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SURVEYOR'S CERTIFICATE
I do hereby certify that I am a registered Land Surveyor licensed
under the laws of the State of Colorado, that this plat is true,
correct and complete as laid out, platted, dedicated and shown
hereon, that such plat was made from an accurate survey of said
property by me and under by supervision and correctly shows the
location and dimensions of the lots,easements and streets of
said subdivision as the same are staked upon the ground in com-
pliance with applicable regulations governing the subdivison
of land, subject to the following statement: This plat is based
on a minimum safe boundary eliminating mathematical conflicts
which were caused by the use of different control points in the
preparation of adjoining filings by others. In the preparation
of this plat, all discrepancies were resolved giving preference
to adjoining filings.
In witness therof I have set my hand and seal this // r�
day of S�P% � A. D. ,/9�s'" •
B. .ames Burk L.S. No. 11204
TOWN COUNCIL CERTIFICATE
This pla[ approved by the Town Council of the Town of Vail, Colorado
this Li; F`' day of -fj ��ri,,,�/c .,A.D., ✓%�(�, for filing
with the Clerk and Recorder of Eagle County, Colorado and for
conveyance to the Town of Vail of the public dedications shown
hereon; subject to the provision that approval in no way obligates
the Town of Vail for maintenance of Parcel 2 and of roads dedicated
to the public until construction of improvements thereon shall have been
completed in accordance with Town of Vail specifications and the
Town Council of the Town of Vail has by a subsequent resolution
agreed to undertake maintenance of the same. This approval does
not guarantee that soil conditiona, subaurface geology, ground
water conditiona, or flooding conditions oi any lot shown hereon
are such that a building permit or any other required permit
will be issued. This approval is with the understanding that
all expene�e involving all improvements required shall be the
responsibility of the subdivider and not the Town of Vail.
ATTEST:
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>ntc���d . � .� � ��; �%� ; �i �`;�.-
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Town Clerk Mayor 'J
Town of Vail, Colorado Town Coiincil
Town of Vail, Colorado
CLERK AND RECORDER'S CERTIFICATE
This plat was filed for record in the Office of the Clerk and
Recorder on this�� day of , A.D.,�g�,
at �_o'clock M. Recorded unde Reception No.3511(od
in Book�at Page
e' �.-- -$ �M
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gy; � .��n` �� ;�;"� ��e
C erk and Recorder eputy '�i�'�� •'••.�,��•r;o�`=
agle County, Colorado '�,�a�,a� �� �
CERTIFICATE OF TAXES PAID
�'.34 �al �ccs 3 5 � 1 lo�
y55 � 933
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I, the undersigned, do hereby certify that-the entire amount of taxes and assess-
� ments due and payable as of /-/-�G upon all parcels of real estate
described on this Plat are paid in full. _
Dated this /f�` day of , A.D.19��.
Treasur of Eagle ounty
.� c� , . �C- �f ���r-�' �-'��G�
s
BEING
FI F TH
FILI NG
8,T. 5 ;
A PORTION OF TRACT F, VAIL VILLAGE AM ENDED
FILING AND TRACT B, VAIL VILLAGE SEVENTH ,
AND AN UNPLATTED PARCEL LOCATED IN SECTION
�., R. 80 W., 6th. P. M., TOWN OF VAIL, EAGLE COUNTY,
COLO RADO
MINOR SUBDIVISION FINAL PLAT
CERTIFICATION OF DEDICATION AND OWNERSHIP
KNOW ALL MEN BY THESE PRESENTS that Vail Aseociates, Inc., a
Colorado corporation, being sole owner in fee simple of all
that real property situated in the Town of Vail, Eagle County,
Colorado, described as follows:
That part of Section 8, Township 5 South, Range 80 West of the
6th Principal Meridian, Town of Vail, Eagle County, Colorado being
a portion of Tract B, Vail Village Seventh Filing as recorded in the
Office of the Eagle County Clerk and Recorder December 17, 1965, file
no. 102780; Tract F, Amended Vail Village Fifth Filing as recorded
in the Office of the Eagle County Clerk and Recorder November 15, 1965,
