OF EAGLE COUNTY. COLORADO. WHICH �R[ INCORPOP.ATF.D HEREIN BY RFFER[NCF...
,',�P. �������:.s VAIL ASSOCIATES. IraC.
`Q'': :�L ATTEST,
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;S E A L� � R����RT FI. �IOTT� V7GE PR[SIDENT
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••���,��ORAO����,, F�^EDERICK S. 07T0. ASSISTANT JFCRFTARY
. CERTIFICATE OF SURVEYOR
I. JAhtiES L. VIELE. A LANO SURVFYOR� RFG23T�RFD UNOER TH£ LAMS OF THE STATE OF COLORADO,
DO HER[BY CERTIFY TMAT THE SURVEY OF VAIL/POTATO P14TCH MAS MAOE UNDER MY
SVPERVISION AND T.HAT TMIS PLAT ACCURATEIY SNOWS THE P D SUADIVISIOPI OF SUCH
VA:L/POTATO PATCH FILING. TME BOVNDARY CORMERS M �1 I ND MONUMFNTED.
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DATFD THIS Y OF � A.D. 197♦
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STATE OF CULORADU )
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CUV��7Y OF EAGLE )
TME FU«EGOING iF1;;"RUMENT h'AS �.CK��rP�1."hf.[v r�F�,Rr ME THiS _„���y DAY OF
/r,n.� 1974, F3Y nCPERT i!, i:�?l"T PS �iICE f'Rf SiDFNT (�F VAtI �;SnCIATf i� INC.� 1� �'D "� �'�^`
CORP!;rATION. '� ��
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1�►ITNE55 MY HAND AND SEAI. f4Y f:'H'.ISSION EX�'IRES l� ° i S
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_APPROVAL OF THE VAIL � PLANNING COMMISSION
THIS PLAT OF VAIL/POTATO PATCH BE AND THE SAME IS HEREBY APPROVED.
VAIL PLANNING COMMISSION
. . �� ` � .
DATEO� �a � �Y ' CHAI nr�
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ATTEST� �
CLERK
APPROVAL OF PLA'�_
._AI�D ACGEPTANGE OF DEDICATIONS BY THE TOWN OF VAI�
THIS PLAT OF VAIL/POTATO PATCH , IS HEREBY APPROVFD RY TNE TOWN COUNCIL OF THE
TOWN OF VAIL� AND THE DE�ICATION OF THE ROAOS� STREETS� CIRCLES. COURTS� WAI.KWAYS� AND
EASEMENTS SHOWN 'HEREON ARE HEREBY ACCEPTED BY THE TOWN OF VAIL.
�
TOWN U IL T TO N OF VAIL
BY
/� /) %�' _,��./� M A Y O R
DATED � oCOC. f /� '/ / .
" ATTEST� �
n �' � CLERK
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CERTIFICATE OF THE COUNTY CLERK AND RECORDER OF
EAGLE COUNTY
I�Max WBi�R �$ t'L � CLERK AND REGOROER OF FAGLF COU�ITY� COLORAnO� MEREBY ACCEPT .
THIS PLAT OF VAIL/POTATO PATCH IN MY RECOROS TNDICATED BELOW. '
THIS PLAT WAS FI�ED FOR RECORD AT �%30 �. M. ON THE S7� �AY OF M2►NCf'/ ' �� /
A.O. 19�. IN CASE g_� DRAWER V . RFCEPTIQN N0. �{ /S0 �+.«e���d
PROTECTIVE COVENANTS ARE RECORDED IN BOOK �33 . PAGE �. �O1°'��3�P°9� ��
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CO T CLERK AND RECORD � O a
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COR �FER
SEC 6
S 88�34' 11" E
!---- N00�45�40�W
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j RED SANDSTONE R.O.W. N 86'
� RECORDED IN BOOK 148, AT PAGE 17 OF THE
i EAGLE COUNTY,COLO. CLERK AND RECORDERS RECORDS
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SEC 6, TSS, R80W.
MATCH SHEET I
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A PAiRT OF SECTION 6, T5S, R80 W, 6th. P. M., EAGLE COUNTY, COLORADO .
'�'Jf��T` ?�1►'`R NAT� �'�'��. <<.;R��T
N 44'44� 50�E
89.45 � �
N 14•57' S0"E
83.96' �
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SEC 6, T55, R80W
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r�oTE: EASEMFNTS NOT SHOWN ON THE PLAT
ARE AS FOLLOWS: AN ELECTRIC UTILITY �
EASEMENT� TEN (10) FFET QN EITHER SIDF_
OF AND PARALLEL TO THE COMMON LOT LINE,
AND TWENTY (20) FEET ALONG THE COMMON
LOT LINE AS MEASURED FROM THE INTER—
SECTION OF THE CO��IMON LOT LINE AND
THE P,IGHT OF WAY OF POTATO PATCH nP,IVE�
ON THE FOLLOWING LOTSt
!3LOCK 1
LOTS 8 b 9
LoTS ii � i2
LC1TS 15 £. 16
LOTS 19 � 20
LOTS 30 6 31
E3LOCK 2
LOTS 4 6 5
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P� t EASEMENTS ARE DESCRIBED PY
CENTERLINE DATA.
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PAGE2of2
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