file no. 102538 and an unplatted parcel of land located 1n the SE4,NW�
and the S�NE� of said Section 8, being more particula�ly described
as follows: Commencing at the northeast corner of the southeast quarter
of the northwest quarter of said Section 8; THENCE south 00 degrees
21 minutes 00 seconds east a distance of 274.55 feet to the POINT OF
BEGINNING of the parcel to be described, said point being on the southerly
right-of-way line of Vail Valley Drive and being on a point of a curve
to the left; THENCE a distance of 164.79 feet along the arc of said
curve having a delta of.53 degrees 57 minutes 15 seconds, a radius
of 175.00 feet and a chord bearing south 48 degrees 21 minutes 30 seconds
east a distance of 158.77 feet; THENCE south 75 degrees 20 minutes
04 seconds east a distance of 215.00 feet along said right-of-way line
to a point of curve to the right; THENCE a distance of 34.90 feet
along the arc of said curve having a delta of 16 degrees 00 minutes
00 seconds, a radius of 125.00 feet and a chord bearing south 67 degrees
20 minutes 04 seconds east a distance of 34.79 feet; THENCE south
59 degrees 20 minutes 04 seconds east a distance of 40.00 feet to a
point on the west boundary line of a 0.265 acre parcel of land recorded
in Book 247 at Page 18 in the Office of the Eagle County Clerk and
Recorder; THENCE along the boundary line of said parcel the following
courses: south 30 degrees 39 minutes 56 seconds west a distance of
90.00 feet; south 67 degrees 10 minutes 34 seconds east a distance
of 155.28 feet; north 07 degrees 35 minutes 59 seconds east a distance
of 90.00 feet to a point on the south right-of-way line of Vail Valley
Drive; THENCE south 82 degrees 19 minutes 22 seconds east a distance
of 126.69 feet along said right-of-way line to a rebar and cap found
and marked LS 11413; THENCE departing said right-of-way line south
O1 degrees 20 minutes 59 seconds west a distance of 358.01 feet to
a rebar and cap found and marked LS 11413, being a point on the south
boundary line of said Vail Village Seventh Filing; THENCE along said
boundary line the following courses: south 79 degrees 19 minutes 03
seconds east a distance of 135.10 feet; north 89 degrees 43 minutes
39 seconds east a distance of 514.75 feet to a no. 4 rebar found; south
80 degrees 31 minutes 21 seconds east a distance of 355.17 feet to
a rebar and cap found and marked LS 11413; north 82 degrees 59 minutes
27 seconds east a distance of 104.97 feet to a rebar and cap found
and marked LS 11413 being a point on the west boundary line of Vail
Village Tenth Filing as recorded April 11, 1973, file no. 124443 in
the Office of the Eagle County Clerk and Recorder; THENCE south 06
degrees 59 minutes 19 seconds east a distance of 354.78 feet along
said boundary line to a rebar and cap found and marked LS 11413, being
a point on the east-west centerline of said Section 8; THENCE south
89 degrees 44 minutes 08 seconds west a distance of 1022.36 feet to
a point on the east boundary line of a 0.963 acre parcel described
at reception no. 115138 in the Office of the Eagle County Clerk and
Recorder; THENCE along said boundary line the following courses; north
02 degrees 48 minutes 29 seconds west a distance of 214.27 feet; south
87 degrees 11 minutes 31 seconds west a distance of 199.80 feet; south
02 degrees 48 minutes 29 seconds east a distance of 205.39 feet to
a point on the east-west centerline of said Section 8; THENCE south
89 degrees 44 minutes 08 seconds west a distance of 535.85 feet along
said centerline to [he center of said Section 8; THENCE south 89 degrees
44 minutes 08 seconds west a distance of 1326.58 feet to a rebar found
and being the best evidence of the southwest corner of the southeast
quarter of the northwest quarter of said Section 8; THENCE north 00
degrees 11 minutes O1 seconds west a distance of 875.64 feet to a point
on the south boundary line of Vail Village Fifth F111ng as recorded
in the Office of the Eagle County Clerk and Recorder, November 15,
1965, file no. 102538; THENCE along eaid boundary line south 62 degrees
26 minutes 58 seconds east a distance of 322.05 feet to a point on
the south boundary line of Vail Village First Filing as recorded in
the Office of the Eagle County Clerk and Recorder on August 6, 1962,
file no. 96382; THENCE along said boundary line the following courses:
south 62 degrees 26 minutes 58 seconds east a distance of 289.45 feet
to a rebar and cap marked M.S.M.; south 79 degrees 58 minutes 58 seconds
east a d.istance of 120.44 feet to a rebar and cap found and marked
M.S.M.; north 32 degrees 30 minutes 02 seconds east a distance of
110.12 feet to a rebar and cap found and marked M.S.M.; north 32 degrees
30 minutes 02 seconds east a distance of 295.00 feet; to a rebar and
cap found and marked LS 11204; north 13 degrees 49 minutes 16 seconds
west a distance of 202.56 feet; north 70 degrees 28 minutes 58 seconds
wes[ a distance of 161.92 feet to a point on the east right-of-way line
of Mill Creek Circle said point being on a curve to the right; THENCE
a distance of 81.15 feet along the arc of said curve having a delta
of 28 degrees 43 minutes 00 seconds, a radius of 161.92 feet and a
chord bearing north 33 degrees 52 minutes 18 seconds east a distance
of 80.31 feet to a point of reverse curve; THENCE 9.24 feet along
the arc of said curve having a delta of 03 degrees 11 minutes 13 seconds,
a radius of 166.05 feet and a chord bearing north 46 degrees 37 minutes
58 seconds east a distance of 9.24 feet; THENCE north 45 degrees 36
minutes 46 seconds east a distance of 84.80 feet to a point of curve
to the right on the south right-of-way line of Gore Creek Road; THENCE
28.14 feet along the arc of said curve having a delta of 80 degrees
36 minutes 13 seconds, a radius of 20.00 feet and a chord bearing north
85 degrees 54 minutes 53 seconds east a distance of 25.87 feet to a
point of reverse curve; THENCE 120.50 feet along said south right-of-
way line on the arc of said curve having a delta of 30 degrees 41 minutes
09 seconds, a radius of 225.00 feet and a chord bearing south 69 degrees
07 minutes 32 seconds east a distance of 119.07 feet; THENCE south
84 degrees 28 minutes 07 seconds east a distance of 312.16�feet to
a point of curve to the right; THENCE a distance of 131.58 feet along
the arc of said curve having a delta of 90 degrees 38 minutes 03 seconds,
a radius of 83.18 feet and a chord bearing south 39 degrees 09 minutes
OS seconds east a distance of 118.28 feet to a point of curve to the
left being a point on the west right-of-way line of Vail Valley Drive;
THENCE a distance of 84.13 feet along the arc of said curve having
a delta of 27 degrees 32 minutes 48 seconds a radius of 175.00 feet
and a chord bearing south 07 degrees 36 minutes 26 seconds east a
distance of 83.33 feet to the point of beginning containing 48.903
acres more or less.
have by these presents laid out, platted and subdivided the same
into lots and blocks as shown on this final plat under the name
and style of Golden Peak Ski Base and Recreation District Parcel,
a subdivision in the Town of Vail, Eagle County, Colorado; and
does hereby accept the responsibility for the completion of
required improvements; and does hereby dedicate and set apart
Parcel 2 and all of the public roads and other public improvements
and places as shown on the accompanying plat to the use of the
public forever; and does hereby dedicate Parce:L 2 and those portions
of said real property which are indicated as easement on the
accompanying plat as easements for the purpose shown hereon; and
does hereby grant the right to install and maintain necessary
structures to the entity responsible for providing the services
for which the easements are established.
EXECUTED this � day of ,A.D.,J���
OWNERS:
STATE OF COLORADO )
) SS
COUNTY OF EAGLE )
VAIL ASSOCIATES, INC. a
Colorado corpor ion
P.O. B 7
Vail, l0 1658
By:
P side t,
�' ���=Q ����
The foregoing certificate of de iSation and rn ip was
acknowled e before me this �� day of ,
A.D., �.
My Commission expires �� � "�
Witness my Hand and Seal.
otary Public
•O. o s' 1/ ' !.o$�GsB
Address
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TITLE CERTIFICATE
�'�v,(��yi,rd �, �p does hereby certify that
I have examined the Title to all lands shown upon this Plat
and that Title to such lands is free and clear of all liens,
t�r�s and encumbrances, exc,gp t as f�qllows:
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Title Company
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ess
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PLANNING AND ENVIRONMENTAL COI�II�IISSION CERTIFICATE
This final plat was approved by the Town o Vail Planning
��d Environmental Commission �t is day of
� ,A.D. ,
ATTEST:
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� '._. '.(�.��t �(,� �., _
Town Clerk Chairman
Town of Vail, Colorado Town of Va Pla ning and
Environmenta mmission
ZONING ADMINISTRATOR CERTIFICATE
�d
; R� �21
ZZ.
This final plat is hereby approved by the Town of Vail Zoning
Administrator this ��� day of ��'�{/fj�jQ ,A.D. , /�'6 .
-A'iTEST :
�I . � l l l �l !� i x l, i ,1 �(� u ' � ; , ( ? 1� . ( � �._-/ ,�:f �-G-�- G�! �-C�LC_
Town Clerk Zoning Administrat
Town of Vail Town of Vail
1;. ,
BEING A PORT ION OF TRACT F, VA I L VILLAGE AM EN D ED
FIFTH FILING AND TRACT B, VAIL VILLAGE SEVENTH
FI LI N G AND AN UNP LATT ED PARCEL LOCATED IN SECTION
8,T. 5 S., R.80W., 6th PM., TOWN OF VAIL, EAGLE COUNTY,
C O LO R A D�
M IN OR SU BD I V1S I ON FINAL PLAT
CERTIFICATION OF DEDICATION FOR M(�tTGAGE HOLDER OR DEED OF
TRUST HOLDE�
KNOW ALL MEN BY TRL�SE PRESEZQTS that REPUBLICBANlC DALLAS, N.A.
as Admiaistrative Lender for itaelf and Co�tinental Illinois
National �ank and Trust Caepany of Chicago, Firat Interstate
Bank of Demrer. N.A.. Bankers Truat Company and First National
Bank of Minneapolis being the holder of a mortgage or deed
of trust on the real property situated in the Town of Vail,
Eagle Coun[y, Colorado. described as folloWS:
That part of Section 8, Township 5 South, Range 80 West of the
6th Principal Meridian, Town of Vail, Eagle County, Colorado being
a portion of Tract B, Vail Village Seventh Filing as recorded in the
Office of the Eagle County Clerk and Recorder December 17, 1965, file
no. 102780; Tract F, Amended Vail Village Fifth Filing as recorded
in the Office of the Eagle County Clerk and Recorder November 15, 1965,
file no. 102538 and an unplatted parcel of land located in the SE3�NW�y
and the S'�NE'� of said Section 8, being more particularly described
as follows: Commencing at the northeast corner of the southeast quarter
of the northwest quarter of said Section 8; THENCE south 00 degrees
21 minutes 00 seconds east a distance of 274.55 feet to the POINT OF
BEGINNING of the parcel to be described, said point being on the southerly
right-of-way line of Vail Valley Drive and being on a point of a curve
to the left; THENCE a distance of 164.79 feet along the arc of said
curve having a delta of 53 degrees 57 minutes 15 seconds, a radius
of 175.00 feet and a chord bearing aouth 48 degrees 21 minutes 30 seconds
east a distance of 158.77 feet; THENCE south 75 degrees 20 minutes
04 seconds east a distance of 215.00 feet along said right-of-way line
to a point of curve to the right; THENCE a distance of 34.90 feet
along the arc of said curve having a delta of 16 degrees 00 minutes
00 seconds, a radius of 125.00 feet and a chord bearing south 67 degrees
20 minutes 04 seconds east a distance of 34.79 feet; THENCE south
59 degrees 20 �inutes 04 seconds eaat a distance of 40.00 feet to a
point on the veat boundary line of a 0.265 acre parcel of land recorded
in Book 247 at Page 18 in the Office of the Eagle County Clerk and
Recorder; THENCE along the boundary line of said parcel the following
courses: south 30 degrees 39 mim�tee 56 seconds west a distance of
90.00 feet; south 67 degreea 10 minutea 34 seconds east a distance
of 155.28 feet; north 07 degreee 35 ■inutes 59 seconds east a distance
of 90.00 feet to a point on the aouth right-of-Way line of Vail Valley
Drive; THENCE south 82 degrees 19 �inutes 22 seconds east a distance
of 126.69 feet along said right-of-May line to a rebar and cap found
and marked LS 11413; THENCE departing aaid right-of-�ray line south
O1 degrees 20 ninutes 59 seconds west a distance of 358.01 feet to
a rebar and cap found and narked LS 11413, being a point on the south
boundary line of said Vail Village Seventh Filing; THENCE along said
boundary line the follo�ring courses: south 79 degrees 19 minutes 03
seconds east a distance of 135.10 feet; north 89 degrees 43 minutes
39 seconds east a distance of 514.75 feet to a no. 4 rebar found; south
80 degrees 31 minutes 21 seconds east a distance of 355.17 feet to
a rebar and cap found and marked LS 11413; north 82 degrees 59 minutes
27 seconds east a distance of 104.97 feet to a rebar and cap found
and marked LS 11413 being a point on the west boundary line of Vail
Village Tenth Filing as recorded April 11, 1973, file no. 124443 in
the Office of the Eagle County Clerk and Recorder; THENCE south 06
degrees 59 minutes 19 seconds east a distance of 354.78 feet along
said boundary line to a rebar and cap found and marked LS 11413, being
a point on the east-west centerline of said Section 8; THENCE south
89 degrees 44 minutes OS seconds west a distance of 1022.36 feet to
a point on the east boundary line of a 0.963 acre parcel described
at reception no. 115138 in the Office of the Eagle County Clerk and
Recorder; THENCE along said boundary line the folloving courses; north
02 degrees 48 minutes 29 seconds West a distance of 214.27 feet; south
87 degrees 11 minutes 31 seconds west a distance of 199.80 feet; south
02 degrees 48 minutes 29 seconds east a distance of 205.39 feet to
a point on the east-west centerline of said Section S; THENCE south
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89 degrees 44 minutes 08 seconds west a distance of 535.85 feet along
said centerline to the center of said Section 8; THENCE south 89 degrees
44 minutes 08 seconds west a distance of 1326.58 feet to a rebar founld
and being the best evidence of the southwest corner of the southeastl
quarter of the northwest quarter of said Section S; THENCE north 00
degrees 11 minutes O1 seconds west a distance of 875.64 feet to a poi'nt
on the south boundary line of Vail Village Fifth Filing as recorded
in the Office of the Eagle County Clerk and Recorder, November 15,
1965, file no. 102538; THENCE along said boundary line south 62 deg�ees
26 minutes 58 seconds east a diatance of 322.05 feet to a point on
the south boundary line of Vail Village First Filing as recorded in
the Office of the Eagle County Clerk and Recorder on August 6, 1962,
file no. 96382; THENCE along said boundary line the following course�s:
south 62 degreea 26 minutes 58 seconds east a distance of 289.45 feetl
to a rebar and cap marked M.S.M.; south 79 degrees 58 minutes 58 sedonds
east a distance of 120.44 feet to a rebar and cap found and marked
M.S.M.; north 32 degrees 30 minutes 02 seconds east a distance of
110.12 feet to a rebar and cap found and marked M.S.M.; north 32 deg�ees
30 minutes 02 seconda east a distance of 295.00 feet; to a rebar an
cap found and sarked LS 11204; north 13 degrees 49 minutes 16 secon s
�reet a distance of 202.56 feet; north 70 degrees 28 minutes 58 secodds
west a diatance of 161.92 feet to a point on the eaat right-of-way 11�1e
of Mill Creek Circle said point being on a curve to the right; THENdE
a dietance of 81.15 feet along the arc of aaid curve having a delta
of 28 degreea 43 minutea 00 aeconds, a radius of 161.92 feet and a
chord bearing north 33 degrees 52 ■inutes 18 aeconds east a distance
of 80.31 feet to a point of reverse curve; THENCE 9.24 feet along
the arc of said cutwe havins a d�lta of 03 degreee 11 �inutes 13 sec nds,
a radius of 166.05 feet and a chord bearina eorth 46 degreea 37 minudes
58 aeconde eaat a distance of 9.24 feet; THENCE north 45 degrees 36
minutes 46 aeconds eaet a distanc� of 84.80 feet to a point of curve
to the right on the aouth right-of-vay line of Gore Creek Road; THE CE
28.14 feet along the arc of said curve having a delta of 80 degreea I
36 minutes 13 aeconda, a radius of 20.00 feet and a chord bearing no�+th
85 degrees 54 minutes 53 seconda eaet a diatance of 25.87 feet to a I
point of reverse curve; THENCE 120.50 feet along said south right-ofl-
way line on the arc of said curve having a delta of 30 degrees 41 mirlutes
09 seconds, a radius of 225.00 feet and a chord bearing south 69 deg�+ees
07 minutes 32 seconds east a distance of 119.07 feet; THENCE south
84 degrees 28 minutes 07 seconds east a distance of 312.16 feet to
a point of curve to the right; THENCE a distance of 131.58 feet alorlg
the arc of said curve having a delta of 90 degrees 38 minutes 03 secands,
a radius of 83.18 feet and a chord bearing south 39 degrees 09 minute�s
05 seconds east a distance of 118.28 feet to a point of curve to the
left being a point on the west right-of-way line of Vail Valley Driva;
THENCE a distance of 84.13 feet along the arc of said curve having
a delta of 27 degrees 32 minutes 48 seconds a radius of 175.00 feet
and a chord bearing south 07 degrees 36 minutes 26 seconds east a
distance of 83.33 feet to the point of beginning containing 48.903
acres more or less.
as shown on this final plat under the name and style of Golden
Peak Ski Base and Recreation District Parcel, a subdlvision in
the Town of Vail, Eagle County, Colorado; agrees to the dedication
and setting apart of Parcel 2 and of all the public roads
and other public improvements and places as shown on the accompanying
plat to the use of the public forever; and does hereby agree
to the dedication of Parcel 2 and of those portions of said
real property which are indicated as easement on the accompanying
plat as easements for the purpose shown hereon; and does hereby
agree to the granting of the right to install and maintain
necessary structures to the entity responsible for pro��iding
the services for which the easements are established.
EXECUTED this !�%f� day of �%ptJ6Mif�t� ,A.D.��.
MORTGAGEE: REPUBLICBANK DALLAS, N.A.
as Administrative Lender for
itself and Continental Illinois
National Bank and Trust Company
of Chicago, First Interstate
Bank of Denver, N.A., Bankers
Trust Company and First National
Bank of Minneapolis
BY � /' (,,�.�.e� � "!�"�vv'^ �
✓/C � �t"'S / ��
Title
STATE OF TEXAS )
) SS
COUNTY OF DALLAS )
The foregoing certificate of dedication and ownership was
acknowledged before me this ly'��'` day of �)c�e.rni�tC'
A.D., �a1�s ,by .
My Commission expires D�!>!�����_,,:� �. .�,���io��
Witness my Hand and Seal. ,� r� �u ,. �. �, �, .,� �.
�"�� � «.� .. . .., I �'. �i7/ �� %15�a
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`�,]��n. �� . w 4rw`'�wc
� Notary
�,o���
Address
�._ _
fY10Vf��1 ef'191f1�f�f19 6e �Q�1d C�O�
M,._,,,�,�.,.,�,.., GOLDEN PEAK �KI BASE AND
��a.��w.,�o►.eoe�ea+ RECREATION DI TRICT PARCEL
°'6'� � M I NOR SUBDIVI ION
PREPARED FOR:
VAI L ASSOCI ATES, INC.
P.O. BOX 7 I
REVISIONS: �o VAIL, COLORADO �61658
DRN. BY: S D CKD. BY: B J B
,,.x 9/'i%85 JOB NO. 7/ 2�i HEET NO. � 0F 3__
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b = �0°36�13�� � = 30°41�09��
R = 20.00 � R = 225.00�
A = 28,14' A = 120.�0�
C= 25.87� C= I 19 07�
G' \CB = N85°54�53� �B = S69'07�32�r�
�'Q,� T= 16.96� T= 61. T3'
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F�UNO REBAR qpD CAP .
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N 45 36 46 84 . Ro.4 D
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R = IEi6.05 R 161.92� !i ;.y.
A = 9.24' A = 81.15� � •':••
C = 9.24� C = 80. 31 � � � ? �' �
� C B = N 46° 37'SB��E CB = N 33°52� 18��E ° s ••, ���'
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N 70°28' 58" W I 61.92' \':; •~.��.'�
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r" LOT 19 � �e ..,.. .. .! . .. r...
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NE CORNER SEI/4NW1/4 SECTION 8
ROaND 0 = 90°38�03��
R = 83.18�
A = 13'I . 58�
"' c = i ie,2e'
g CB = S39°09�05 ��E
- T= 8 4, I I'
� = 27° 32 � 48 ��
R = � 175.00�
A = 84. 13'
C = 83.33�
C8 = S� 07 ° 36� 26��E
T = 42.90� ��
� = 53°57�15��
R = 175.00�
A = 164. 79�
C = I58.77�
CB = S 48°21�30���
T = 89.08�
0 = 16° 00� 00 ��
R = 125.00�
A = 34.90�
� ��:_ ;�,; N 13°49'16"W 202.36' �� __ �-__�� �Y oo �A c = s4.79' .
et' �}':°:c:, �` �:.;• �� - - � -� � `5'��,pc V'4�� !�q C B _ S67° 2o'o4"E
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\ oT �� ry centeriine relocated �O.O' bike path � �� g�2��9 '22"E 126.69'�1�
undisturbed bike path centerline ��
� • .p p� xT (128.00�
\�� M� ��E¢51 S 30° 39' 56" W, 90.00' 0.265 ACRE a
<o�. f� 0 0 800k 247/ °- �
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N 85°49� 13�� W 15.00�-
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FOUND �� � " _ �
R. e► C. MSM - �
// _ _� m �
S7'9 ° 58' S8"E 120.44' _ M �
/ pN $ S 79°19'03ME� 135.10`
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5
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o � PARCEL I
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� . . . . . ..� ... S\ S87°! t'31 "W [99.80�
s gr° i o'oo" w,2oo,00' = reoord
.RECEPT. /ON /Ib
//3/38
(CALCULATED) so2� 50'00� � Mo�.3s'= reGOrd � p.963 ACRE Not��o'oo"w 2ia.2T=reco�d
CENTER S42°48 29 E 205.39 J'�'� NO2'O48'29"W 214.27'
1326.58� SECTION 8 535.85 -
-----
S g9 ° 44, 08 ,� W 30 84 .?9'
( S 89° 42' 3T" W) .
•• % ���s"•' �.s' r'� �: •. Mti..« .7«
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LEG EN D :
OENOTE S VAIL V 1 LLAGE FILI N GS BOUNO�ARY LINES
O DENOTES REBAR ANO CAP FqUND
� DENOTES REBAR AND CAP SET LS I1204
---- DENOTES OEPARTING LOT LINES
4. Vail Assor,iates, Inc., fior itself, its
successors and assigns, hereby reserves
and shall have the right at its sole
expense to relocate the bike path to
another location within the Golden Peak
Ski Base and Recreation District Parcel.
NOTES:
I. Bearing based on the �earing of south 00 de_qrees 11 mirYUtes
O1 seconds east between a rebar found and set by others and
being the best evidence of the suuthwest corner of the south-
east quarter of the northwest quarter of Section 8 and a re-
bar and cap found and set by others as the best evidence of
the northwest corner of the southeast quarter of the north-
west quarter of Section 8.
2. Distances in parentheses are those of record differing from the distances
as located between monuments found in the field.
3 Distance in brackets represent distance used to �lose parcel and obtain an
acreaoe.
' BIKE PATH C£NTERLINE DATE
NO. T11(ICCNT SGRINC DISTJIlICE CHORD EGRING OISTANCE RADfUS
t e-1 N2�•16• 1'C �!.] ' 1F 2'
'fi 66 '
1. S01•10'�9'E 1! 06'
2, soe•z�•z6•� �o.��� �o.00�
556• 0'04'
�. •�2. . .
S. SIB•22'2 ' ' 70 00'
i 575'1!'12•C ��.77'
�. 5� • !' < <�' 50.00'
. • . - � �
9. SI • ' 2• 2 6' '
10 StS•�!'13• �0.00•
DELTA
•71•00•
•�1,11,
•o6�ze-
•7�'21'
•S7'�2'
�wn�nn•
ARC
9.50'
��
o•se,
o.�ls
7.0�
0,21'
�.E2�
TANGENT
2�.95'
T�6T
se�
19.55'
]�
31,16'
S]•SB,
11. • . . � � • � . . �g�
ss • • • ,
ls. �s• • � � • • • 2 ' 11 7s'
. . . �
is. . � . , , . . . . i6 is�
16. S16•26'�7'E 18.32' 26.00 41•16'00' 18.72' 9.79'
1�. S57•41'17'E 18.32' 26.00' I1'15'00' 18.72' 9.79
le s7 • •17• �
19. 573•19'17'E 9.59' 55.00' 10•00'00' 9.60' 1.81'
20. S68•19'17•E 65.00'
zi, se�•�s�i�•s iis.ee� xo�.00� �a•oo�oo• ii�.so� 60.43�
22. N78'�0'13'E 21.50'
2�, N86•32•]6'E 19.98' 73.00' 15'�]'46' 20.04' 10.08'
2�. S85•3S'31•E 160.00'
25, 560'2J'1�'E 27.11' 71.87' SO'2�'15' 28.04' 15.00'
26. S3S•10'SS•E ]8.72'
27. S•27' 7' 1� 63' 2]•26'12" 59.16' 30.00'
28, S56'25'SJ'E 10�.03' 73.97' 89•22'18" 115.78 •
N�e•sz�s�•E ii+.9e�
jp, N�7•26'28' 77 19' 73.99' 62•52'S9• •1.21' IS•2�'
31. S39'00'00'E 20.31'
�. .4� ,
33. 521•l0'00'L � 1' 90.00' ]S'00'00' S�.98' 28.]8'
�� N75•02'37'E 9.90' 73.99' 07•�0 •
O
0
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n
tr
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NE CORNER SEl/4 NWI/4 SECTIO_N 8
RE BQR 8� CA P
d_ = 03° 38� 03��
R = 175.00�
� A = I 1.10�
� C = l 1.10�
ti CB = N 19°33�50��W
N T = 5.55�
0 = 53•57�15��
� R ' 175.00 �
D � = isa.�'
° 158. 77 �
CB = N 4g"21�30� �W
� T = 89.08�
� \
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W
0
° 0. 306 ACR E
o PARCEL 2
0
0
a� I
S 85°49' i3" E 120.0
O�/
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23,� �
S �5 o2p�o4«�
N 50°26�03 ��E
67. 30 �
PA RC E L 2 DETAI L
r'J1�.7�� (515.00�)
O W 200 � 300
JO �VV
SC ALE I"= I 00'
SCALE I' ■ S0�
� Fouvo s8�3� '21 ��E
No.4 355.17 �
REBAR � 355.00�)
1022.36' �
EAST-WEST CENTERL/NE SECT/ON B
1 (10 5.00�)
N 82°59'27"E 104.97'
� R 8�C LS I 1413 FOUND
_
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R 8�C C� ,Y°.
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FOUND
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NOT[CE: ACCORDING TO COLORADO LAW, YOU MUSIf COMMENCE AyY LEGAL
ACTION BASED UPON ANV DEfECT 1N THIS SURVEY WITHIN S1X ls) YEARS
AFTER VOU DISCOVER SUCH DEFECT. IN NO EVEN1f MAV ANV ACT10N BASED
UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN i10 )
YEARS FROM THE DATE OF CERTIFICATION SHOWN MIEREON.
�� G�-�`'i �I
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